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Appendix TRA
APPENDIX TRA – TRANSPORTATION IMPACT ANALYSIS TRANSPORTATION IMPACT ANALYSIS El Camino Real/Chestnut Avenue Area Plan Update PREPARED FOR: CITY OF SOUTH SAN FRANCISCO APRIL 2017 | DRAFT Prepared By: Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft WARNING! The electronic data files ("Files") furnished by Kimley-Horn and Associates, Inc. to the intended receiver of the Files ("Receiving Party") are provided only for the convenience of Receiving Party and only for its sole use. In the case of any defects in the Files or any discrepancies between the electronic Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall govern. Only printed copies of documents conveyed by Kimley-Horn may be relied upon. Any use of the information obtained or derived from these electronic files will be at the Receiving Party's sole risk. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the Receiving Party agrees that it has 60 days to perform acceptance tests, after which it shall be deemed to have accepted the data transferred. Receiving Party accepts the Files on an "as is" basis with all faults. There are no express warranties made by Kimley- Horn with respect to the Files, and any implied warranties are excluded. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 1 CONTENTS 1. Introduction ............................................................................................................................. 5 Project Overview ......................................................................................................................... 5 Study Area .................................................................................................................................. 5 Analysis Scenarios ...................................................................................................................... 7 Study Methodology and Impact ................................................................................................... 7 Signalized Intersections .................................................................................................................... 7 Unsignalized Intersections ................................................................................................................ 8 Freeway Segments ........................................................................................................................... 8 Significance Criteria .................................................................................................................... 9 Relevant General Plan Policies ................................................................................................. 10 Street System ................................................................................................................................. 10 Alternative Transportation Systems ................................................................................................. 11 2. Existing (2016) Conditions .................................................................................................... 13 Roadway Network ..................................................................................................................... 13 Freeways........................................................................................................................................ 13 Arterials .......................................................................................................................................... 13 Collectors ....................................................................................................................................... 13 Local Streets .................................................................................................................................. 13 Regional Access ............................................................................................................................. 13 Local Access .................................................................................................................................. 14 Intersection Operations ............................................................................................................. 14 Field Observations .......................................................................................................................... 17 Freeway Operations .................................................................................................................. 18 Transit Network ......................................................................................................................... 20 BART ............................................................................................................................................. 20 SamTrans ....................................................................................................................................... 20 Caltrain ........................................................................................................................................... 22 Bicycle Facilities........................................................................................................................ 22 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 2 Pedestrian Facilities .................................................................................................................. 23 3. Existing (2016) Plus Project Conditions ................................................................................. 25 Project Description .................................................................................................................... 25 Project Trip Generation ............................................................................................................. 25 Internal Capture .............................................................................................................................. 28 Project Transit Trip Reduction ......................................................................................................... 28 Transportation Demand Management ............................................................................................. 28 Project Trip Pass-By ....................................................................................................................... 28 Project Trip Distribution and Assignment ................................................................................... 28 Intersection Operations ............................................................................................................. 28 Impacts and Mitigations .................................................................................................................. 33 Freeway Operations .................................................................................................................. 37 Pedestrian, Bicycle, and Transit Facilities .................................................................................. 40 4. Cumulative (2030) No Project Conditions .............................................................................. 41 Oak Avenue Extension .............................................................................................................. 41 Intersection Operations ............................................................................................................. 43 Freeway Operations .................................................................................................................. 44 Bicycle, Pedestrian, and Transit Facilities .................................................................................. 44 5. Cumulative (2030) Plus Project Conditions ........................................................................... 46 Intersection Operations ............................................................................................................. 46 Impacts and Mitigations .................................................................................................................. 51 Freeway Operations .................................................................................................................. 57 Pedestrian, Bicycle and Transit Facilities ................................................................................... 59 References ............................................................................................................................... 60 Appendix ................................................................................................................................... 61 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 3 FIGURES Figure 1: Existing Study Area and Intersection Locations ...........................................................................6 Figure 2: Existing (2016) Intersection Geometry and Traffic Control ............................................................15 Figure 3: Existing (2016) Peak Hour Intersection Turning Movement Volumes ...............................................16 Figure 4: Existing (2016) Transit Network .............................................................................................21 Figure 5: Existing (2016) Bicycle Facilities ............................................................................................24 Figure 6: Project Area Blocks ............................................................................................................26 Figure 7: Project Trip Distribution .......................................................................................................29 Figure 8: Proposed Project Intersection Geometry and Traffic Control .........................................................30 Figure 9: Existing (2016) Plus Project Turning Movement Volumes .............................................................31 Figure 10: Project (Existing) Generated Turning Movement Volumes ..........................................................32 Figure 11: Cumulative No Project Condition Peak Hour Turning Movement Volumes ......................................42 Figure 12: Cumulative Plus Project Peak Hour Turning Movement Volumes..................................................49 Figure 13: Project (Cumulative) Generated Peak Hour Turning Movement Volumes ........................................50 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 4 TABLES Table 1: Level of Service Definitions .....................................................................................................8 Table 2: Level of Service Definitions for Signalized and Unsignalized Intersections ...........................................8 Table 3: Freeway LOS Definitions ........................................................................................................9 Table 4: Existing Conditions – Intersection Levels of Service .....................................................................18 Table 5: Existing (2016) Conditions – Freeway Segment Levels of Service ...................................................19 Table 6: Existing (2010) Conditions – Freeway Segment Levels of Service ...................................................19 Table 7: Project Trip Generation by Development Block ...........................................................................27 Table 8: Previous Project Trip Generation by Development Block ...............................................................27 Table 9: Existing (2016) Plus Project Conditions – Intersection Levels of Service ...........................................34 Table 10: Previous Existing (2010) Plus Project Conditions – Intersection Levels of Service ..............................35 Table 11: Existing (2016) Plus Project Mitigated – Intersection Levels of Service............................................38 Table 12: Existing Plus Project Intersection Impact Comparison – Previous (2011) Study and Current (2016) Study .................................................................................................................................................38 Table 13: Existing (2016) Plus Project Conditions – Freeway Segment Levels of Service .................................39 Table 14: Previous Existing (2010) Plus Project Conditions – Freeway Segment Levels of Service .....................39 Table 15: Cumulative (2030) No Project Conditions – Intersection Levels of Service .......................................43 Table 16: Cumulative (2030) No Project Conditions – Freeway Segment Levels of Service ...............................45 Table 17: Previous Cumulative (2030) No Project Conditions – Freeway Segment Levels of Service ...................45 Table 18: Cumulative (2030) Plus Project Conditions – Intersection Levels of Service .....................................47 Table 19: Previous Cumulative (2030) Plus Project Conditions – Intersection Levels of Service .........................48 Table 20: Cumulative (2030) Plus Project Mitigated – Intersection Levels of Service .......................................55 Table 21: Cumulative Plus Project Intersection Impact Comparison – Previous (2011) Study and Current (2016) Study ..........................................................................................................................................56 Table 22: Cumulative (2030) Plus Project Conditions – Freeway Segment Levels of Service .............................58 Table 23: Previous Cumulative (2030) Plus Project Conditions – Freeway Segment Levels of Service .................58 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 5 1. INTRODUCTION Kimley-Horn and Associates, Inc. (Kimley-Horn) has been retained by the City of South San Francisco to prepare an updated traffic study for the El Camino Real/Chestnut Avenue Area Plan in South San Francisco, California. Kimley-Horn had previously prepared the traffic study for the 2011 EIR for the El Camino Real/Chestnut Avenue Area Plan. This update incorporates the inclusion of the new Civic Center to the Specific Plan Area. The traffic analysis focuses on the Area Plan’s projected impacts to intersection and freeway operations, parking, pedestrian and bicycle facilities, and the transit network. PROJECT OVERVIEW The update to the El Camino Real/Chestnut Avenue Area Plan proposes to include the new Civic Center to the study area. This update is planned to coincide with the original El Camino Real/Chestnut Avenue Area Plan, which established a land use plan to create a new walkable, distinctive, mixed-use district. In the previous study, the project included the addition of the Oak Avenue extension as a means to relieve traffic congestion in the area, as well as provide more connectivity throughout. The Oak Avenue Extension would extend Oak Avenue from Mission Road to El Camino Real and connect with Arroyo Drive. However, this update to the Area Plan does not include the Oak Avenue Extension as part of the project. Instead, the Oak Avenue Extension is assumed to be included in the Cumulative conditions, without this project. STUDY AREA The project area is the same as previously studied, being located to the west of downtown South San Francisco, and primarily bordered by the South San Francisco BART Station to the north, El Camino Real to the west, Mission Road to the east, and the existing retail just south of Chestnut Avenue.Figure 1 shows the Plan Area boundaries, in addition to the study intersections. It is located between the two regional freeways in the area, I-280 and US-101. Access to I-280 is provided either via Westborough Boulevard (the west leg of the El Camino Real & Chestnut Avenue intersection) or to the north of project area via Hickey Boulevard (via El Camino Real). I-280 runs parallel and to the west of US-101, connecting San Francisco and San Jose. Within South San Francisco, I-280 has annual average daily volumes of approximately 186,000 vehicles (Caltrans, 2014). US-101 is further from the study area than I-280 and its most direct access from the project area is via Grand Avenue, through downtown South San Francisco. US-101 is a primary north-south state highway connecting Northern California cities in Sonoma, Marin, San Francisco, San Mateo, Santa Clara, and Monterey Counties. Within South San Francisco, US-101 has an annual average daily volume of approximately 198,000 vehicles. Located between I-280 and US-101, El Camino Real (SR-82) stretches from San Francisco to San Jose. Over this stretch, El Camino Real carries between 14,500 and 50,000 annual average daily vehicles. Within South San Francisco, it ranges from 15,400 daily trips in the north to approximately 32,000 daily trips in the south. Locally, Grand Avenue, accessed from either Chestnut Avenue or Mission Road, provides access to downtown South San Francisco. Orange Memorial Park is located to the south of the study area and is accessed via El Camino Real or Grand Avenue. J u n i p e r o S e r r a B l v d A rro y o D r WestboroughBlvd W . O r a n g e A v e ChestnutAve O a k A v e GrandAveElCamino Real Mission Rd McLellan Dr L a w n d ale Blv d H i ck e y B lv d FIGURE 1 STUDY AREA & INTERSECTION LOCATIONS STUDY AREA INTERSECTIONS EL CAMINO - CHESTNUT PLAN AREA 3 4 5 6 7 8 1 2 10 12 9 X LEGEND EL CAMINO REAL -CHESTNUT AREA PLAN EIRAPRIL 2017097009101 N NOT TO SCALE Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 7 ANALYSIS SCENARIOS For purposes of CEQA and identification of project-specific impacts and mitigation measures, this report evaluates the study area intersection and freeway traffic conditions for the AM and PM peak hours under the following scenarios: §Existing (2016) Conditions: Existing traffic volumes obtained from weekday peak hour traffic counts collected in 2016. It should be noted that the previous existing conditions included intersection volumes from 2010. §Existing (2016) Plus Project: Existing traffic volumes obtained from counts plus additional vehicular trips generated by the land uses proposed in the Area Plan. §2030 Cumulative Conditions – No Project: Estimated traffic volumes for the year 2030 based on growth factors derived from the City/County Association of Governments of San Mateo County (C/CAG) travel forecasting model. §2030 Cumulative Conditions Plus Project: 2030 No Project volumes plus additional vehicular trips generated by the land uses proposed in the Area Plan. Baseline conditions (Existing and Cumulative No Project) establish background conditions for the evaluation of the project in the future and form the basis for determining and comparing Project and Cumulative impacts. STUDY METHODOLOGY AND IMPACT The traffic analysis of the study intersections was conducted using the same methodology as the previous traffic study for consistency. Therefore, the methodology was in accordance with the requirements from Appendix B of the C/CAG’s Congestion Management Plan for 2009. This requires that the latest version of the Highway Capacity Manual (HCM) or the Transportation Board’s Circular 212 methodology be used to calculate levels of service. Level of service (LOS) is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or at an intersection during a specific time interval. It ranges from LOS A (very little delay) to LOS F (long delays and congestion).Table 1 provides a definition for each level of service category. SIGNALIZED INTERSECTIONS Signalized intersection level of service is measured as the average control delay in seconds per vehicle. Control delay is the portion of the total delay experienced by drivers at intersections that is attributable to traffic signal operation. It includes the delay for decelerating to a stop at a signal, moving slowly in a queue of vehicles, stopped delay, and acceleration after the signal turns green.Table 2 summarizes the relationship between the level of service rating and control delay for signalized intersections. To evaluate signalized intersections, the operations method of the Highway Capacity Manual (HCM), Transportation Research Board, National Research Council, 2000 was utilized. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 8 Table 1: Level of Service Definitions Level of Service Description A Free flow with no delays. Users are virtually unaffected by others in the traffic stream. At signalized intersections, turning movements are easily made and all queues clear in a single signal cycle. B Stable traffic. Traffic flows smoothly with few delays. An occasional approach phase is fully utilized. Drivers begin to feel somewhat restricted within platoons of vehicles. C Stable flow but the operation of individual users becomes affected by other vehicles. Modest delays. Major approach phases fully utilized. Backups may develop behind turning vehicles. D Approaching unstable flow. Operation of individual users becomes significantly affected by other vehicles. Delays may be more than one cycle during peak hours. Queues may develop but dissipate rapidly, without excessive delays. E Unstable flow with operating conditions at or near the capacity level. Long delays and vehicle queuing. F Forced or breakdown flow that causes reduced capacity. Traffic demand exceeds the capacity. Stop and go traffic conditions. Excessive long delays and vehicle queuing. Source: Transportation Research Board,Highway Capacity Manual 2000, National Research Council, 2000. UNSIGNALIZED INTERSECTIONS Unsignalized intersection level of service evaluation also utilized the HCM 2000 operations methodology. This methodology determines the LOS based on delay. Similar to signalized intersections, the measure of effectiveness of an unsignalized intersection is measured in average control delay; however, the delay is reported for the worst-case approach of the intersection. The LOS criteria for unsignalized intersections are summarized in Table 2. Table 2: Level of Service Definitions for Signalized and Unsignalized Intersections Level of Service Signalized Intersection Control Delay (seconds/vehicle) Unsignalized Intersection Control Delay (seconds/vehicle) A ≤ 10 ≤ 10 B > 10 – 20 > 10 – 15 C > 20 – 35 > 15 – 25 D > 35 – 55 > 25 – 35 E > 55 – 80 > 35 – 50 F > 80 > 50 FREEWAY SEGMENTS Performance measures such as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience are used to describe freeway operation conditions. These measures are related to the density of traffic and volume to capacity ratio and LOS is a quality measure describing operation Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 9 conditions within the stream of traffic during the peak hours. The 2000 HCM defines six LOS grades for each type of facility. LOS is designated from A to F, with LOS A representing the best operating conditions and LOS F the worst. For this study, the LOS for a basic freeway segment is based on the volume to capacity ratio, assuming that one freeway travel lane has a capacity of 2,200 vehicles per hour.Table 3 describes the relationship between freeway LOS, density, and volume to capacity. Table 3: Freeway LOS Definitions Estimated Freeway LOS Density Range (pc/mi/ln) Volume to Capacity Ratio A < 11 0.30 B > 11 – 18 0.50 C > 18 – 26 0.71 D > 26 – 35 0.89 E > 35 – 45 1.00 F > 45 >1.00 SIGNIFICANCE CRITERIA The City of South San Francisco requires that LOS D be maintained for intersections during the AM and PM peak periods. A project would be considered to have a significant impact if the trips generated by the project would cause the intersection to operate at a level of service that does not meet the City standard. If the existing intersection currently meets the City LOS standard, a project would also be considered to have a significant impact if the cumulative scenario showed that the combination of the project traffic and future cumulative traffic would result in the intersection not meeting the City LOS standard and the proposed project traffic increased the average control delay for the intersection by four seconds or more. If the existing intersection operations do not meet the current City LOS standard, the project is considered to have an impact if the trips generated by the project would add any additional traffic to that intersection. The San Mateo County Congestion Management Program (CMP) sets the LOS standards for the freeways within the County, including the segments analyzed as part of this study. The CMP states that the LOS standard for I-280 within the study are is LOS D. For freeway segments, a project is considered to have a significant impact if the trips generated by the project would cause a freeway segment to operate at a level of service that does not meet the CMP standard. If the freeway segment does not currently meet the CMP standard, the project is considered to have a significant impact if the trips generated by the project add one percent or more of the freeway capacity or the volume to capacity ratio increases by one percent. The project will also cause an impact if the future cumulative analysis shows that the addition of background traffic and project traffic would result in the freeway segment not meeting the CMP standard and the project traffic increases demand on the freeway by one percent or the volume to capacity ratio increases by one percent. None of the study area intersections are listed in the San Mateo County (CMP). However, the freeway segments along I-280 analyzed as part of the study are included in the CMP. Impact criteria for parking, bicycle and pedestrian facilities, and transit system are in accordance with standard measures. Pedestrian impacts are considered significant if the project disrupts existing, or interferes with planned pedestrian facilities, or creates inconsistencies with adopted pedestrian system plans, guidelines, policies, or standards. Bicycle impacts are considered significant if the project disrupts Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 10 existing, or interferes with planned bicycle facilities, or creates inconsistencies with adopted pedestrian system plans, guidelines, policies, or standards. Transit impacts are considered significant if the project disrupts existing, or interferes with planned transit services or facilities, creates demand for public transit services above that which is provided or planned, or creates inconsistencies with adopted transit system plans, guidelines, policies, or standards. RELEVANT GENERAL PLAN POLICIES The Transportation Element of the General Plan contains policies that will guide the development of the Plan’s transportation recommendations. Specifically, the following are relevant General Plan guiding and implementing policies: STREET SYSTEM · Policy 4.2-G-2: Improve connections between different parts of the city. These would help integrate different parts of the city. Connections between areas west and east of US-101 (currently limited to streets that provide freeway access) would also free-up capacity along streets such as Grand Avenue and Oyster Point Boulevard that provide access to US-101. Connections are also critical across El Camino Real and Junipero Serra Boulevard and from Westborough to Downtown. Connections should provide access for multiple modes of transportation including bicycle and pedestrian access. · Policy 4.2-G-3: Where appropriate, use abandoned railroad rights-of-way and the BART right-of- way to establish new streets. · Policy 4.2-G-4: Use the El Camino Real/Chestnut Area Plan as a guide for detailed implementation of General Plan transportation policies for the El Camino Real/Chestnut Area. · Policy 4.2-G-7: Use Figure 4-1: Street Classifications, to identify, schedule, and implement roadway improvements. Use the El Camino Real/Chestnut Avenue Area Plan to identify, schedule, and implement roadway improvements for the El Camino Real/Chestnut Area and the Downtown Station Area Specific Plan for the Downtown Station Area roadway improvements. · Policy 4.2-G-8: Use the Bicycle Master Plan to identify, schedule, and implement roadway improvements that enhance bicycle access. · Policy 4.2-G-9: Use the Pedestrian Master Plan to identify, schedule, and implement roadway improvements that enhance pedestrian access. · Policy 4.2-G-10: Make efficient use of existing transportation facilities and, through the arrangement of land uses, improve alternate modes, and enhanced integration of various transportation systems serving South San Francisco, strive to reduce the total vehicle-miles traveled. · Policy 4.2-G-11: Coordinate local actions with regional agencies, and undertake active efforts to undertake transportation improvements. · Policy 4.2-G-12: Provide fair and equitable means for paying for future street improvements including mechanisms such as development impact fees. · Policy 4.2-G-13: Strive to maintain LOS D or better on arterial and collector streets, at all intersections, and on principal arterials in the CMP during peak hours. · Policy 4.2-G-14: Accept LOS E or F after finding that: o There is no practical and feasible way to mitigate the lower level of service; and o The uses resulting in the lower level of service are of clear, overall public benefit. · Policy 4.2-G-15: Exempt development within one-quarter mile of a Caltrain or BART station, or a City-designated ferry terminal, from LOS standards. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 11 · Policy 4.2-I-2: Undertake street improvements identified in the General Plan including: o Connection between Hillside Boulevard and El Camino Real near the BART station. o Arroyo Drive/Oak Avenue connection. o Mission Road extension from Chestnut Avenue to South Linden Avenue extension on the BART right-of-way. · Policy 4.2-I-7: Continue to require that new development pays a fair share of the costs of street and other traffic and transportation improvements, based on traffic generated and impacts on service levels. Explore the feasibility of establishing impact fee, especially for improvements required in the Lindenville area. · Policy 4.2-I-10: Design roadway improvements and evaluate development proposals based on LOS standards. · Policy 4.2-I-11: Implement, to the extent feasible, circulation system improvements prior to deterioration in levels of service below the stated standard. ALTERNATIVE TRANSPORTATION SYSTEMS Alternative Transportation System implementing policies include bicycle, pedestrian, and transit focused policies. •Policy 4.3-G-1: Develop a comprehensive and integrated system of bikeways that promote bicycle riding for transportation and recreation. •Policy 4.3-G-2: Provide safe and direct pedestrian routes and bikeways between and through residential neighborhoods, and to transit centers. •Policy 4.3-G-3: Use the El Camino Real/Chestnut Avenue Area Plan as a guide for detailed implementation of General Plan alternative transportation system policies for the El Camino Real / Chestnut Area. •Policy 4.3-G-5: In partnership with employers, continue efforts to expand shuttle operations. •Policy 4.3-G-6: In partnership with the local business community, develop a transportation systems management plan with identified trip-reduction goals, while continuing to maintain a positive and supportive business environment. •Policy 4.3-I-1: Prepare and adopt a Bikeways Master Plan that includes goals and objectives, a list or map of improvements, a signage program, detailed standards, and an implementation program. Once adopted, the Bicycle Master Plan shall be the guiding policy document regarding bicycling matters that are within the scope of the adopted Bicycle Master Plan. Bicycle •Policy 4.3-I-2: As part of the Bikeways Master Plan, include improvements identified in the General Plan, and identify additional improvements that include abandoned railroad rights-of-way and other potential connections including: o Bike Path on linear park on the BART right-of-way, extending from the South San Francisco BART Station to the San Bruno BART station. o Bike connections between Mission Road and El Camino Real o Bike connection between Camaritas Avenue and El Camino Real •Policy 4.3-I-4: Require provision of secure covered bicycle parking at all existing and future multifamily residential, commercial, industrial, and office/institutional uses. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 12 Pedestrian Circulation •Policy 4.3-I-5: Prepare, adopt, and maintain a PMP as a long-term vision for supporting and improving pedestrian access in South San Francisco, including goals, policies, and strategic near-term implementation measures that encourage pedestrian activity and prioritizes pedestrian improvements for funding. •Policy 4.3-I-12: Use the El Camino Real/Chestnut Avenue Area Plan to identify, schedule, and implement pedestrian improvements for the El Camino Real/Chestnut Area. Transportation Demand Management (TDM) •Policy 4.3-I-15: Adopt a TDM program or ordinance which includes, but is not limited to, the following components: o Methodology to determine eligibility for land use intensity bonuses for TDM programs identified in the Land Use Element o Procedures to ensure continued maintenance of measures that result in intensity bonuses o Requirements for off-site improvements (such as bus shelters and pedestrian connections) that are directly necessary as a result of development o Establishment of baseline TDM requirements for all new projects generating more than 100 peak period trips. o Establishment of additional requirements for all new projects seeking a FAR bonus. o An ongoing monitoring and enforcement program to ensure TDM measures are actually implemented. o Reduce parking requirements for new projects implementing a TDM Program in proximity to fixed guide way transit or those Parking •Policy 4.3-I-18: Establish parking standards to support trip reduction goals by: o Allowing parking reductions for projects that have agreed to implement trip reduction methods, such as paid parking, and for mixed use development. o Requiring projects larger than 25 employees to provide preferential parking for carpools and vanpools. •Policy 4.3-I-19: Amend the Zoning Ordinance to reduce minimum parking requirements for projects proximate to transit stations and for projects implementing a TDM program. •Policy 4.3-I-20: Investigate opportunities for shared parking facilities whenever possible to reduce the number of new parking stalls required. Transit · Policy 4.4-G-1: Promote local and regional public transit serving South San Francisco. · Policy 4.4-G-2: Explore mechanisms to integrate various forms of transit. · Policy 4.4-I-3: Explore the feasibility of a shuttle system between the Downtown/multi-modal station and South San Francisco and San Bruno stations. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 13 2. EXISTING (2016) CONDITIONS This section describes the current transportation network within the study area, including roadway, bicycle, pedestrian, and transit facilities. The Existing (2016) traffic operations of the study area intersections are analyzed and discussed as well. ROADWAY NETWORK The existing circulation network is composed of freeways, arterial streets, collector streets, and local streets. The City of South San Francisco General Plan provides the definitions below for street classifications. FREEWAYS Freeways are limited-access, high-speed travelways included in the State and federal highway systems. These travelways carry regional through traffic and access is provided by interchanges at intervals of one- mile or greater. No access is provided to adjacent land uses. There are two freeways in South San Francisco – US-101 and I-280. ARTERIALS Arterials are major streets that primarily serve through traffic and provide access to abutting properties as a secondary function. Arterials are generally designed with four to six travel lanes and major intersections are signalized. In South San Francisco, there are two types of arterials: major arterials and minor arterials. Major arterials are typically divided (have raised medians), have more travel lanes, and carry more traffic than minor arterials. Major arterials in the city include El Camino Real, Sisters Cities Boulevard, Junipero Serra Boulevard, and East Grand Avenue. Minor arterials include Mission Road and Orange Avenue. COLLECTORS Collectors connect arterials with local streets, and provide access and circulation within neighborhoods. Collectors are typically designed with two travel lanes, parking lanes, planter strips, and sidewalks. Examples of collectors in South San Francisco are Commercial Avenue and Del Monte Avenue. LOCAL STREETS Local streets provide direct access to abutting properties as their primary function. Local streets have no more than two travel lanes. REGIONAL ACCESS The City of South San Francisco is connected to several regional highways, including I-280, I-380, and US- 101. I-280 is an eight-lane freeway that provides regional access to San Francisco, the Peninsula, and San Jose. I-380 is a six-lane freeway that provides access to the San Francisco International Airport, I- 280, and US-101. US-101 is an eight-lane freeway that provides regional access to San Francisco, and cities up and down the Peninsula. US-101 is a major north-south highway connecting Southern and Northern California. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 14 LOCAL ACCESS The project study area is within the South San Francisco city limits and consists of arterials, collectors, and local streets. The following describes the roadways in the vicinity of the study area. El Camino Real (SR-82) is a six-lane Major Arterial with a raised, landscaped median. The median has openings for left-turn pockets at all intersections and some major driveways. On-street parking is allowed on some segments on the roadway. The speed limit is 40 miles per hour. Several SamTrans bus routes operate along the segment of El Camino Real with the study area. Gaps in the sidewalk system occur on El Camino Real on the west side between Arroyo Drive and BART Road. Mission Road is a four-lane Minor Arterial with no median or center turn lane, except from Oak Avenue to Chestnut Avenue where a raised median exists. On-street parking is not allowed on this street within the study area. The speed limit is 30 miles per hour. Mission Road does not have a sidewalk on the west side of the street between Oak Avenue and Grand Avenue. Westborough Boulevard/Chestnut Avenue is a four-lane Major Arterial with a raised median west of Mission Road. Except for a short segment in the eastbound direction between El Camino Real and Mission Road, on-street parking is not allowed. The speed limit is not posted on the street in the area of the project, but is posted at 45 miles per hour to the west of Camaritas Avenue and is posted at 30 miles per hour to the east of Mission Road. In the vicinity of the project area Westborough Boulevard/Chestnut Avenue has sidewalks on both sides of the street. Arroyo Drive is a two-lane Collector with a double yellow centerline, except for a short segment with a raised median near El Camino Real. There are two pedestrian crossings with ladder-style markings between Camaritas Avenue and El Camino Real. On-street parking is allowed within the study area. On the south side of Arroyo Drive between Camaritas Avenue and El Camino Real, in front of the City’s municipal building, the on-street parking is angled. The speed limit is 25 miles per hour. Arroyo Drive has a sidewalk on both sides of the street within the study area. It is designated as a Class III bike route. Camaritas Avenue is classified as an Other Street in the City’s General Plan. It is four lanes between Arroyo Drive and Westborough Road, otherwise it is two lanes. Over the four-lane section, on-street parking is allowed in the southbound direction. North of Arroyo Drive, on-street parking is allowed in both directions. The four-lane section is designated as a Class III bike route. The four-lane section does not have a posted speed limit. Sidewalks are provided on both sides of the street on Camaritas Avenue. Oak Avenue is a two-lane Collector with a double yellow centerline. It has a two-way left-turn lane east of Commercial Avenue. It has on-street parking on both sides of the street, and the posted speed limit is 25 miles per hour. Sidewalks are provided on both sides of the street. This street is proposed to be extended from Mission Road to El Camino Real. INTERSECTION OPERATIONS Intersection turning movement counts were collected on a typical weekday between 7:00-9:00 AM and 4:00-6:00 PM at all the study area intersections. The traffic counts were conducted on September 13, 2016. A field visit was also conducted to confirm intersection geometry, intersection control, pedestrian and bicycle accessibility, and queue lengths. The existing (2016) intersection geometry and traffic control is illustrated in Figure 2. The existing (2016) conditions traffic volumes are shown in Figure 3. J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 2 EXISTING (2016) CONDITION N APRIL 2017097009101 NOT TO SCALE STUDY AREA INTERSECTIONS 1 2 3 LANE GEOMETRY AND TRAFFIC CONTROL TRAFFIC SIGNAL STOP SIGN EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 12 11 10 9 STORAGE LENGTHXX' LEGEND X 4 5 6 7 8 9 10 11 12 EL CAMINO REAL -CHESTNUT AREA PLAN EIR J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 3 EXISTING (2016) CONDITION N NOT TO SCALE PEAK HOUR TURNING MOVEMENT VOLUMES 1 2 3 4 5 6 7 8 12 11 10 9 LEGEND STUDY AREA INTERSECTIONS AM(PM) PEAK HOUR VOLUMESAM/(PM) X EL CAMINO REAL -CHESTNUT AREA PLAN EIR EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 9 10 11 12 APRIL 2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 17 FIELD OBSERVATIONS Field observations were conducted at the study intersections during the PM peak period in September 2016. The following intersections were observed to have heavy congestion in the PM peak hour. El Camino Real/Hickey Boulevard – Vehicles were queued up in the northbound left turn lanes during the PM peak hour. Queues in these lanes backed up approximately 400 feet, but were contained within the left turn storage pocket. This high northbound left turn volume resulted in less green time for the southbound approach, resulting in noticeable queues for this approach. El Camino Real/Chestnut Avenue – This intersection showed heavy vehicle congestion in the westbound approach during the PM peak hour. The westbound approach has a short storage length due to the close proximity of the adjacent signalized intersection of Chestnut Avenue/Antoinette Lane. This short storage length would result in vehicles consistently backing up into the intersection of Chestnut Avenue/Antoinette Lane, and sometimes blocking vehicles making southbound right and northbound left at the intersection. Junipero Serra Boulevard/Arroyo Drive – This intersection showed high delays for vehicles making a westbound left turn from Arroyo Drive to southbound Junipero Serra Boulevard. Due to the higher vehicle speeds along Junipero Serra Boulevard and the wide intersection, vehicles needed more time to make a westbound left turn onto Junipero Serra Boulevard. However, the traffic signal at the intersection of Junipero Serra Boulevard/Westborough Boulevard created gaps that allowed vehicles to make this turn. The following intersections were evaluated under existing (2016) conditions for the AM and PM peak hours: 1. El Camino Real/Hickey Boulevard 2. El Camino Real/McLellan Boulevard 3. El Camino Real/Arroyo Drive/Oak Extension 4. El Camino Real/Chestnut Avenue 5. El Camino Real/Orange Avenue 6. Mission Road/Grand Avenue 7. Chestnut Avenue/Grand Avenue 8. Mission Road/Oak Avenue 9. Mission Road/Chestnut Avenue 10. Junipero Serra Boulevard/Arroyo Drive 11. Westborough Boulevard/I-280 SB Off Ramp 12. Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard A traffic operations model was developed for the study area using TRAFFIX software.Table 4 summarizes the existing (2016) intersection levels of service for the AM and PM peak hours. Most study intersections operate at an acceptable LOS D or better, except at the following locations: · Intersection #1 – El Camino Real and Hickey Boulevard – PM peak hour · Intersection #4 – El Camino Real and Chestnut Avenue – AM peak hour · Intersection #10 – Junipero Serra Boulevard and Arroyo Drive – AM and PM peak hours · Intersection #12 – Westborough Boulevard and I-280 NB on-ramp/Junipero Serra Boulevard – AM peak hour Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 18 Table 4: Existing Conditions – Intersection Levels of Service Table 4 also summarizes the existing (2010) intersection levels of service for the AM and PM peak hours from the previous study. These intersection LOS results for the existing (2016) condition are similar to the previous traffic study’s existing (2010) condition intersection LOS results. The following intersections operate unacceptably in both existing (2016) and existing (2010) conditions: · Intersection #10 – Junipero Serra Boulevard and Arroyo Drive · Intersection #12 – Westborough Boulevard and I-280 NB on-ramp/Junipero Serra Boulevard The following intersections only operate unacceptably in the existing (2016), but not the existing (2010) conditions: · Intersection #1 – El Camino Real and Hickey Boulevard · Intersection #4 – El Camino Real and Chestnut Avenue This is a result of increased volumes at each of these two intersections in 2016. FREEWAY OPERATIONS It was requested by Caltrans that four freeway mainline segments be analyzed to determine if the trips generated by the project impact the freeway. Freeway volumes were determined by growing the latest volumes (i.e. 2015) provided on the Caltrans Traffic Census Program website to existing (2016) condition volumes. Table 5 summarizes the existing (2016) freeway levels of service during the AM and PM peak hour. Each freeway segment operates at a LOS E for either the AM peak hour or PM peak hour, which fails to meet the current CMP LOS standards. Both northbound I-280 freeway segments operate at a deficient LOS E in the PM peak hour and southbound I-280 from Hickey Boulevard to Westborough Boulevard operates at a deficient LOS E in the PM peak hour. Southbound I-280 from Westborough Boulevard to Avalon Drive operates at a deficient LOS E.Table 6 summarizes the existing (2010) freeway levels of service from the previous study. Compared to the previous traffic study, the freeway volumes have increased and therefore the LOS has worsened from an acceptable LOS D to an unacceptable LOS E at the same locations. LOS Delay LOS Delay LOS Delay LOS Delay 1El Camino Real/Hickey Boulevard D Signal D 53.4 E 58.9 D 35.9 D 38.5 2El Camino Real/McLellan Boulevard D Signal C 31.8 D 35.0 C 31.2 C 30.5 3El Camino Real/Arroyo Drive/Oak Extension D Signal C 25.5 C 20.5 B 19.8 B 15.9 4El Camino Real/Chestnut Avenue D Signal E 56.7 D 52.4 D 39.7 D 38.1 5El Camino Real/Orange Avenue D Signal D 36.8 D 40.7 C 33.1 C 32.7 6Mission Road/Grand Avenue D AWSC B 12.9 B 13.0 B 13.2 B 12.4 7Chestnut Avenue/Grand Avenue D Signal C 32.2 C 31.2 C 29.0 C 29.0 Mission Road/Oak Avenue A 2.3 A 1.0 A 1.4 A 0.8 Worst Approach B 14.9 B 11.8 C 15.4 B 12.2 9Mission Road/Chestnut Avenue D Signal C 26.7 C 26.4 C 24.4 C 22.5 Junipero Serra Boulevard/Arroyo Drive B 11.5 A 3.8 A 8.1 A 7.2 Worst Approach F 99.7 E 39.2 E 47.8 F 62.6 11 Westborough Boulevard/I-280 SB Off Ramp D Signal A 5.3 A 9.8 B 15.8 D 41.9 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 85.6 D 54.9 D 41.3 E 78.0 Note: Intersections that are operating below acceptable levels are shown in BOLD. AM Peak PM Peak# SSSC Existing (2010) AM Peak PM Peak 8 Existing (2016) ControlLOS CriteriaIntersection D SSSC D 10 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 19 Table 5: Existing (2016) Conditions – Freeway Segment Levels of Service Table 6: Existing (2010) Conditions – Freeway Segment Levels of Service Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C I-280 NB from Avalon to Westborough 2,200 4 8,800 70 65 D 6,269 D 0.712 8,032 E 0.913 I-280 NB from Westborough to Hickey 2,200 4 8,800 70 65 D 7,575 D 0.861 8,727 E 0.992 I-280 SB from Hickey to Westborough 2,200 4 8,800 70 65 D 7,179 D 0.816 8,073 E 0.917 I-280 SB from Westborough to Avalon 2,200 4 8,800 70 65 D 7,876 E 0.895 7,334 D 0.833 LOS Standard Free Flow Speed Speed LimitFreeway Segment Capacity per Lane # of Lanes Total Capacity AM Peak PM Peak Existing (2016) Conditions Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C I-280 NB from Avalon to Westborough 2,200 4 8,800 70 65 D 4,722 C 0.537 7,327 D 0.833 I-280 NB from Westborough to Hickey 2,200 4 8,800 70 65 D 5,056 C 0.575 7,091 D 0.806 I-280 SB from Hickey to Westborough 2,200 4 8,800 70 65 D 5,708 C 0.649 6,214 D 0.706 I-280 SB from Westborough to Avalon 2,200 4 8,800 70 65 D 6,305 D 0.716 5,155 C 0.586 LOS Standard Existing (2010) Conditions AM Peak PM PeakFreeway Segment Capacity per Lane # of Lanes Total Capacity Speed Limit Free Flow Speed Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 20 TRANSIT NETWORK Public transportation is provided by Bay Area Rapid Transit (BART), San Mateo County Transit District (SamTrans) and Caltrain. Public transportation routes, stops and stations within the project vicinity are shown in Figure 4. BART BART connects the San Francisco Peninsula with Oakland, Berkeley, Fremont, Walnut Creek, Dublin, Pleasanton and other East Bay cities via above- and below-ground heavy rail. From the project area, BART provides service to the north towards San Francisco and across the bay. BART also provides direct access to San Francisco International Airport. The South San Francisco BART station is located just to the north of the study area. Its primary drop-off area and parking garage are accessed from BART Road via El Camino Real or Mission Road. Pedestrian access is provided via El Camino Real, Mission Road, and McLellan Drive. The South San Francisco BART station opened in 2003 as part of the BART extension from Colma to San Francisco International Airport/Millbrae. It operates underground in the project vicinity, bisecting the project area. The travel time is approximately 20 minutes via BART to travel from the South San Francisco station to the Civic Center station in San Francisco and approximately 35 minutes via BART to travel to the 12th Street Station in Oakland. The BART station is adjoined by a large, daily parking garage that is discussed in the parking chapter of this report. SAMTRANS SamTrans operates fixed-route buses, community-based shuttles, paratransit, and BART commuter shuttles within San Mateo County. Many bus routes and shuttles operate through South San Francisco and the project vicinity. Many SamTrans fixed bus routes and BART commuter shuttles provide local and regional service to the South San Francisco BART station. As a result, bus stops within or adjacent to the project area are served by multiple bus routes. Fixed Route Bus Service Route 28 travels between the Serramonte Center in Daly City and South San Francisco High School. Along the route, it connects with regional shopping centers in Daly City and South San Francisco. It operates with 10-minute headways during the AM period and 6-minute headways during the PM period except for Wednesdays. The service is only provided on school days. In the project vicinity, it travels on Westborough Boulevard and then heads south on El Camino Real. Route 35 provides community service from the intersection of Warwick Street and Christen Avenue to El Camino High School, located near the South San Francisco BART station. It operates with 10- to 40-minute headways during AM peak hours. It also operates with 6-minute headways during the PM period. This service only operates three AM loops and three PM loops. The service is only provided on school days. In the project vicinity, it travels on El Camino Real between Hickey Boulevard and BART station. NOT TO SCALE FIGURE 4 EXISTING (2016) TRANSIT NETWORK EL CAMINO REAL - CHESTNUT AREA PLAN EIR APRIL2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 22 Route 37 travels through South San Francisco from the intersection of Grove Avenue and Hillside Boulevard to Alta Loma Middle School. It provides service during school start and dismissal times at Alta Loma Middle School. The service is only provided on school days and operates one morning and one afternoon bus from 7:59 to 8:20 AM and 3:35 to 3:59 PM, respectively. In the project vicinity, it travels on El Camino Real between Arroyo Drive and Orange Avenue. Route 39 travels through South San Francisco from the intersection of Hazelwood Drive and Northwood Drive to Alta Loma Middle School. It provides service during school start and dismissal times at Alta Loma Middle School. The service is only provided on school days and operates one morning and one afternoon bus from 8:16 to 8:32 AM and 3:25 to 3:40 PM, respectively. In the project vicinity, it travels on El Camino Real between Arroyo Drive and Orange Avenue. Route 122 travels between the Stonestown Shopping Center in San Francisco and the South San Francisco BART station, providing service to the Colma BART Station, San Francisco State University and many retail and medical centers along the way. On weekdays, it operates with an approximate 20-minute headway during the peak hours and approximate 30-minute headway for the rest of the day, from 6:00 AM to 10:00 PM. It operates on weekends and holidays with 30-minute headways. In the project vicinity, it travels on El Camino Real south of the South San Francisco Station and then travels west on Arroyo Drive. Route 131 travels between the Serramonte Center in Daly City and the intersection of Airport Boulevard & Linden Avenue in South San Francisco. It also provides service to the South San Francisco BART station. On weekdays, it operates with 15- to 20-minute headways during the peak hours and approximately 15- to 30-minute headways for the rest of the day, from 5:05 AM to 10:56 PM. It operates on Saturdays with 30- minute headways and on Sundays and holidays with 60-minute headways. In the project vicinity, it travels on El Camino Real, Mission Road, and Grand Avenue. Route ECR travels between Daly City BART station and Palo Alto Transit Center. Along the route, it connects with the Daly City, Colma, South San Francisco, San Bruno and Millbrae BART stations, the Millbrae and Redwood City Transit Center and various Caltrain stations. On weekdays, it operates with approximately 15-minute headways during peak hours and 30-minute headways from 4:00 AM to 2:00 AM. On the weekends, it operates with 15- to 30-minute headways from 5:00 AM to 2:00 AM. The South City Shuttle travels in a clockwise loop around South San Francisco. Points on the route include South San Francisco BART station, the City Library, and the City’s Community Learning Center. On weekdays, it operates in approximately 45-minute headways from 7:15 AM to 6:39 PM. Paratransit Service In addition, SamTrans operates demand-responsive paratransit service within the project area. CALTRAIN The study area is also served by Caltrain, a commuter rail system connecting Gilroy to San Francisco with a station located approximately 2 miles from the study area, just to the east of US-101 near the Grand Avenue interchange. Transfers between the Caltrain and the BART system can occur at the Millbrae BART station. Access from the study area is provided to Caltrain via BART or SamTrans bus routes. BICYCLE FACILITIES Bicycle facilities are classified either as Class I, Class II, or Class III. Class I facilities are paved paths separated from the roadway. Class II facilities are bike lanes striped on the roadway and include associated Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 23 signage. Class III facilities are bike routes along roadways that are designated by signs only and may or may not include additional pavement width in the roadway. Bicycle facilities in the project vicinity are shown in Figure 5. The following is a list of Class I bicycle paths in the vicinity of the study area: ·Centennial Way Trail between South San Francisco BART Station and San Bruno BART Station The following is a list of Class II bicycle lanes in the vicinity of the study area: ·Westborough Boulevard between I-280 and Camaritas Avenue/West Orange Avenue · Grand Avenue between Chestnut Avenue and Spruce Avenue ·Mission Road north of McLellan Drive The following is a list of Class III bicycle routes in the vicinity of the study area: ·Camaritas Avenue-West Orange Avenue south of Arroyo Drive ·Commercial Avenue between Chestnut Avenue and Lindon Avenue ·Del Monte Avenue between Bryon Drive to Arroyo Drive ·El Camino Real through its extents within the City of South San Francisco ·Mission Road between McLellan Drive and Sequoia Avenue ·Westborough Boulevard-Chestnut Avenue between Camaritas Avenue/West Orange Avenue and Hillside Boulevard ·Grand Avenue between Mission Road and Chestnut ·Alta Loma Drive between San Felipe Avenue and Arroyo Drive (Proposed) ·San Felipe Avenue west of Alta Loma Drive (Proposed) PEDESTRIAN FACILITIES Most roads within the study area have pedestrian sidewalks and are ADA (Americans with Disabilities Act) accessible. Most signalized intersections in the area have pedestrian crossings at all or most approaches with pedestrian signals and pushbuttons. The Centennial Way trail is a multi-use bicycle and pedestrian path and travels through the study area. An additional multi-use bicycle and pedestrian path is located adjacent to North Canal Street from West Orange Avenue to South Spruce Avenue. There are a few gaps within the sidewalk network in the vicinity of the project area. Most prominently is the lack of a sidewalk on the west side of El Camino Real from BART Road to just north of Arroyo Drive. This is identified as an improvement and is recommended by the City’s El Camino Real Master Plan, prepared in 2006. There is also a lack of a sidewalk on the west side of Mission Road from approximately Oak Avenue to Grand Avenue. The need for this walkway may be reduced with the construction of Linear Park, although with the development of parcels on the west side of Mission Road and the extension of Oak Avenue, there may be a need for a sidewalk adjacent to the roadway. Access from the Buri Buri neighborhood, located west of El Camino Real, to the study area is limited to Arroyo Drive and a stairway opposite the BART road due to steep grades between the neighborhood and El Camino Real. Access from the east side of Mission Road to the study area is currently limited to Chestnut Avenue and a pedestrian bridge along Mission Road that connects to Antoinette Lane through Centennial Way Trail. N NOT TO SCALEFIGURE 5 EXISTING (2016) BICYCLE FACILITIES EL CAMINO REAL - CHESTNUT AREA PLAN EIR APRIL2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 25 3. EXISTING (2016) PLUS PROJECT CONDITIONS The existing (2016) plus project scenario is a scenario that identifies specific impacts of the proposed plan for comparative purposes. The peak hour traffic volumes for this scenario were developed by adding the net new trips generated by the land use plan to the existing traffic volumes. It will also evaluate potential impacts to pedestrian, bicycle, and transit circulation. Overall, traffic patterns are not anticipated to change significantly, because the primary roadway network remains the same. PROJECT DESCRIPTION The initial Plan included an update to the land uses and intensities of the El Camino Real/Chestnut Avenue Area Plan. The El Camino Real/Chestnut Avenue Area Plan is divided into different blocks, as shown in Figure 6. Each block included new land uses that generated project trips. This update to the Plan Area included the following: · Addition of the Civic Center – The proposed Civic Center will include the following land uses: o Police Department, IT Department, and HR Department – 44,500 SF o Fire Station – 7,000 SF o Library – 50,000 SF o Parks & Recreation – 43,500 SF The addition of the Civic Center would be to Blocks D, E, F, and G. However, the fire station would be located on the eastern corner of the intersection of Arroyo Drive and Camaritas Avenue. The other major change to the Plan is that the Oak Avenue Extension is not included as part of the project. Since the Oak Avenue Extension is not planned to be constructed with the Civic Center, it will be included in the Cumulative (2030) condition. PROJECT TRIP GENERATION The Institute of Transportation Engineer’s (ITE)Trip Generation Manual, 9th Edition, was used to estimate daily and peak hour trip generation that can be attributed to the proposed Area Plan development. Trip generation rates are the number of trips generated by a particular land use per an independent variable of dwelling units, employees, or square feet. These rates are developed through many studies conducted throughout the country and, therefore, the rates represent a national average for similar land use types. Trip generation rates can vary depending on where the studies were conducted, and ITE provides a range of rates. It should be noted that the previous traffic study used the ITE Trip Generation, 8th Edition, which had slightly different trip rates for some of the land uses. A trip is defined in the Trip Generation Manual as a single or one-directional vehicle movement with either the origin or destination at the project site. In other words, a trip can be either “to” or “from” the site. In addition, a single customer visit to a site is counted as two trips (i.e., one to and one from the site). For purposes of determining the worst-case impacts of traffic on the surrounding street network, the trips generated by a proposed development are typically estimated between the hours of 7:00-9:00 AM and 4:00-6:00 PM. While the project itself may generate more traffic occurring some other time of the day such as around noon, the peak of “adjacent street traffic” represents the time period when the uses generally contribute to the greatest amount of congestion, with the PM peak commonly being the greatest congestion period. J u n i p e r o S e r r a B l v d A rro y o D r WestboroughBlvd W . O r a n g e A v e ChestnutAve O a k A v e GrandAveElCamino Real Mission Rd McLellan Dr L a w n d ale Blv d H i ck e y B lv d FIGURE 6 PROJECT AREA BLOCKS STUDY AREA INTERSECTIONS EL CAMINO - CHESTNUT PLAN AREA 3 4 5 6 7 8 1 2 10 11 12 9 X LEGEND N NOT TO SCALE EL C AMINO REAL -CHESTNUT AREA PLAN EIR A B C F D G E I H PROJECT AREA BLOCKSX J BLOCK BOUNDARY APRIL 2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 27 Although the trips generated by the project may be greater during certain hours of the day, the background volumes on the street network would be relatively low compared to weekday peak traffic volumes. For this reason, this section of the traffic report focused on the weekday AM and PM peak hours. This methodology is in harmony with typical City of South San Francisco practice in the preparation of other traffic impact studies. Net new proposed land uses were used to calculate the potential trip generation of the Area Plan. Trip generation was calculated based on the proposed development for each individual block and then added together to estimate the overall Plan’s trips.Table 7 presents the total trip generation for the site on a per block basis. Additional trip generation calculations are provided in the Appendix. Table 7: Project Trip Generation by Development Block Land Use Designation Daily Trips AM Peak Hour Trips PM Peak Hour Trips In Out Total In Out Total Block A 1,984 30 122 152 120 65 185 Blocks B & C 1,001 14 43 57 50 29 79 Blocks D & E -340 35 0 35 -6 24 18 Blocks F & G 4,856 27 71 98 126 318 444 Blocks H, I, & J 1,406 22 104 126 96 47 143 Outside Focus Area 1,055 -53 72 19 87 -16 71 Total Trip Generation 9,962 75 412 487 473 467 940 As noted in Table 7, the net new development within the Area Plan will generate approximately 487 new AM peak hour trips and 940 new PM peak hour trips.Table 8 shows the previous project trip generation. Table 8: Previous Project Trip Generation by Development Block Land Use Designation Daily Trips AM Peak Hour Trips PM Peak Hour Trips In Out Total In Out Total Block A 2,343 36 144 180 141 77 218 Blocks B & C 1,078 15 49 64 52 32 84 Blocks D & E 3,784 57 100 157 141 111 252 Blocks F & G 3,778 112 21 133 37 111 148 Blocks H, I, & J 1,716 26 123 149 115 57 172 Outside Focus Area 3,768 57 124 181 157 112 269 Total Trip Generation 16,467 303 561 864 643 500 1,143 The previous project generated more trips in the AM peak hour, PM peak hour, and daily. The biggest difference between the previous project and the current project is Blocks D & E, Blocks F & G, and outside the focus area. Blocks D & E and Blocks F & G are where the Civic Center is proposed to be located and outside the focus area is where the existing Civic Center buildings are located. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 28 INTERNAL CAPTURE With multi-use development, there is the potential for interaction among uses within the site. These types of trips are considered internal to the site and are “captured” within the site. Internal capture reductions for each use on the development blocks were calculated separately based on data published in ITE’s Trip Generation Handbook, 3rd Edition. Additional internal capture calculations are contained in the Appendix. PROJECT TRANSIT TRIP REDUCTION Developments constructed in close proximity to an existing BART station outside central business districts have lower trip generation due to transit use. The following transit trip reductions were taken to the land uses in the project as follows: · Residential: 15 percent · Office: 25 percent · Retail: 5 percent It should be noted that these are the same percentages as from the previous traffic study. TRANSPORTATION DEMAND MANAGEMENT The El Camino Real/Chestnut Avenue Area Plan discusses the City’s Municipal Code requirement for new development to implement a transportation demand management (TDM) program to ensure that a minimum of 28 percent of the development’s trips are made by transit, bicycling, or walking. Therefore, the project trips from each block were reduced by a total of 28 percent to account for the TDM reductions. This 28 percent includes the transit reductions. PROJECT TRIP PASS-BY Pass-by trips represent trips already on the road which stop as they pass by the site as a matter of convenience on their path to another destination. These trips enter and exit the site at the driveways but are not new trips to the study area. The most complete source of data regarding average pass-by rates for various land uses is found in Trip Generation Handbook. PROJECT TRIP DISTRIBUTION AND ASSIGNMENT Because of the nature of the development, the majority of customers to the project are expected to travel from nearby locations throughout South San Francisco and neighboring cities. Project distribution was developed based on existing traffic count information, traffic volumes in the C/CAG travel demand model, and the general orientation of similar land uses to the site and population and employment sources to the study area.Figure 7 presents the traffic distributions assumed for this traffic study. The trip distribution is the same as from the previous traffic study. INTERSECTION OPERATIONS Each study area intersection was analyzed using the intersection geometry and traffic control illustrated in Figure 8. Using the trip generation from Table 7 and the trip distribution percentages from Figure 7, the project trips were calculated and added to the existing traffic volumes to develop the existing (2016) plus project traffic volumes.Figure 9 illustrates the Existing (2016) plus Project peak hour volumes and Figure 10 presents the peak hour volumes generated by the project in the Existing (2016) plus Project condition. J u n i p e r o S e r r a B l v d A rro y o D r WestboroughBlvd W . O r a n g e A v e ChestnutAve O a k A v e GrandAveElCamino Real Mission Rd McLellan Dr L a w n d ale Blv d H i ck e y B lv d FIGURE 7 PROJECT TRIP DISTRIBUTION STUDY AREA INTERSECTIONS EL CAMINO - CHESTNUTPLAN AREA 3 4 5 6 7 8 1 2 10 11 12 9 X LEGEND EL CAMINO REAL -CHESTNUT AREA PLAN EIR PROJECT TRIP DISTRIBUTIONXX% N NOT TO SCALE 20% 10% 5% 10% 15% 25% 8% 5% 2% APRIL 2017097009101 J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 8 FUTURE CONDITION N NOT TO SCALE LEGEND STUDY AREA INTERSECTIONS 1 2 3 LANE GEOMETRY AND TRAFFIC CONTROL TRAFFIC SIGNAL STOP SIGN EL CAMINO - CHESTNUT PLAN AREA X 1 2 3 4 5 6 7 8 12 11 10 9 STORAGE LENGTHXX' xx' 4 5 6 7 8 9 10 11 12 EL CAMINO REAL -CHESTNUT AREA PLAN EIRAPRIL 2017097009101 J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 9 EXISTING (2016) PLUS PROJECT CONDITION N NOT TO SCALE PEAK HOUR TURNING MOVEMENT VOLUMES 1 2 3 4 5 6 7 8 12 11 10 9 LEGEND STUDY AREA INTERSECTIONS AM(PM) PEAK HOUR VOULMESAM/(PM) X EL CAMINO REAL -CHESTNUT AREA PLAN EIR EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 9 10 11 12 APRIL 2017097009101 J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 10 PROJECT (EXISTING) GENERATED N NOT TO SCALE PEAK HOUR TURNING MOVEMENT VOLUMES 1 2 3 4 5 6 7 8 12 11 10 9 LEGEND STUDY AREA INTERSECTIONS AM(PM) PEAK HOUR VOULMESAM/(PM) X EL CAMINO REAL -CHESTNUT AREA PLAN EIR EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 9 10 11 12 APRIL 2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 33 Results of the intersection level of service are shown in Table 9. Most study intersections operate at an acceptable LOS D or better, except at the following locations: · Intersection #1 – El Camino Real and Hickey Boulevard – AM and PM peak hours –Significant Impact · Intersection #4 – El Camino Real and Chestnut Avenue – AM and PM peak hours –Significant Impact · Intersection #10 – Junipero Serra Boulevard and Arroyo Drive – AM and PM peak hours – Not a Significant Impact · Intersection #12 – Westborough Boulevard and I-280 NB on-ramp/Junipero Serra Boulevard – AM and PM peak hours –Significant Impact Intersections #1, #4, and #12 are significantly impacted by the proposed project because the project either worsened the intersection from an acceptable LOS D or better to an unacceptable LOS E or worse, or the proposed projected worsened the intersection from an unacceptable LOS E or worse and added at least four (4) seconds of delay to the intersection. Intersection #10 operates at a deficient LOS F in the AM and PM peak hours, however the project does not increase the delay by at least four seconds, and therefore it is not a significant impact. Table 10 shows the previous Existing (2010) plus Project LOS summary table. The previous traffic study identified significant intersection LOS impacts at two of the same intersections in the Existing (2010) plus Project conditions: Intersections #1 and #12. The significant impact at Intersection #4 is new. This new impact is because the without project volumes in 2016 are higher than in 2010 and operate at an unacceptable LOS even without the project. Although the project increases the delay by less than the previous project, the combination of the higher volumes in 2016 and the new project volumes results in a significant impact at this location. IMPACTS AND MITIGATIONS Impact TRAF-1:Traffic generated by the project would affect levels of service at study intersections under Existing (2016) Plus Project conditions. As shown in Table 9, the study intersections in the Existing (2016) Plus Project scenario would continue to operate at acceptable levels of service, except for the following intersections: · Intersection #1 - El Camino Real and Hickey Boulevard (AM and PM peak hours) · Intersection #4 - El Camino Real and Chestnut Avenue (AM and PM peak hours) · Intersection #12 - Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard (AM and PM peak hours) The intersection of El Camino Real/Hickey Boulevard, El Camino Real/Chestnut Avenue, and Westborough Boulevard/I-280 On-Ramp/Junipero Serra Boulevard operates at an unacceptable level of service during both AM and PM peak hours with the additional trips generated by the project. Impact TRAF–1a:Traffic generated by the proposed project would cause the intersection of El Camino Real/Hickey Boulevard to operate below acceptable levels of service in the AM and PM peak hours. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 34 Table 9: Existing (2016) Plus Project Conditions – Intersection Levels of Service LOS Delay LOS Delay LOS Delay Var LOS Delay Var 1El Camino Real/Hickey Boulevard D Signal D 53.4 E 58.9 E 57.8 4.4 F 87.3 28.4 2El Camino Real/McLellan Boulevard D Signal C 31.8 D 35.0 C 33.8 2.0 D 36.7 1.7 3El Camino Real/Arroyo Drive/Oak Extension D Signal C 25.5 C 20.5 C 26.8 1.3 C 24.0 3.5 4El Camino Real/Chestnut Avenue D Signal E 56.7 D 52.4 E 60.8 4.1 E 58.0 5.6 5El Camino Real/Orange Avenue D Signal D 36.8 D 40.7 D 36.9 0.1 D 40.9 0.2 6Mission Road/Grand Avenue D AWSC B 12.9 B 13.0 B 14.1 1.2 B 14.7 1.7 7Chestnut Avenue/Grand Avenue D Signal C 32.2 C 31.2 C 33 0.8 C 31.9 0.7 Mission Road/Oak Avenue A 2.3 A 1.0 A 2.3 0.0 A 0.9 -0.1 Worst Approach B 14.9 B 11.8 C 16.5 1.6 B 12.7 0.9 9Mission Road/Chestnut Avenue D Signal C 26.7 C 26.4 C 29.3 2.6 C 29.2 2.8 Junipero Serra Boulevard/Arroyo Drive B 11.5 A 3.8 B 11.5 0.0 A 3.8 0.0 Worst Approach F 99.7 E 39.2 F 99.7 0.0 E 39.2 0.0 11 Westborough Boulevard/I-280 SB Off Ramp D Signal A 5.3 A 9.8 A 5.4 0.1 B 10.5 0.7 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 85.6 D 54.9 F 96.8 11.2 E 65.4 10.5 Note: Intersections that are operating below acceptable levels are shown in BOLD and significant impacts are highlighted. 8 10 PM Peak#Intersection LOS Criteria Control Existing (2016) D SSSC D SSSC Existing (2016) + Proposed Project AM Peak PM Peak AM Peak Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 35 Table 10: Previous Existing (2010) Plus Project Conditions – Intersection Levels of Service LOS Delay LOS Delay LOS Delay Var LOS Delay Var 1El Camino Real/Hickey Boulevard D Signal D 35.9 D 38.5 D 40.5 4.6 E 58.8 20.3 2El Camino Real/McLellan Boulevard D Signal C 31.2 C 30.5 C 32.4 1.2 C 33.0 2.5 3El Camino Real/Arroyo Drive/Oak Extension D Signal B 19.8 B 15.9 C 29.7 9.9 C 26.1 10.2 4El Camino Real/Chestnut Avenue D Signal D 39.7 D 38.1 D 44.7 5.0 D 43.9 5.8 5El Camino Real/Orange Avenue D Signal C 33.1 C 32.7 C 33.2 0.1 C 33.9 1.2 6Mission Road/Grand Avenue D AWSC B 13.2 B 12.4 B 14.9 1.7 B 14.0 1.6 7Chestnut Avenue/Grand Avenue D Signal C 29.0 C 29.0 C 29.3 0.3 C 29.3 0.3 Mission Road/Oak Avenue A 1.4 A 0.8 A 2.9 1.5 A 3.5 2.7 Worst Approach C 15.4 B 12.2 C 18.4 3.0 C 16.0 3.8 9Mission Road/Chestnut Avenue D Signal C 24.4 C 22.5 C 24.5 0.1 C 23.7 1.2 Junipero Serra Boulevard/Arroyo Drive A 8.1 A 7.2 A 8.1 0.0 A 7.2 0.0 Worst Approach E 47.8 F 62.6 E 47.8 0.0 F 62.6 0.0 11Westborough Boulevard/I-280 SB Off Ramp D Signal B 15.8 D 41.9 B 15.9 0.1 D 43.0 1.1 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal D 41.3 E 78.0 D 49.4 8.1 F 97.3 19.3 Note: Intersections that are operating below acceptable levels are shown in BOLD and significant impacts are highlighted. D SSSC D SSSC Existing (2010) + Project AM Peak PM Peak AM Peak 8 10 PM Peak#Intersection LOS Criteria Control Existing (2010) Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 36 Mitigation Measure TRAF-1a: The City will add an eastbound right turn overlap phase for vehicles going eastbound on Hickey Boulevard and making a right turn onto southbound El Camino Real. This intersection of El Camino Real/Hickey Boulevard currently operates at a LOS D during the AM peak hour and a LOS E during the PM peak hour. It is projected to operate at a LOS E and a LOS F during the AM and PM peak hours, respectively, with the addition of the project generated trips. The mitigation measure would mitigate the project’s impact at this intersection and would improve the intersection level of service to an acceptable LOS C during the AM and PM peak hours and therefore would reduce the project impact to less than significant. It should be noted that this is the same mitigation identified in the previous traffic study. Since this is an Existing (2016) plus Project impact, the mitigation would need to be implemented by the City prior to issuance of the Certificate of Occupancy. Significance:Less-than-Significant with Mitigation. Impact TRAF–1b:Traffic generated by the proposed project would cause the intersection of El Camino Real/Chestnut Avenue to operate below acceptable levels of service in the AM and PM peak hours. Mitigation Measure TRAF-1b: The City will modify the signal timing to optimize the cycle length at the intersection of El Camino Real/Chestnut Avenue. The intersection of El Camino Real/Chestnut Avenue currently operates at a LOS E during the AM peak hour and a LOS D during the PM peak hour. It is projected to operate at a LOS E for both AM and PM peak hours with the additional trips generated by the project. The proposed mitigation measure will alleviate the project’s impact at this intersection and will improve the intersection level of service to an acceptable LOS D for both AM and PM peak hours and reduce the project impact to less than significant. Since this is an Existing (2016) plus Project impact, the mitigation would need to be implemented by the City prior to issuance of the Certificate of Occupancy. Significance:Less-than-Significant with Mitigation. Impact TRAF–1c:Traffic generated by the proposed project would continue to cause the intersection of Westborough Boulevard/I-280 NB On-Ramp/Junipero Serra Boulevard to operate below acceptable levels of service in the AM and PM peak hours. Mitigation Measure TRAF-1c: The City will modify the signal timing to optimize the cycle length in the AM and PM peak hours. The City will also restripe the southbound approach on Junipero Serra Boulevard to one left turn lane, one shared through/left turn lane, one through lane, and one right turn lane. In addition, the City will add an eastbound left turn lane and a westbound left turn lane along Westborough Boulevard. The intersection of Westborough Boulevard / I-280 NB On-Ramp / Junipero Serra Boulevard currently operates at an unacceptable LOS F during the AM peak hour and a LOS D during the PM peak hour. With the additional trips generated by the proposed project, the intersection is proposed to operate at an unacceptable LOS F during the AM peak hour and an unacceptable LOS E during the PM peak hour. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 37 The proposed mitigation measure would mitigate the project’s impact at this intersection by improving the operations of the intersection to a better than without project LOS E in the AM peak hour and to an acceptable LOS D during the PM peak hour. Therefore, this would reduce the project impact to less than significant. It should be noted that this is a different mitigation than identified in the previous traffic study. The restriping of the southbound approach on Junipero Serra Boulevard would not require any additional right-of-way. The addition of the eastbound and westbound left turn lanes could be constructed within the existing landscaped median and therefore would not require any additional right-of-way. It should be noted that the previous mitigation will no longer mitigate the project’s impact. Since this is an Existing (2016) plus Project impact, the mitigation would need to be implemented by the City prior to issuance of the Certificate of Occupancy. Significance:Less-than-Significant with Mitigation. The Existing (2016) plus Project and Existing (2016) plus Project plus Mitigation levels of service are summarized in Table 11.Table 12 shows a comparison of the previous project impacts and mitigations to the current project impacts and mitigations. · Intersection #1 has the same impact and mitigation (shown in green) as the previous study. · Intersection #4 is a new impact and has a new mitigation (shown in red). · Intersection #12 is a still an impact, but requires a new mitigation (shown in orange). FREEWAY OPERATIONS Table 13 summarizes the freeway segment analysis for Existing (2016) Plus Project conditions and compares to the Existing (2016) conditions. Each freeway segment continues to operate at a LOS E for either in the AM peak hour or PM peak hour, which fails to meet the current CMP LOS standards: · I-280 NB from Avalon Drive to Westborough Boulevard – PM peak hour – Not a Significant Impact · I-280 NB from Westborough Blvd to Hickey Boulevard – PM peak hour – Not a Significant Impact · I-280 SB from Hickey Boulevard to Westborough Blvd – PM peak hour – Not a Significant Impact · I-280 SB from Westborough Boulevard to Avalon Drive – AM peak hour – Not a Significant Impact Although each freeway segment operates at a deficient LOS in either the AM peak hour or the PM peak hour, the project adds less than one percent of the freeway capacity and the volume to capacity ratio increases by less than one percent. Therefore, the proposed project does not significantly impact the freeway segments. It should be noted that the previous traffic study did not identify a significant impact to the freeway segments either, as shown in Table 14. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 38 Table 11: Existing (2016) Plus Project Mitigated – Intersection Levels of Service Table 12: Existing Plus Project Intersection Impact Comparison – Previous (2011) Study and Current (2016) Study LOS Delay LOS Delay LOS Delay Var LOS Delay Var LOS Delay Var LOS Delay Var 1El Camino Real/Hickey Boulevard D Signal D 53.4 E 58.9 E 57.8 4.4 F 87.3 28.4 C 33.2 -20.2 C 30.8 -28.1 2El Camino Real/McLellan Boulevard D Signal C 31.8 D 35 C 33.8 2 D 36.7 1.7 0 0 -31.8 0 0 -35 3El Camino Real/Arroyo Drive/Oak Extension D Signal C 25.5 C 20.5 C 26.8 1.3 C 24 3.5 0 0 -25.5 0 0 -20.5 4El Camino Real/Chestnut Avenue D Signal E 56.7 D 52.4 E 60.8 4.1 E 58.0 5.6 D 49.1 -7.6 D 42.0 -10.4 5El Camino Real/Orange Avenue D Signal D 36.8 D 40.7 D 36.9 0.1 D 40.9 0.2 0 0 -36.8 0 0 -40.7 6Mission Road/Grand Avenue D AWSC B 12.9 B 13.0 B 14.1 1.2 B 14.7 1.7 0 0 -12.9 0 0 -13 7Chestnut Avenue/Grand Avenue D Signal C 32.2 C 31.2 C 33.0 0.8 C 31.9 0.7 0 0 -32.2 0 0 -31.2 Mission Road/Oak Avenue A 2.3 A 1.0 A 2.3 0.0 A 0.9 -0.1 0 0 -2.3 0 0 -1 Worst Approach B 14.9 B 11.8 C 16.5 1.6 B 12.7 0.9 0 0 -14.9 0 0 -11.8 9Mission Road/Chestnut Avenue D Signal C 26.7 C 26.4 C 29.3 2.6 C 29.2 2.8 0 0 -26.7 0 0 -26.4 Junipero Serra Boulevard/Arroyo Drive B 11.5 A 3.8 B 11.5 0.0 A 3.8 0.0 0 0 -11.5 0 0 -3.8 Worst Approach F 99.7 E 39.2 F 99.7 0.0 E 39.2 0.0 0 0 -99.7 0 0 -39.2 11Westborough Boulevard/I-280 SB Off Ramp D Signal A 5.3 A 9.8 A 5.4 0.1 B 10.5 0.7 0 0 -5.3 0 0 -9.8 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 85.6 D 54.9 F 96.8 11.2 E 65.4 10.5 E 78.8 -6.8 D 47.9 -7.0 Note: Intersections that are operating below acceptable levels are shown in BOLD and significant impacts are highlighted. 8 10 D SSSC D SSSC #Intersection LOS Criteria Control Existing (2016)Existing (2016) + Project (Mitigated) AM Peak PM Peak Existing (2016) + Proposed Project AM Peak AM Peak PM PeakPM Peak Impact?Mitigation Impact?Mitigation 1 El Camino Real/Hickey Blvd Yes Add EBR overlap Yes Same as 2011 4 El Camino Real/Chestnut Ave No Not an impact Yes Optimize Signal Timing 12Westborough Blvd and NB I-280 Ramps Yes Add a WB right turn lane and restripe WB shared thru-right to thru lane; Add a EB right turn lane and restripe EB shared thru-right to thru lane Yes Optimize Signal Timing; Change SB to be left, shared left-thru, thru, and right; Add EBL lane; Add WBL Lane Same Impact/Mitigation New Impact/Mitigation Still Impact, But new Mitigation No Longer an Impact Int #Intersection 2011 Analysis 2016 Analysis Existing + Project Impacts Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 39 Table 13: Existing (2016) Plus Project Conditions – Freeway Segment Levels of Service Table 14: Previous Existing (2010) Plus Project Conditions – Freeway Segment Levels of Service Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C ∆Volume (veh/hr)LOS V/C ∆ I-280 NB from Avalon to Westborough 2,200 4 8,800 70 65 D 6,269 D 0.712 8,032 E 0.913 6,277 D 0.713 0.001 8,079 E 0.918 0.005 I-280 NB from Westborough to Hickey 2,200 4 8,800 70 65 D 7,575 D 0.861 8,727 E 0.992 7,616 D 0.865 0.005 8,774 E 0.997 0.005 I-280 SB from Hickey to Westborough 2,200 4 8,800 70 65 D 7,179 D 0.816 8,073 E 0.917 7,187 D 0.817 0.001 8,120 E 0.923 0.005 I-280 SB from Westborough to Avalon 2,200 4 8,800 70 65 D 7,876 E 0.895 7,334 D 0.833 7,917 E 0.900 0.005 7,381 D 0.839 0.005 LOS Standard Free Flow Speed Speed LimitFreeway Segment Capacity per Lane # of Lanes Total Capacity AM Peak PM Peak Existing (2016) Conditions AM Peak Hour PM Peak Hour Existing (2016) + Project Conditions Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C ∆Volume (veh/hr)LOS V/C ∆ I-280 NB from Avalon to Westborough 2,200 4 8,800 70 65 D 4,722 C 0.537 7,327 D 0.833 4,752 C 0.540 0.003 7,391 D 0.840 0.007 I-280 NB from Westborough to Hickey 2,200 4 8,800 70 65 D 5,056 C 0.575 7,091 D 0.806 5,112 C 0.581 0.006 7,141 D 0.811 0.005 I-280 SB from Hickey to Westborough 2,200 4 8,800 70 65 D 5,708 C 0.649 6,214 D 0.706 5,738 C 0.652 0.003 6,278 D 0.713 0.007 I-280 SB from Westborough to Avalon 2,200 4 8,800 70 65 D 6,305 D 0.716 5,155 C 0.586 6,361 D 0.723 0.007 5,205 C 0.591 0.005 Existing (2010) + Project Conditions AM Peak Hour PM Peak HourLOS Standard Existing (2010) Conditions AM Peak PM PeakFree Flow SpeedFreeway Segment Capacity per Lane # of Lanes Total Capacity Speed Limit Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 40 PEDESTRIAN, BICYCLE, AND TRANSIT FACILITIES Impact TRAF-2: Implementation of the project under Existing (2016) plus Project conditions would generate pedestrian, bicycle, and transit trips, which would use the existing and planned circulation network in the project area. (Less than significant) The previous traffic study noted that there would be no significant impacts to pedestrian facilities, bicycle facilities, and transit facilities within the study area. With the update of this project to incorporate the Civic Center project, the project would continue to not significantly impact the pedestrian, bicycle, and transit facilities. As noted previously, the project would be considered to have a significant impact if it conflicted with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks) or generate pedestrian, bicycle, or transit travel demand that would not be accommodated by current pedestrian facilities, bicycle development plans, or long-range transit plans. Currently, sidewalks and pedestrian paths exist along the vast majority of roadways within the Plan Area. The project would potentially generate pedestrian demand; however, the project is not anticipated to interfere with any of the existing or planned pedestrian facilities. Currently, there are several bicycle facilities within the vicinity of the proposed project. There are also several planned and proposed bicycle facilities within the Plan Area, as identified in current bike plans. The Project’s traffic generation or site access would not interfere with the existing or planned bicycle facilities. In addition, there are several additional bicycle facilities proposed as part of the Area Plan. The proposed project would not interfere with any of the existing or proposed bicycle facilities, or conflict with currently adopted pedestrian goals or policies. Therefore, the project would not result in any adverse impacts to bicyclists. The development of the proposed land use plan is expected to generate transit ridership. Additional passengers generated by the project would be accommodated by the existing service and impact to transit services would not be considered significant as current services have reserve capacity. The proposed project would not interfere with existing or planned pedestrian or bicycle facilities, transit service or transit stops and dispersion of the project-generated riders to the various planned bus routes is expected to result in a minimal effect on transit capacity. Thus, the project’s impact on pedestrian, bicycle, and transit facilities is determined to be less than significant. Mitigation Measure TRAF-2: None Required. Significance after Mitigation: Less-than-Significant. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 41 4. CUMULATIVE (2030) NO PROJECT CONDITIONS Cumulative baseline traffic projections establish background conditions for the evaluation of the project in the future and form the basis for determining and comparing cumulative impacts. This step in the analysis makes it possible to identify long-term traffic impacts, regardless of the proposed project. The Cumulative traffic volume used the same methodology as the previous traffic study. The Cumulative traffic volumes at the study area intersections and roadways were estimated for year 2030 by using growth rates derived from the City/County Association of Governments of San Mateo County (C/CAG) travel demand forecasting model. Land use data is included in the model on a traffic analysis zone (TAZ) level of detail. Model trip generation is performed with algorithms that reflect land use, population, employment, income levels, auto ownership, persons per household and other socio-economic factors specific to the area. The model’s trip generation is “calibrated” to match local conditions. Using the land use, socioeconomic data, and network (street and intersection) data, the model distributes or allocates trips to/from each TAZ, or land use area. The model then assigns the trips to the roadway network based on least cost (time and/or distance) path. The model output is in the form of directional link volumes. The C/CAG model includes a weekday AM peak period and PM peak period volume component. Model output files, including directional link volumes, were received from C/CAG and utilized to develop future traffic projections. Volumes from the model were used to forecast weekday AM and PM peak hour volumes for the Cumulative (2030) No Project scenario. The growth in the link volumes between the base year model (2005) and the forecast year model (2030) was used to develop an annual growth rate. The growth rate was applied to existing link volumes on roadways and at intersections, resulting in Cumulative (2030) No Project forecast volumes. Many of the local streets within the study area are not represented in the current C/CAG model. Traffic volumes from the base year model and forecast year model were compared for the study area roadways in the current model, which consist of El Camino Real, Hickey Boulevard, and Westborough Boulevard/Chestnut Avenue. An average overall growth rate of 2.5 percent per year was calculated and applied to the existing (2016) traffic counts to project intersection turning movement volumes for the Cumulative (2030) No Project conditions on major and local streets. This is considered conservative since local streets are not anticipated to experience the same level of growth in traffic as major streets. The Cumulative No Project traffic volumes are shown in Figure 11. OAK AVENUE EXTENSION It is anticipated that the Oak Avenue extension from its current terminus at Mission Road to El Camino Real at Arroyo Drive will be constructed to alleviate traffic congestion in the area. Background volumes were redistributed to account for this new roadway segment. This redistribution included the following paths: ·A portion of vehicles traveling southbound along El Camino Real and headed eastbound on Chestnut Avenue, would use the new Oak Avenue Extension to bypass the intersection of El Camino Real and Chestnut Avenue. · A portion of vehicles traveling eastbound along Chestnut Avenue and headed northbound on Mission Road, would use the new Oak Avenue Extension to bypass the intersection of Mission Road and Chestnut Avenue. · A portion of vehicles traveling southbound along Mission Road and headed westbound on Chestnut Avenue, would use the new Oak Avenue Extension to bypass the intersection of Mission Road and Chestnut Avenue. J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 11 CUMULATIVE CONDITION N NOT TO SCALE PEAK HOUR TURNING MOVEMENT VOLUMES 1 2 3 4 5 6 7 8 12 11 10 9 LEGEND STUDY AREA INTERSECTIONS AM(PM) PEAK HOUR VOULMESAM/(PM) X EL CAMINO REAL -CHESTNUT AREA PLAN EIR EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 9 10 11 12 APRIL 2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 43 · A portion of vehicles traveling westbound along Chestnut Avenue and headed northbound on El Camino Real, would use the new Oak Avenue Extension to bypass the intersection of El Camino Real and Chestnut Avenue. INTERSECTION OPERATIONS Each study area intersection was analyzed based on the volumes shown in Figure 11 and the intersection geometry and traffic control with the new Oak Avenue extension. Results of the traffic operations analysis are summarized in Table 15. Many study intersections are projected to deteriorate to unacceptable levels of service during either the AM peak hour or the PM peak hour prior to adding trips generated by the proposed Plan, including: · Intersection #1 – El Camino Real and Hickey Boulevard (AM and PM peak hours) · Intersection #2 – El Camino Real and McLellan Drive (AM peak hour) · Intersection #4 – El Camino Real and Chestnut Avenue (AM and PM peak hours) · Intersection #5 – El Camino Real and Orange Avenue (AM and PM peak hours) · Intersection #8 – Mission Road and Oak Avenue (AM peak hour) · Intersection #10 – Junipero Serra Boulevard and Arroyo Drive (AM and PM peak hours) · Intersection #12 – Westborough Boulevard and I-280 NB On-Ramp (AM and PM peak hours) Table 15: Cumulative (2030) No Project Conditions – Intersection Levels of Service Table 15 also summarizes the Cumulative (2030) intersection levels of service for the AM and PM peak hours from the previous 2011 study. These intersection LOS results for the Cumulative (2030) condition are similar to the previous traffic study’s Cumulative (2030) condition intersection LOS results. The following intersections operate unacceptably in both Cumulative conditions: · Intersection #1 – El Camino Real and Hickey Boulevard · Intersection #2 – El Camino Real and McLellan Drive · Intersection #4 – El Camino Real and Chestnut Avenue LOS Delay LOS Delay LOS Delay LOS Delay 1El Camino Real/Hickey Boulevard D Signal F 176.5 F 178.6 F 152.3 F 187.6 2El Camino Real/McLellan Boulevard D Signal E 62.8 D 45.2 E 73.5 F 103.5 3El Camino Real/Arroyo Drive/Oak Extension D Signal D 37.7 C 30.8 D 46.4 D 36.3 4El Camino Real/Chestnut Avenue D Signal F 127.4 F 97.2 F 144.5 F 138.5 5El Camino Real/Orange Avenue D Signal E 72.6 F 105.5 F 118.9 F 153.9 6Mission Road/Grand Avenue D AWSC C 22.4 C 23.1 E 40.9 B 12.4 7Chestnut Avenue/Grand Avenue D Signal D 49.7 D 42.1 D 50.9 D 43.4 Mission Road/Oak Avenue A 5.8 A 1.3 A 7.9 A 2.7 Worst Approach E 30.8 B 14.1 F 67.1 C 22.2 9Mission Road/Chestnut Avenue D Signal C 27.6 C 28.2 E 62.5 D 36.4 Junipero Serra Boulevard/Arroyo Drive F 76.5 D 28.9 F 163.6 F 186.2 Worst Approach F 674.1 F 322.7 F 1005.7 F 1710.9 11Westborough Boulevard/I-280 SB Off Ramp D Signal B 10.6 D 41.9 C 34.3 F 214.6 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 265.1 F 196.0 F 193.8 F 355.5 Note: Intersections that are operating below acceptable levels are shown in Cumulative (2030) - Previous 2011 Analysis AM Peak PM Peak D SSSC It should be noted that calculations of delay at saturated conditions (i.e., LOS F) are less reliable than at LOS E or better. Therefore, delay in excess of 80 seconds is reported in the table to allow a relative comparison of without and with project conditions and should not be interpreted as an exact representation of actual delay. D SSSC 10 #Intersection LOS Criteria Control 8 Cumulative (2030) - 2016 Analysis AM Peak PM Peak Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 44 · Intersection #5 – El Camino Real and Orange Avenue · Intersection #8 – Mission Road and Oak Avenue · Intersection #10 – Junipero Serra Boulevard and Arroyo Drive · Intersection #12 – Westborough Boulevard and I-280 NB On-Ramp The following intersections now operate acceptably in the Cumulative (2030) condition, but did not in the previous Cumulative (2030) conditions: · Intersection #6 – Mission Road and Grand Avenue · Intersection #9 – Mission Road and Chestnut Avenue · Intersection #11 – Westborough Boulevard and I-280 SB Off-ramp This is a result of lower volumes at each of these three intersections in the current Cumulative (2030) analysis due to the lower existing (2016) volumes at critical movements and also because the 2030 volumes grew for fewer years based on 2016 existing counts, as opposed to 2011 existing counts. FREEWAY OPERATIONS The freeway operations in the Cumulative condition were analyzed as well. In the Cumulative condition, the number of lanes for each segment increased from four lanes to five lanes, per the C/CAG model. With the increase in the number of lanes, the capacity of each freeway segment increased. The freeway volumes for the Cumulative scenario were also determined based on the C/CAG travel demand forecasting model. The growth between the base year model and the future year model was added to the existing freeway volumes. This is the same methodology used as in the previous traffic study. Table 16 summarizes the freeway segment analysis for Cumulative (2030) No Project conditions. The results indicate that all freeway segments are projected to operate at a LOS D or better in the study area, therefore meeting the CMP LOS standard. Table 17 summarizes the previous Cumulative (2030) freeway levels of service from the previous study. Compared to the previous traffic study, the freeway volumes have increased, but the freeway segment LOS has remained the same or improved. The reason for the improved LOS is because the prior freeway analysis assumed a four-lane capacity for the freeway segments, not the five-lane capacity. BICYCLE, PEDESTRIAN, AND TRANSIT FACILITIES No modifications to the bicycle, pedestrian, and transit networks surrounding the project site are planned or approved as part of any other project. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 45 Table 16: Cumulative (2030) No Project Conditions – Freeway Segment Levels of Service Table 17: Previous Cumulative (2030) No Project Conditions – Freeway Segment Levels of Service Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C I-280 NB from Avalon to Westborough 2,200 5 11,000 70 65 D 6,602 C 0.600 8,484 D 0.771 I-280 NB from Westborough to Hickey 2,200 5 11,000 70 65 D 8,541 D 0.776 9,225 D 0.839 I-280 SB from Hickey to Westborough 2,200 5 11,000 70 65 D 7,847 D 0.713 9,434 D 0.858 I-280 SB from Westborough to Avalon 2,200 5 11,000 70 65 D 8,813 D 0.801 8,223 D 0.748 LOS Standard Speed Limit Free Flow SpeedFreeway Segment Capacity per Lane # of Lanes Total Capacity Cumulative Conditions AM Peak PM Peak Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C I-280 NB from Avalon to Westborough 2,200 4 8,800 70 65 D 5,969 C 0.678 8,187 E 0.930 I-280 NB from Westborough to Hickey 2,200 4 8,800 70 65 D 7,374 D 0.838 8,043 E 0.914 I-280 SB from Hickey to Westborough 2,200 4 8,800 70 65 D 6,400 D 0.727 8,446 E 0.960 I-280 SB from Westborough to Avalon 2,200 4 8,800 70 65 D 7,269 D 0.826 6,633 D 0.754 AM Peak PM PeakFreeway Segment Capacity per Lane # of Lanes Total Capacity Speed Limit Free Flow Speed LOS Standard Cumulative (2030) Conditions - Previous Study Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 46 5. CUMULATIVE (2030) PLUS PROJECT CONDITIONS Turning movement volumes for the Cumulative (2030) plus Project scenario were calculated by applying the growth rate (as described in the Cumulative No Project Conditions section) to the existing (2016) traffic volumes and adding the net new trips generated by the Project. The Cumulative plus Project traffic volumes are shown in Figure 12 and Figure 13 presents the peak hour volumes generated by the project in the Cumulative plus Project condition. INTERSECTION OPERATIONS Each study area intersection was analyzed based on the proposed intersection geometry and traffic control with the Oak Avenue extension and the peak hour turning movement volumes shown in Figure 12. Results of the capacity analysis are shown in Table 18. The following intersections operate at an unacceptable LOS during the AM peak period, PM peak period, or both under Cumulative (2030) Plus Project scenario, failing to meet the City LOS standard. · Intersection #1 – El Camino Real and Hickey Boulevard (AM and PM peak hours) –Significant Impact · Intersection #2 – El Camino Real and McLellan Drive (AM peak hour) –Significant Impact · Intersection #4 – El Camino Real and Chestnut Avenue (AM and PM peak hours) –Significant Impact · Intersection #5 – El Camino Real and Orange Avenue (AM and PM peak hours) –Significant Impact · Intersection #8 – Mission Road and Oak Avenue (AM peak hour) –Significant Impact · Intersection #10 – Junipero Serra Boulevard and Arroyo Drive (AM and PM peak hours) – Not a Significant Impact · Intersection #12 – Westborough Boulevard and I-280 NB On-Ramp (AM and PM peak hours) – Significant Impact Intersections #1, #2, #4, #5, #8, and #12 are significantly impacted by the proposed project because the project either worsened the intersection from an acceptable LOS D or better to an unacceptable LOS E or worse, or the proposed projected worsened the intersection from an unacceptable LOS E or worse and added at least four (4) seconds of delay to the intersection. Intersection #10 operates at a deficient LOS F in the AM and PM peak hours, however the project does not increase the delay by at least four seconds, and therefore it is not a significant impact. Table 19 shows the previous Cumulative (2030) plus Project LOS summary table. The previous traffic study identified significant intersection LOS impacts at the same intersections as the current Cumulative plus Project conditions: Intersections #1, 2, 4, 5, 8, and 12. In addition, the previous traffic study identified additional impacts at three intersections: Intersections #3, 6, and 9. These impacts went away because the updated Cumulative (2030) volumes were less and therefore the project did not add enough vehicle trips to result in an unacceptable LOS. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 47 Table 18: Cumulative (2030) Plus Project Conditions – Intersection Levels of Service LOS Delay LOS Delay LOS Delay Var LOS Delay Var 1El Camino Real/Hickey Boulevard D Signal F 176.5 F 178.6 F 187.410.9 F 214.736.1 2El Camino Real/McLellan Boulevard D Signal E 62.8 D 45.2 E 67.4 4.6 D 53.4 8.2 3El Camino Real/Arroyo Drive/Oak Extension D Signal D 37.7 C 30.8 D 42.0 4.3 C 33.8 3.0 4El Camino Real/Chestnut Avenue D Signal F 127.4 F 97.2 F 139.311.9 F 129.532.3 5El Camino Real/Orange Avenue D Signal E 72.6 F 105.5 E 75.7 3.1 F 110.4 4.9 6Mission Road/Grand Avenue D AWSC C 22.4 C 23.1 D 25.1 2.7 D 27.7 4.6 7Chestnut Avenue/Grand Avenue D Signal D 49.7 D 42.1 D 52.8 3.1 D 44.4 2.3 Mission Road/Oak Avenue A 5.8 A 1.3 A 7.2 1.4 A 1.3 0.0 Worst Approach E 30.8 B 14.1 E 39.6 8.8 B 14.8 0.7 9Mission Road/Chestnut Avenue D Signal C 27.6 C 28.2 C 30.3 2.7 C 33.9 5.7 Junipero Serra Boulevard/Arroyo Drive F 76.5 D 28.9 F 76.5 0.0 D 28.9 0.0 Worst Approach F 674.1 F 322.7 F 674.1 0.0 F 322.7 0.0 11Westborough Boulevard/I-280 SB Off Ramp D Signal B 10.6 D 41.9 B 10.9 0.3 D 48.9 7.0 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 265.1 F 196.0 F 278.913.8 F 216.020.0 Note: Intersections that are operating below acceptable levels are shown in BOLD and significant impacts are highlighted. 8 10 D SSSC PM Peak Cumulativee (2030) + Project D SSSC It should be noted that calculations of delay at saturated conditions (i.e., LOS F) are less reliable than at LOS E or better. Therefore, delay in excess of 80 seconds is reported in the table to allow a relative comparison of without and with project conditions and should not be interpreted as an exact #Intersection LOS Criteria Control Cumulative (2030) AM Peak PM Peak AM Peak Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 48 Table 19: Previous Cumulative (2030) Plus Project Conditions – Intersection Levels of Service LOS Delay LOS Delay LOS Delay Var LOS Delay Var 1El Camino Real/Hickey Boulevard D Signal F 152.3 F 187.6 F 178.826.5 F 230.342.7 2El Camino Real/McLellan Boulevard D Signal E 73.5 F 103.5 F 86.1 12.6 F 142.138.6 3El Camino Real/Arroyo Drive/Oak Extension D Signal D 46.4 D 36.3 E 59.7 13.3 D 47.4 11.1 4El Camino Real/Chestnut Avenue D Signal F 144.5 F 138.5 F 173.729.2 F 173.234.7 5El Camino Real/Orange Avenue D Signal F 118.9 F 153.9 F 123.9 5.0 F 162.8 8.9 6Mission Road/Grand Avenue D AWSC E 40.9 B 12.4 F 58.3 17.4 B 14.0 1.6 7Chestnut Avenue/Grand Avenue D Signal D 50.9 D 43.4 D 54.4 3.5 D 46.0 2.6 Mission Road/Oak Avenue A 7.9 A 2.7 B 11.6 3.7 A 6.8 4.1 Worst Approach F 67.1 C 22.2 F 91.9 24.8 E 41.6 19.4 9Mission Road/Chestnut Avenue D Signal E 62.5 D 36.4 E 72.4 9.9 D 45.9 9.5 Junipero Serra Boulevard/Arroyo Drive F 163.6 F 186.2 F 163.6 0.0 F 186.2 0.0 Worst Approach F 1005.7 F 1710.9 F 1005.70.0 F 1710.90.0 11Westborough Boulevard/I-280 SB Off Ramp D Signal C 34.3 F 214.6 D 35.3 1.0 F 215.1 0.5 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 193.8 F 355.5 F 216.322.5 F 382.627.1 Note: Intersections that are operating below acceptable levels are shown in BOLD and significant impacts are highlighted. It should be noted that calculations of delay at saturated conditions (i.e., LOS F) are less reliable than at LOS E or better. Therefore, delay in excess of 80 seconds is reported in the table to allow a relative comparison of without and with project conditions and should not be interpreted as an exact #Intersection LOS Criteria Control Previous Study Cumulative (2030) AM Peak PM Peak AM Peak 8 10 D SSSC PM Peak Previous Study Cumulative (2030) + Project D SSSC J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 12 CUMULATIVE PLUS PROJECT CONDITION N NOT TO SCALE PEAK HOUR TURNING MOVEMENT VOLUMES 1 2 3 4 5 6 7 8 12 11 10 9 LEGEND STUDY AREA INTERSECTIONS AM(PM) PEAK HOUR VOULMESAM/(PM) X EL CAMINO REAL -CHESTNUT AREA PLAN EIR EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 9 10 11 12 APRIL 2017097009101 J unip ero Serr a Blvd Arroyo Dr WestboroughBlvd W.Orang e A v e ChestnutAve O ak Ave GrandAveElCaminoReal MissionRd McLellanDr Law ndale Blvd Hickey Blvd FIGURE 13 PROJECT (CUMULATIVE) GENERATED N NOT TO SCALE PEAK HOUR TURNING MOVEMENT VOLUMES 1 2 3 4 5 6 7 8 12 11 10 9 LEGEND STUDY AREA INTERSECTIONS AM(PM) PEAK HOUR VOULMESAM/(PM) X EL CAMINO REAL -CHESTNUT AREA PLAN EIR EL CAMINO - CHESTNUT PLAN AREA 1 2 3 4 5 6 7 8 9 10 11 12 APRIL 2017097009101 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 51 IMPACTS AND MITIGATIONS Impact TRAF-2:Traffic generated by the project would affect levels of service at study intersections under Cumulative plus Project conditions. As shown in Table 18, there are impacts at several intersections, including: · Intersection #1 - El Camino Real/Hickey Boulevard (AM and PM peak hours) · Intersection #2 - El Camino Real/ McLellan Drive (AM peak hour) · Intersection #4 - El Camino Real/Chestnut Avenue (AM and PM peak hours) · Intersection #5 - El Camino Real/Orange Avenue (AM and PM peak hours) · Intersection #8 - Mission Road/Oak Avenue (AM peak hour) · Intersection #12 - Westborough Boulevard/I-280 NB On-Ramp/Junipero Serra Boulevard (AM and PM peak hours) The intersection of Junipero Serra Boulevard/Arroyo Drive are not impacted as the trips generated by the project do not increase the intersection control delay by more than four seconds. Impact TRAF–2a:Traffic generated by the proposed project would cause the intersection of El Camino Real/Hickey Boulevard to continue operating below acceptable levels of service for the AM and PM peak hours with an increase of more than four seconds of delay at the intersection. Mitigation Measure TRAF-2a: The City will add an eastbound right turn overlap phase for vehicles going eastbound on Hickey Boulevard and making a right turn onto southbound El Camino Real. (Same as Mitigation Measure TRAF-1a) This intersection is projected to operate at a LOS F during the AM and PM peak hours under the Cumulative (2030) No Project scenario and is projected to operate at a LOS F during the AM and PM peak hours with the addition of the project generated trips under the Cumulative (2030) plus Project scenario. The mitigation measure would mitigate the project’s impact at this intersection. With this proposed mitigation, the intersection would continue to operate at a LOS E during the AM peak hour and a LOS F in the PM peak hour with an overall intersection delay less than cumulative without project conditions and therefore would reduce the project impact to less than significant. It should be noted that this is the same mitigation identified in the previous traffic study. Since this mitigation is the same mitigation identified in the Existing (2016) plus Project impact, the mitigation would need to be implemented by the City prior to issuance of the Certificate of Occupancy. Significance:Cumulatively Significant, Project Contribution Less than Significant with Mitigation. Impact TRAF–2b:Traffic generated by the proposed project would cause the intersection of El Camino Real/McLellan Drive to continue operating below acceptable levels of service for the AM peak hour with an increase of more than four seconds of delay at the intersection. Mitigation Measure TRAF-2b: The City will modify the signal timing to remove split phasing and optimize the cycle length in the AM peak hour. In addition, the City will restripe the eastbound approach on McLellan Drive to one left turn lane and one shared through/right turn lane and restripe the westbound approach on McLellan Drive to one left turn lane, one shared through/right turn lane and one right turn lane. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 52 This intersection is projected to operate at LOS E during the AM peak hour under the Cumulative (2030) No Project scenario and is projected to operate at LOS E with the addition of the project generated trips under the Cumulative (2030) plus Project scenario. With the proposed mitigation, the intersection would operate at an acceptable LOS D for the AM peak hour under the Cumulative (2030) Plus Project scenario. It should be noted that this is a new mitigation compared to the previous traffic study. Since this intersection was operating unacceptably without the project and the project exacerbated the congestion, the project is responsible for paying its fair share contribution. The full fair share payment shall be paid by the City prior to issuance of the Certificate of Occupancy. Significance:Cumulatively Significant, Project Contribution Less than Significant with Mitigation. Impact TRAF–2c:Traffic generated by the proposed project would cause the intersection of El Camino Real and Chestnut Avenue to operate at below acceptable levels of service for the AM and PM peak hours. Mitigation Measure TRAF-2c: The City will modify traffic signal operations to include an eastbound right turn overlap phase for vehicles traveling eastbound on Chestnut Avenue and add an eastbound left turn lane from Chestnut Avenue to El Camino Real. In addition, optimize the cycle length in both the AM and PM peak hours. This intersection is projected to operate at LOS F during the AM and PM peak hours in the Cumulative (2030) No Project scenario, and is projected to continue to operate at LOS F with the addition of the project generated trips under the Cumulative (2030) plus Project scenario. The mitigation measure would mitigate the project’s impact at this intersection. With this proposed mitigation, the intersection would continue to operate at a LOS F during both the AM and PM peak hours with an overall intersection delay less than the cumulative without project conditions and therefore would reduce the project impact to less than significant. Constructing the additional eastbound left turn lane may fit in the existing right-of-way, however if additional right-of-way is required and relocation of utilities is required, this mitigation would be infeasible. It should be noted that the previous traffic study also proposed the additional eastbound left turn lane, but the additional eastbound right turn lane is no longer necessary. The previous study also noted that the construction of additional lanes would contradict the purpose of the El Camino Real/Chestnut Area Plan to create a pedestrian, bicycle, and transit oriented development. The LOS standard only applies to automobile traffic and not the many other users of the transportation network, including pedestrians and bicyclists. This intersection is also a state controlled intersection and under the jurisdiction of Caltrans. Policy 4.2-G-14 of the South San Francisco General Plan states “accept LOS E or F after finding that there is no practical and feasible way to mitigate the lower level of service; and the uses resulting in the lower level of service are of clear, overall public benefit.” As this is the case with the El Camino Real/Chestnut Area development, the project would not result in a significant impact at this intersection. Since this intersection was operating unacceptably without the project and the project exacerbated the congestion, the project is responsible for paying its fair share contribution. The full fair share payment shall be paid by the City prior to issuance of the Certificate of Occupancy. Significance:Cumulatively Significant, Project Contribution Less than Significant with Mitigation. Impact TRAF–2d:Traffic generated by the proposed project would cause the intersection of El Camino Real and Orange Avenue to continue operating below acceptable levels of service for Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 53 the AM and PM peak periods with an increase of more than four seconds of delay at the intersection. Mitigation Measure TRAF-2d: The City will modify the southbound lane geometry on El Camino Real to include a southbound left turn lane. This intersection is projected to operate at LOS E during the AM peak hour and LOS F during the PM peak hour under the Cumulative (2030) No Project scenario and is projected to operate at LOS E during the AM peak hour and LOS F during the PM peak hour with the addition of the project generated trips under the Cumulative (2030) plus Project scenario. To mitigate the project’s impacts, an additional southbound left turn lane from El Camino Real to Orange Avenue would need to be constructed. The additional southbound left turn lane should not require additional right-of-way. With this improvement, the intersection would continue to operate at a deficient LOS E during the AM peak hour and a deficient LOS F during the PM peak hour, but with a lower intersection delay compared to the Cumulative (2030) No Project scenario. Therefore, the project’s impacts would be mitigated. It should be noted that this is a new mitigation compared to the previous traffic study. Since this intersection was operating unacceptably without the project and the project exacerbated the congestion, the project is responsible for paying its fair share contribution. The full fair share payment shall be paid by the City prior to issuance of the Certificate of Occupancy. Significance:Cumulatively Significant, Project Contribution Less than Significant with Mitigation. Impact TRAF–2e:Traffic generated by the proposed project would cause the intersection of Mission Road and Oak Avenue to continue operating below acceptable levels of service for the AM peak period with an increase of more than four seconds of delay at the intersection. Mitigation Measure TRAF-2d: The City will restripe the eastbound approach on Oak Avenue to be one left turn lane and one shared through/right turn lane and restripe westbound approach on Oak Avenue to be one left turn lane and one shared through/right turn lane. In addition, the City will construct a two-way left-turn lane (TWLTL) along Mission Road. This intersection is projected to operate at LOS E during the AM peak hour under the Cumulative (2030) No Project scenario and is projected to operate at worse LOS E during the AM peak hour with the addition of the project generated trips under the Cumulative (2030) plus Project scenario. With the proposed mitigation, the intersection would operate at an acceptable LOS D for the AM peak period under the Cumulative (2030) Plus Project scenario. Therefore, the project’s impacts would be mitigated. Restriping the eastbound and westbound approaches on Oak Avenue will likely not require any additional right-of-way. The addition of the two-way left-turn lane will likely not require any additional right-of-way. It should be noted that this is a new mitigation compared to the previous traffic study. Since this intersection was operating unacceptably without the project and the project exacerbated the congestion, the project is responsible for paying its fair share contribution. The full fair share payment shall be paid by the City prior to issuance of the Certificate of Occupancy. Significance:Cumulatively Significant, Project Contribution Less than Significant with Mitigation. Impact TRAF–3f:Traffic generated by the proposed project would cause the intersection of Westborough Boulevard and I-280 NB on-ramp to continue operating below acceptable levels of Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 54 service for the AM and PM peak periods with an increase of more than four seconds of delay at the intersection. Mitigation Measure TRAF-3f: The City will modify the signal timing to optimize the cycle length in the AM and PM peak hours. The City will restripe the southbound approach on Junipero Serra Boulevard to one left turn lane, one shared through/left turn lane, one through lane, and one right turn lane. In addition, the City will add an eastbound left turn lane and a westbound left turn lane along Westborough Boulevard. (Same as Mitigation Measure TRAF-1c) This intersection is projected to operate at LOS F during the AM and PM peak hours in the Cumulative (2030) No Project scenario, and is projected to continue to operate at LOS F with the addition of the project generated trips under the Cumulative (2030) plus Project scenario. The mitigation measure would mitigate the project’s impact at this intersection. With this proposed mitigation, the intersection would continue to operate at a LOS F during both the AM and PM peak hours with an overall intersection delay less than cumulative without project conditions and therefore would reduce the project impact to less than significant. Since this mitigation is the same mitigation identified in the Existing (2016) plus Project impact, the mitigation would need to be implemented by the City prior to issuance of the Certificate of Occupancy. Significance:Cumulatively Significant, Project Contribution Less than Significant with Mitigation. The Cumulative (2030) plus Project and Cumulative (2030) plus Project plus Mitigation levels of service are summarized in Table 20.Table 21 shows a comparison of the previous project impacts and mitigations to the current project impacts and mitigations. The following intersections have the same impact and mitigation (shown in green): · Intersection #1 The following intersections have the same impact, but require a new mitigation (shown in orange): · Intersection #2 · Intersection #4 · Intersection #5 · Intersection #8 · Intersection #12 The following intersections are no longer impacts (shown in blue): · Intersection #3 · Intersection #6 · Intersection #9 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 55 Table 20: Cumulative (2030) Plus Project Mitigated – Intersection Levels of Service LOS Delay LOS Delay LOS Delay Var LOS Delay Var LOS Delay Var LOS Delay Var 1El Camino Real/Hickey Boulevard D Signal F 176.5 F 178.6 F 187.4 10.9 F 214.7 36.1 E 56.2-120.3 F 89.6 -89.0 2El Camino Real/McLellan Boulevard D Signal E 62.8 D 45.2 E 67.4 4.6 D 53.4 8.2 D 51.3 -11.5 D 42.0 -3.2 3El Camino Real/Arroyo Drive/Oak Extension D Signal D 37.7 C 30.8 D 42.0 4.3 C 33.8 3.0 0 0.0 -37.7 0 0.0 -30.8 4El Camino Real/Chestnut Avenue D Signal F 127.4 F 97.2 F 139.3 11.9 F 129.5 32.3 F 87.1 -40.3 F 80.1 -17.1 5El Camino Real/Orange Avenue D Signal E 72.6 F 105.5 E 75.7 3.1 F 110.4 4.9 E 62.2 -10.4 F 84.8 -20.7 6Mission Road/Grand Avenue D AWSC C 22.4 C 23.1 D 25.1 2.7 D 27.7 4.6 0 0.0 -22.4 0 0.0 -23.1 7Chestnut Avenue/Grand Avenue D Signal D 49.7 D 42.1 D 52.8 3.1 D 44.4 2.3 0 0.0 -49.7 0 0.0 -42.1 Mission Road/Oak Avenue A 5.8 A 1.3 A 7.2 1.4 A 1.3 0.0 AM Peak 6.0 0.2 0 0.0 -1.3 Worst Approach E 30.8 B 14.1 E 39.6 8.8 B 14.8 0.7 D 30.0 -0.8 0 0.0 -14.1 9Mission Road/Chestnut Avenue D Signal C 27.6 C 28.2 C 30.3 2.7 C 33.9 5.7 0 0.0 -27.6 0 0.0 -28.2 Junipero Serra Boulevard/Arroyo Drive F 76.5 D 28.9 F 76.5 0.0 D 28.9 0.0 0 0.0 -76.5 0 0.0 -28.9 Worst Approach F 674.1 F 322.7 F 674.1 0.0 F 322.7 0.0 0 0.0 -674.1 0 0.0 -322.7 11 Westborough Boulevard/I-280 SB Off Ramp D Signal B 10.6 D 41.9 B 10.9 0.3 D 48.9 7.0 0 0.0 -10.6 0 0.0 -41.9 12 Westborough Boulevard/I-280 NB On Ramp/Junipero Serra Boulevard D Signal F 265.1 F 196.0 F 278.9 13.8 F 216.0 20.0 F 236.3-28.8 F 166.2-29.8 Note: Intersections that are operating below acceptable levels are shown in BOLD and significant impacts are highlighted. Cumulative (2030) + Project (Mitigated) AM Peak PM Peak Cumulative (2030) SSSC Cumulative (2030) + Project AM Peak 8 PM Peak It should be noted that calculations of delay at saturated conditions (i.e., LOS F) are less reliable than at LOS E or better. Therefore, delay in excess of 80 seconds is reported in the table to allow a relative comparison of without and with project conditions and should not be interpreted as an exact representation of actual delay. SSSCD AM Peak D10 #Intersection LOS Criteria Control PM Peak Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 56 Table 21: Cumulative Plus Project Intersection Impact Comparison – Previous (2011) Study and Current (2016) Study Impact?Mitigation Impact?Mitigation 1 El Camino Real/Hickey Blvd Yes Add EBR overlap Yes Same as 2011 2 El Camino Real/McLellan Boulevard Yes Significant and Unavoidable Yes Restripe EB to be left and shared thru-right; Restripe WB to be left, shared thru-right and right; Remove Split Phasing 3 El Camino Real/Arroyo Drive/Oak Extension Yes Restripe WB shared thru-right lane to shared left-thru-right lane No Not an impact 4 El Camino Real/Chestnut Ave Yes Significant and Unavoidable Yes Add EBL lane; Add EBR overlap; Optimize Cycle Length 5 El Camino Real/Orange Avenue Yes Significant and Unavoidable Yes Add a SBL lane 6 Mission Road/Grand Avenue Yes Signalize and restripe SB shared thru- left to SBL turn lane No Not an impact 8 Mission Road/Oak Avenue Yes Significant and Unavoidable Yes Restripe EB to be left and shared thru-right; Restripe WB to be left and shared thru-right; Add TWLTL 9 Mission Road/Chestnut Avenue Yes Significant and Unavoidable No Not an impact 12Westborough Blvd and NB I-280 Ramps Yes Add a WB right turn lane and restripe WB shared thru-right to thru lane; Add a NB right turn lane Yes Optimize Signal Timing; Change SB to be left, shared left-thru, thru, and right; Add EBL lane; Add WBL Lane Same Impact/Mitigation New Impact/Mitigation Still Impact, But new Mitigation No Longer an Impact Int #Intersection 2011 Analysis 2016 Analysis Cumulative + Project Impacts Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 57 FREEWAY OPERATIONS Table 22 summarizes the freeway segment analysis for Cumulative (2030) Plus Project conditions and compares to the Cumulative (2030) No Project conditions. With the additional project trips added to the four freeway segments, they continue to operate at an acceptable LOS in the Cumulative (2030) Plus Project scenario. Therefore, the project does not have an impact on these freeway segments. It should be noted that the previous traffic study did not identify a significant impact to the freeway segments either, as shown in Table 23. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 58 Table 22: Cumulative (2030) Plus Project Conditions – Freeway Segment Levels of Service Table 23: Previous Cumulative (2030) Plus Project Conditions – Freeway Segment Levels of Service Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C ∆Volume (veh/hr)LOS V/C ∆ I-280 NB from Avalon to Westborough 2,200 5 11,000 70 65 D 6,602 C 0.600 8,484 D 0.771 6,610 C 0.601 0.001 8,531 D 0.776 0.004 I-280 NB from Westborough to Hickey 2,200 5 11,000 70 65 D 8,541 D 0.776 9,225 D 0.839 8,582 D 0.780 0.004 9,272 D 0.843 0.004 I-280 SB from Hickey to Westborough 2,200 5 11,000 70 65 D 7,847 D 0.713 9,434 D 0.858 7,855 D 0.714 0.001 9,481 D 0.862 0.004 I-280 SB from Westborough to Avalon 2,200 5 11,000 70 65 D 8,813 D 0.801 8,223 D 0.748 8,854 D 0.805 0.004 8,270 D 0.752 0.004 AM Peak PM Peak Cumulative (2030) + Project Conditions PM Peak HourAM Peak HourLOS Standard Speed Limit Free Flow SpeedFreeway Segment Capacity per Lane # of Lanes Total Capacity Cumulative (2030) Conditions Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C Volume (veh/hr)LOS V/C ∆Volume (veh/hr)LOS V/C ∆ I-280 NB from Avalon to Westborough 2,200 4 8,800 70 65 D 5,969 C 0.678 8,187 E 0.930 5,999 C 0.682 0.004 8,251 E 0.938 0.008 I-280 NB from Westborough to Hickey 2,200 4 8,800 70 65 D 7,374 D 0.838 8,043 E 0.914 7,430 D 0.844 0.006 8,093 E 0.920 0.006 I-280 SB from Hickey to Westborough 2,200 4 8,800 70 65 D 6,400 D 0.727 8,446 E 0.960 6,430 D 0.731 0.004 8,510 E 0.967 0.007 I-280 SB from Westborough to Avalon 2,200 4 8,800 70 65 D 7,269 D 0.826 6,633 D 0.754 7,325 D 0.832 0.006 6,683 D 0.759 0.005 Cumulative (2030) Conditions - Previous Study Cumulative (2030) + Project Conditions - Previous Study AM Peak PM Peak AM Peak Hour PM Peak HourFreeway Segment Capacity per Lane # of Lanes Total Capacity Speed Limit Free Flow Speed LOS Standard Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 59 PEDESTRIAN, BICYCLE AND TRANSIT FACILITIES Impact TRAF-4: Implementation of the project under Cumulative plus Project conditions would generate pedestrian, bicycle, and transit trips, which would use the existing and planned circulation network in the project area. (Less than significant) Refer to Impact TRAF-2 for discussion. Mitigation Measure TRAF-4:None required. Significance after Mitigation: Less-than-Significant. Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 60 REFERENCES El Camino Real/Chestnut Avenue Area Plan, and associated General Plan Amendment, and Zoning Ordinance Amendment Final Environmental Impact Report, April 2011. City/County Association of Governments of San Mateo County,Congestion Management Program 2015. City of South San Francisco General Plan Draft Environmental Impact Report for South El Camino Real General Plan Amendment, November 2009. Institute of Transportation Engineers.Trip Generation, 9th Edition, 2012. Institute of Transportation Engineers.Trip Generation Handbook, 3rd Edition, 2014. South San Francisco Municipal Code Transportation Research Board.Highway Capacity Manual, 2010. San Mateo County Transit Bus Caltrans (2017). Caltrans Traffic Census Program website. Retrieved from: http://www.dot.ca.gov/trafficops/census/ Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 61 APPENDIX A: TURNING MOVEMENT COUNTS B: TRIP GENERATION C: EXISTING (2016) TRAFFIC CONDITIONS ANALYSIS D: EXISTING (2016) PLUS PROJECT TRAFFIC CONDITIONS ANALYSIS E: CUMULATIVE PROJECT TRAFFIC CONDITIONS ANALYSIS F: CUMULATIVE PLUS PROJECT TRAFFIC CONDITIONS ANALYSIS G: MITIGATED EXISTING PLUS PROJECT TRAFFIC CONDITONS ANALYSIS H: MITIGATED CUMULATIVE PLUS PROJECT TRAFFIC CONDITIONS ANALYSIS Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Turning Movement Counts Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Trip Generation Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Existing (2016) Traffic Conditions Analysis Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Existing (2016) Plus Project Traffic Conditions Analysis Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Cumulative Traffic Conditions Analysis Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Cumulative Plus Project Traffic Conditions Analysis Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Mitigated Existing (2016) Plus Project Traffic Conditions Analysis Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Mitigated Cumulative Plus Project Traffic Conditions Analysis Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft 61 APPENDIX A: TURNING MOVEMENT COUNTS B: TRIP GENERATION C: EXISTING (2016) TRAFFIC CONDITIONS ANALYSIS D: EXISTING (2016) PLUS PROJECT TRAFFIC CONDITIONS ANALYSIS E: CUMULATIVE PROJECT TRAFFIC CONDITIONS ANALYSIS F: CUMULATIVE PLUS PROJECT TRAFFIC CONDITIONS ANALYSIS G: MITIGATED EXISTING PLUS PROJECT TRAFFIC CONDITONS ANALYSIS H: MITIGATED CUMULATIVE PLUS PROJECT TRAFFIC CONDITIONS ANALYSIS Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Turning Movement Counts File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 2 71 11 0 84 3 6 0 0 9 76 41 0 2 119 4 4 85 6 99 311 8 7:15 2 101 12 0 115 2 5 2 0 9 75 48 0 10 133 11 0 113 9 133 390 19 7:30 3 125 9 0 137 7 3 4 0 14 114 44 2 3 163 12 3 219 8 242 556 11 7:45 1 153 12 0 166 5 6 4 0 15 150 69 1 8 228 24 2 255 5 286 695 13 Total 8 450 44 0 502 17 20 10 0 47 415 202 3 23 643 51 9 672 28 760 1952 51 8:00 2 158 17 0 177 7 6 1 0 14 182 76 0 6 264 32 4 225 7 268 723 13 8:15 0 142 17 0 159 4 12 2 0 18 110 84 1 12 207 25 4 186 14 229 613 26 8:30 1 124 21 0 146 5 6 1 0 12 97 78 4 10 189 41 2 184 9 236 583 19 8:45 1 143 23 0 167 5 5 1 0 11 103 110 1 12 226 42 0 143 10 195 599 22 Total 4 567 78 0 649 21 29 5 0 55 492 348 6 40 886 140 10 738 40 928 2518 80 16:00 4 126 29 0 159 2 4 1 0 7 217 147 4 10 378 42 1 173 15 231 775 25 16:15 2 124 23 0 149 1 3 2 0 6 216 143 2 17 378 30 4 159 8 201 734 25 16:30 3 106 24 0 133 2 3 1 0 6 244 151 3 10 408 28 5 160 11 204 751 21 16:45 2 136 22 0 160 1 1 0 0 2 193 165 4 13 375 31 7 162 13 213 750 26 Total11 492 98 0 601 6 11 4 0 21 870 606 13 50 1539 131 17 654 47 849 3010 97 17:00 0 115 24 0 139 2 1 1 0 4 251 199 3 11 464 31 5 129 15 180 787 26 17:15 2 127 29 0 158 3 3 0 0 6 301 193 6 14 514 40 6 170 13 229 907 27 17:30 1 97 38 0 136 5 4 0 0 9 236 174 6 11 427 25 1 133 13 172 744 24 17:45 5 130 24 0 159 0 8 1 0 9 270 185 4 18 477 29 5 142 17 193 838 35 Total 8 469 115 0 592 10 16 2 0 28 1058 751 19 54 1882 125 17 574 58 774 3276 112 Grand Total31 1978 335 0 2344 54 76 21 0 151 2835 1907 41 167 4950 447 53 2638 173 3311 10756 340 Apprch %1.3%84.4%14.3%0.0%35.8%50.3%13.9%0.0%57.3%38.5%0.8%3.4%13.5%1.6%79.7%5.2% Total %0.3%18.4%3.1%0.0%21.8%0.5%0.7%0.2%0.0%1.4%26.4%17.7%0.4%1.6%46.0%4.2%0.5%24.5%1.6%30.8%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 1 153 12 0 166 5 6 4 0 15 150 69 1 8 228 24 2 255 5 286 695 8:00 2 158 17 0 177 7 6 1 0 14 182 76 0 6 264 32 4 225 7 268 723 8:15 0 142 17 0 159 4 12 2 0 18 110 84 1 12 207 25 4 186 14 229 613 8:30 1 124 21 0 146 5 6 1 0 12 97 78 4 10 189 41 2 184 9 236 583 Total Volume 4 577 67 0 648 21 30 8 0 59 539 307 6 36 888 122 12 850 35 1019 2614 % App Total 0.6%89.0%10.3%0.0%35.6%50.8%13.6%0.0%60.7%34.6%0.7%4.1%12.0%1.2%83.4%3.4% PHF.500 .913 .798 .000 .915 .750 .625 .500 .000 .819 .740 .914 .375 .750 .841 .744 .750 .833 .625 .891 .904 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 115 24 0 139 2 1 1 0 4 251 199 3 11 464 31 5 129 15 180 787 17:15 2 127 29 0 158 3 3 0 0 6 301 193 6 14 514 40 6 170 13 229 907 17:30 1 97 38 0 136 5 4 0 0 9 236 174 6 11 427 25 1 133 13 172 744 17:45 5 130 24 0 159 0 8 1 0 9 270 185 4 18 477 29 5 142 17 193 838 Total Volume 8 469 115 0 592 10 16 2 0 28 1058 751 19 54 1882 125 17 574 58 774 3276 % App Total 1.4%79.2%19.4%0.0%35.7%57.1%7.1%0.0%56.2%39.9%1.0%2.9%16.1%2.2%74.2%7.5% PHF.400 .902 .757 .000 .931 .500 .500 .500 .000 .778 .879 .943 .792 .750 .915 .781 .708 .844 .853 .845 .903 Hickey Blvd Westbound El Camino Real Southbound PM PEAK HOUR El Camino Real Northbound Hickey Blvd Westbound 16-7607-001 El Camino Real & Hickey Blvd Unshifted Count = All Vehicles & Uturns Hickey Blvd Eastbound Nothing On Bank 2 Hickey Blvd Eastbound Hickey Blvd Westbound AM PEAK HOUR El Camino Real Northbound El Camino Real Southbound 9/13/2016 El Camino Real Southbound Hickey Blvd Eastbound El Camino Real Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 7:15 0 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 6 7:30 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 4 7:45 0 0 0 4 0 0 0 0 5 0 0 0 0 0 0 0 0 0 3 0 0 12 Total 0 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 6 0 0 24 8:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 8:15 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 5 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 7 16:00 0 0 0 2 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 8 16:15 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 3 16:30 0 0 0 4 0 0 0 0 2 0 0 0 0 2 0 0 0 0 4 0 0 12 16:45 0 0 0 6 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 10 Total 0 0 0 13 0 0 0 0 8 0 0 0 0 2 0 0 0 0 10 0 0 33 17:00 0 0 0 9 0 0 0 0 2 0 0 0 0 0 0 0 0 0 6 0 0 17 17:15 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 17:30 0 1 0 6 1 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 10 17:45 0 0 0 5 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 11 Total 0 1 0 22 1 0 0 0 9 0 0 0 0 0 0 0 0 0 10 0 1 41 Grand Total 0 1 0 49 1 0 0 0 27 0 0 0 0 2 0 0 0 0 27 0 1 105 Apprch %0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Total %0.0%100.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 0 0 4 0 0 0 0 5 0 0 0 0 0 0 0 0 0 3 0 0 8:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 8:15 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 7 0 0 0 0 6 0 0 0 0 0 0 0 0 0 4 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 9 0 0 0 0 2 0 0 0 0 0 0 0 0 0 6 0 0 17:15 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 1 0 6 1 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 17:45 0 0 0 5 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 Total Volume 0 1 0 22 1 0 0 0 9 0 0 0 0 0 0 0 0 0 10 0 1 % App Total 0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 PM PEAK HOUR El Camino Real Southbound Hickey Blvd Westbound El Camino Real Northbound Hickey Blvd Eastbound Hickey Blvd Eastbound AM PEAK HOUR El Camino Real Southbound Hickey Blvd Westbound El Camino Real Northbound Hickey Blvd Eastbound Nothing On Bank 2 El Camino Real Southbound Hickey Blvd Westbound El Camino Real Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-001 El Camino Real & Hickey Blvd Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 26 114 1 0 141 20 4 36 0 60 3 61 16 0 80 11 4 11 0 26 307 0 7:15 39 148 2 0 189 47 1 46 0 94 3 77 12 1 93 9 5 11 0 25 401 1 7:30 92 229 5 0 326 43 6 64 1 114 0 75 24 0 99 18 5 10 0 33 572 1 7:45 137 269 7 1 414 62 5 110 0 177 2 98 33 0 133 12 9 12 0 33 757 1 Total294 760 15 1 1070 172 16 256 1 445 8 311 85 1 405 50 23 44 0 117 2037 3 8:00 140 284 7 0 431 52 10 130 1 193 11 133 28 0 172 6 6 9 0 21 817 1 8:15 54 274 9 1 338 60 8 67 1 136 6 129 29 0 164 9 4 16 0 29 667 2 8:30 60 260 6 1 327 39 5 58 0 102 12 110 31 0 153 6 6 13 0 25 607 1 8:45 33 254 3 0 290 34 4 50 0 88 0 169 18 1 188 9 8 8 0 25 591 1 Total287 1072 25 2 1386 185 27 305 2 519 29 541 106 1 677 30 24 46 0 100 2682 5 16:00 52 176 8 1 237 40 7 84 1 132 17 225 36 1 279 2 2 7 0 11 659 3 16:15 48 190 13 3 254 42 3 87 0 132 7 229 37 1 274 6 7 3 0 16 676 4 16:30 61 152 8 0 221 58 6 74 1 139 10 240 37 1 288 9 5 10 0 24 672 2 16:45 75 197 16 3 291 47 5 94 0 146 16 246 34 2 298 10 6 9 0 25 760 5 Total236 715 45 7 1003 187 21 339 2 549 50 940 144 5 1139 27 20 29 0 76 2767 14 17:00 52 141 12 0 205 49 5 94 0 148 8 310 48 0 366 7 6 10 0 23 742 0 17:15 64 183 16 0 263 54 7 99 0 160 14 288 45 2 349 5 7 14 0 26 798 2 17:30 53 152 14 2 221 63 9 105 0 177 8 296 52 0 356 5 5 15 0 25 779 2 17:45 56 175 6 0 237 51 6 113 0 170 9 292 40 1 342 9 3 11 0 23 772 1 Total225 651 48 2 926 217 27 411 0 655 39 1186 185 3 1413 26 21 50 0 97 3091 5 Grand Total1042 3198 133 12 4385 761 91 1311 5 2168 126 2978 520 10 3634 133 88 169 0 390 10577 27 Apprch %23.8%72.9%3.0%0.3%35.1%4.2%60.5%0.2%3.5%81.9%14.3%0.3%34.1%22.6%43.3%0.0% Total %9.9%30.2%1.3%0.1%41.5%7.2%0.9%12.4%0.0%20.5%1.2%28.2%4.9%0.1%34.4%1.3%0.8%1.6%0.0%3.7%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 137 269 7 1 414 62 5 110 0 177 2 98 33 0 133 12 9 12 0 33 757 8:00 140 284 7 0 431 52 10 130 1 193 11 133 28 0 172 6 6 9 0 21 817 8:15 54 274 9 1 338 60 8 67 1 136 6 129 29 0 164 9 4 16 0 29 667 8:30 60 260 6 1 327 39 5 58 0 102 12 110 31 0 153 6 6 13 0 25 607 Total Volume 391 1087 29 3 1510 213 28 365 2 608 31 470 121 0 622 33 25 50 0 108 2848 % App Total 25.9%72.0%1.9%0.2%35.0%4.6%60.0%0.3%5.0%75.6%19.5%0.0%30.6%23.1%46.3%0.0% PHF.698 .957 .806 .750 .876 .859 .700 .702 .500 .788 .646 .883 .917 .000 .904 .688 .694 .781 .000 .818 .871 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 52 141 12 0 205 49 5 94 0 148 8 310 48 0 366 7 6 10 0 23 742 17:15 64 183 16 0 263 54 7 99 0 160 14 288 45 2 349 5 7 14 0 26 798 17:30 53 152 14 2 221 63 9 105 0 177 8 296 52 0 356 5 5 15 0 25 779 17:45 56 175 6 0 237 51 6 113 0 170 9 292 40 1 342 9 3 11 0 23 772 Total Volume 225 651 48 2 926 217 27 411 0 655 39 1186 185 3 1413 26 21 50 0 97 3091 % App Total 24.3%70.3%5.2%0.2%33.1%4.1%62.7%0.0%2.8%83.9%13.1%0.2%26.8%21.6%51.5%0.0% PHF.879 .889 .750 .250 .880 .861 .750 .909 .000 .925 .696 .956 .889 .375 .965 .722 .750 .833 .000 .933 .968 ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com 16-7607-002 El Camino Real & McLellan Blvd Unshifted Count = All Vehicles & Uturns McLellan Blvd Eastbound Nothing On Bank 2 McLellan Blvd Eastbound McLellan Blvd Westbound AM PEAK HOUR El Camino Real Northbound El Camino Real Southbound 9/13/2016 El Camino Real Southbound McLellan Blvd Eastbound El Camino Real Northbound McLellan Blvd Westbound El Camino Real Southbound PM PEAK HOUR El Camino Real Northbound McLellan Blvd Westbound File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 0 0 0 0 0 4 0 0 0 0 5 0 0 0 0 1 0 0 10 7:15 0 0 0 0 0 0 0 0 2 0 0 0 0 15 0 0 1 0 3 1 1 20 7:30 0 0 0 0 0 0 0 0 2 0 0 0 0 16 0 0 0 0 4 0 0 22 7:45 0 0 0 0 0 0 0 0 1 0 0 0 0 24 0 0 0 0 10 0 0 35 Total 0 0 0 0 0 0 0 0 9 0 0 0 0 60 0 0 1 0 18 1 1 87 8:00 0 0 0 0 0 0 0 0 4 0 0 0 0 17 0 0 0 0 2 0 0 23 8:15 1 1 0 0 2 0 0 0 4 0 0 0 0 11 0 0 0 0 1 0 2 16 8:30 0 0 0 0 0 0 1 0 3 1 0 0 0 11 0 0 2 0 0 2 3 14 8:45 0 0 0 0 0 0 1 0 3 1 0 0 0 5 0 0 0 0 2 0 1 10 Total 1 1 0 0 2 0 2 0 14 2 0 0 0 44 0 0 2 0 5 2 6 63 16:00 0 0 0 0 0 0 0 0 7 0 0 0 0 19 0 0 0 0 2 0 0 28 16:15 0 0 0 0 0 0 0 0 5 0 0 0 0 9 0 0 0 0 2 0 0 16 16:30 0 0 0 0 0 0 0 0 5 0 0 0 0 6 0 0 0 0 3 0 0 14 16:45 0 0 0 0 0 0 0 0 6 0 0 0 0 3 0 0 0 0 0 0 0 9 Total 0 0 0 0 0 0 0 0 23 0 0 0 0 37 0 0 0 0 7 0 0 67 17:00 0 0 0 0 0 0 0 0 6 0 0 0 0 3 0 0 0 0 2 0 0 11 17:15 0 0 0 0 0 0 0 0 14 0 0 0 0 17 0 0 0 0 8 0 0 39 17:30 0 0 0 0 0 0 0 0 8 0 0 0 0 16 0 0 0 0 4 0 0 28 17:45 0 0 0 1 0 0 0 0 3 0 0 0 0 4 0 0 0 0 2 0 0 10 Total 0 0 0 1 0 0 0 0 31 0 0 0 0 40 0 0 0 0 16 0 0 88 Grand Total 1 1 0 1 2 0 2 0 77 2 0 0 0 181 0 0 3 0 46 3 7 305 Apprch %50.0%50.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% Total %14.3%14.3%0.0%28.6%0.0%28.6%0.0%28.6%0.0%0.0%0.0%0.0%0.0%42.9%0.0%42.9%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 0 0 0 0 0 0 0 1 0 0 0 0 24 0 0 0 0 10 0 0 8:00 0 0 0 0 0 0 0 0 4 0 0 0 0 17 0 0 0 0 2 0 0 8:15 1 1 0 0 2 0 0 0 4 0 0 0 0 11 0 0 0 0 1 0 2 8:30 0 0 0 0 0 0 1 0 3 1 0 0 0 11 0 0 2 0 0 2 3 Total Volume 1 1 0 0 2 0 1 0 12 1 0 0 0 63 0 0 2 0 13 2 5 % App Total 50.0%50.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.250 .250 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .417 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 0 0 0 0 0 6 0 0 0 0 3 0 0 0 0 2 0 0 17:15 0 0 0 0 0 0 0 0 14 0 0 0 0 17 0 0 0 0 8 0 0 17:30 0 0 0 0 0 0 0 0 8 0 0 0 0 16 0 0 0 0 4 0 0 17:45 0 0 0 1 0 0 0 0 3 0 0 0 0 4 0 0 0 0 2 0 0 Total Volume 0 0 0 1 0 0 0 0 31 0 0 0 0 40 0 0 0 0 16 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-002 El Camino Real & McLellan Blvd Bikes & Peds On Bank 1 Nothing On Bank 2 El Camino Real Southbound McLellan Blvd Westbound El Camino Real Northbound Bank 1 Count = Bikes & Peds McLellan Blvd Eastbound AM PEAK HOUR El Camino Real Southbound McLellan Blvd Westbound El Camino Real Northbound McLellan Blvd Eastbound PM PEAK HOUR El Camino Real Southbound McLellan Blvd Westbound El Camino Real Northbound McLellan Blvd Eastbound File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 0 88 12 1 101 0 0 0 0 0 11 138 0 0 149 19 0 42 0 61 311 1 7:15 0 159 16 1 176 0 0 0 0 0 8 166 0 1 175 28 0 33 0 61 412 2 7:30 0 188 18 1 207 0 0 0 0 0 14 174 0 2 190 39 0 57 0 96 493 3 7:45 0 214 51 1 266 0 0 0 0 0 21 237 0 1 259 64 0 60 1 125 650 3 Total 0 649 97 4 750 0 0 0 0 0 54 715 0 4 773 150 0 192 1 343 1866 9 8:00 0 208 58 0 266 0 0 0 0 0 43 220 0 7 270 62 0 49 0 111 647 7 8:15 0 247 24 2 273 0 0 0 0 0 42 275 0 4 321 42 0 66 0 108 702 6 8:30 0 243 21 4 268 0 0 0 0 0 18 215 0 5 238 30 0 69 1 100 606 10 8:45 0 190 24 0 214 0 0 0 0 0 14 258 0 8 280 27 0 48 0 75 569 8 Total 0 888 127 6 1021 0 0 0 0 0 117 968 0 24 1109 161 0 232 1 394 2524 31 16:00 0 203 55 0 258 0 0 0 0 0 25 241 0 10 276 23 0 29 0 52 586 10 16:15 0 231 45 1 277 0 0 0 0 0 31 239 0 8 278 17 0 40 0 57 612 9 16:30 0 209 54 1 264 0 0 0 0 0 37 224 0 9 270 27 0 44 0 71 605 10 16:45 0 218 47 1 266 0 0 0 0 0 31 266 0 6 303 15 0 46 0 61 630 7 Total 0 861 201 3 1065 0 0 0 0 0 124 970 0 33 1127 82 0 159 0 241 2433 36 17:00 0 229 65 0 294 0 0 0 0 0 23 311 0 11 345 21 0 38 0 59 698 11 17:15 0 244 59 0 303 0 0 0 0 0 37 302 0 12 351 31 0 38 1 70 724 13 17:30 0 219 71 1 291 0 0 0 0 0 32 322 0 10 364 26 0 37 0 63 718 11 17:45 0 234 65 0 299 0 0 0 0 0 39 290 0 9 338 27 0 44 4 75 712 13 Total 0 926 260 1 1187 0 0 0 0 0 131 1225 0 42 1398 105 0 157 5 267 2852 48 Grand Total 0 3324 685 14 4023 0 0 0 0 0 426 3878 0 103 4407 498 0 740 7 1245 9675 124 Apprch %0.0%82.6%17.0%0.3%0.0%0.0%0.0%0.0%9.7%88.0%0.0%2.3%40.0%0.0%59.4%0.6% Total %0.0%34.4%7.1%0.1%41.6%0.0%0.0%0.0%0.0%0.0%4.4%40.1%0.0%1.1%45.6%5.1%0.0%7.6%0.1%12.9%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 214 51 1 266 0 0 0 0 0 21 237 0 1 259 64 0 60 1 125 650 8:00 0 208 58 0 266 0 0 0 0 0 43 220 0 7 270 62 0 49 0 111 647 8:15 0 247 24 2 273 0 0 0 0 0 42 275 0 4 321 42 0 66 0 108 702 8:30 0 243 21 4 268 0 0 0 0 0 18 215 0 5 238 30 0 69 1 100 606 Total Volume 0 912 154 7 1073 0 0 0 0 0 124 947 0 17 1088 198 0 244 2 444 2605 % App Total 0.0%85.0%14.4%0.7%0.0%0.0%0.0%0.0%11.4%87.0%0.0%1.6%44.6%0.0%55.0%0.5% PHF.000 .923 .664 .438 .983 .000 .000 .000 .000 .000 .721 .861 .000 .607 .847 .773 .000 .884 .500 .888 .928 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 229 65 0 294 0 0 0 0 0 23 311 0 11 345 21 0 38 0 59 698 17:15 0 244 59 0 303 0 0 0 0 0 37 302 0 12 351 31 0 38 1 70 724 17:30 0 219 71 1 291 0 0 0 0 0 32 322 0 10 364 26 0 37 0 63 718 17:45 0 234 65 0 299 0 0 0 0 0 39 290 0 9 338 27 0 44 4 75 712 Total Volume 0 926 260 1 1187 0 0 0 0 0 131 1225 0 42 1398 105 0 157 5 267 2852 % App Total 0.0%78.0%21.9%0.1%0.0%0.0%0.0%0.0%9.4%87.6%0.0%3.0%39.3%0.0%58.8%1.9% PHF.000 .949 .915 .250 .979 .000 .000 .000 .000 .000 .840 .951 .000 .875 .960 .847 .000 .892 .313 .890 .985 Arroyo Drive Westbound El Camino Real Southbound PM PEAK HOUR El Camino Real Northbound Arroyo Drive Westbound 16-7607-003 El Camino Real & Arroyo Drive Unshifted Count = All Vehicles & Uturns Arroyo Drive Eastbound Nothing On Bank 2 Arroyo Drive Eastbound Arroyo Drive Westbound AM PEAK HOUR El Camino Real Northbound El Camino Real Southbound 9/13/2016 El Camino Real Southbound Arroyo Drive Eastbound El Camino Real Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 1 7:15 0 1 0 3 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4 7:30 0 0 0 4 0 0 0 0 0 0 0 1 0 3 1 0 0 1 1 1 2 8 7:45 0 1 0 2 1 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 1 5 Total 0 2 0 10 2 0 0 0 0 0 0 1 0 6 1 0 0 2 2 2 5 18 8:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 2 8:15 0 0 0 2 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 1 4 8:30 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 8:45 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 5 Total 0 0 0 7 0 0 0 0 0 0 0 1 0 4 1 1 0 0 2 1 2 13 16:00 0 0 0 6 0 0 0 0 0 0 2 0 0 3 2 0 0 0 0 0 2 9 16:15 0 0 0 7 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 10 16:30 0 1 0 5 1 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 2 6 16:45 0 0 0 3 0 0 0 0 0 0 0 1 0 0 1 0 0 0 2 0 1 5 Total 0 1 0 21 1 0 0 0 0 0 2 2 0 5 4 0 0 0 4 0 5 30 17:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 17:15 0 1 0 11 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 12 17:30 0 1 0 5 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 1 8 17:45 0 0 0 8 0 0 0 0 0 0 0 0 0 4 0 0 0 0 1 0 0 13 Total 0 2 0 27 2 0 0 0 0 0 0 0 0 8 0 0 0 0 1 0 2 36 Grand Total 0 5 0 65 5 0 0 0 0 0 2 4 0 23 6 1 0 2 9 3 14 97 Apprch %0.0%100.0%0.0%0.0%0.0%0.0%33.3%66.7%0.0%33.3%0.0%66.7% Total %0.0%35.7%0.0%35.7%0.0%0.0%0.0%0.0%14.3%28.6%0.0%42.9%7.1%0.0%14.3%21.4%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 1 0 2 1 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 1 8:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 8:15 0 0 0 2 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 1 8:30 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 Total Volume 0 1 0 7 1 0 0 0 0 0 0 1 0 4 1 1 0 0 2 1 3 % App Total 0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0% PHF.000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .250 .750 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 1 0 11 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 17:30 0 1 0 5 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 1 17:45 0 0 0 8 0 0 0 0 0 0 0 0 0 4 0 0 0 0 1 0 0 Total Volume 0 2 0 27 2 0 0 0 0 0 0 0 0 8 0 0 0 0 1 0 2 % App Total 0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 PM PEAK HOUR El Camino Real Southbound Arroyo Drive Westbound El Camino Real Northbound Arroyo Drive Eastbound Arroyo Drive Eastbound AM PEAK HOUR El Camino Real Southbound Arroyo Drive Westbound El Camino Real Northbound Arroyo Drive Eastbound Nothing On Bank 2 El Camino Real Southbound Arroyo Drive Westbound El Camino Real Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-003 El Camino Real & Arroyo Drive Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 28 109 4 1 142 46 81 9 1 137 70 95 43 0 208 47 65 100 0 212 699 2 7:15 23 139 14 0 176 60 123 15 0 198 67 94 34 3 198 70 99 85 1 255 827 4 7:30 34 201 22 0 257 68 162 18 0 248 83 104 49 4 240 67 137 109 5 318 1063 9 7:45 51 213 25 1 290 107 152 21 0 280 126 151 64 5 346 84 169 141 1 395 1311 7 Total136 662 65 2 865 281 518 63 1 863 346 444 190 12 992 268 470 435 7 1180 3900 22 8:00 51 181 18 0 250 105 218 48 3 374 115 138 98 7 358 76 155 128 2 361 1343 12 8:15 53 229 16 0 298 76 125 47 1 249 100 173 76 5 354 82 198 112 2 394 1295 8 8:30 51 264 17 1 333 74 108 32 0 214 80 135 46 10 271 65 137 94 2 298 1116 13 8:45 44 171 17 1 233 59 89 35 0 183 71 189 55 11 326 61 146 103 0 310 1052 12 Total199 845 68 2 1114 314 540 162 4 1020 366 635 275 33 1309 284 636 437 6 1363 4806 45 16:00 47 177 28 1 253 71 105 33 1 210 131 206 96 9 442 38 110 94 4 246 1151 15 16:15 61 184 27 4 276 77 146 39 2 264 146 193 90 10 439 43 143 92 6 284 1263 22 16:30 48 191 35 1 275 43 138 34 0 215 140 205 81 11 437 35 149 66 3 253 1180 15 16:45 65 186 35 1 287 73 153 47 3 276 167 226 98 18 509 35 135 104 1 275 1347 23 Total221 738 125 7 1091 264 542 153 6 965 584 830 365 48 1827 151 537 356 14 1058 4941 75 17:00 40 196 53 3 292 81 155 39 0 275 159 258 100 8 525 48 142 98 6 294 1386 17 17:15 49 165 46 4 264 75 143 47 1 266 172 274 109 9 564 39 130 85 7 261 1355 21 17:30 58 184 44 3 289 70 175 45 2 292 191 270 100 6 567 43 148 87 3 281 1429 14 17:45 48 189 45 2 284 71 174 53 0 298 176 255 98 7 536 30 114 85 0 229 1347 9 Total195 734 188 12 1129 297 647 184 3 1131 698 1057 407 30 2192 160 534 355 16 1065 5517 61 Grand Total751 2979 446 23 4199 1156 2247 562 14 3979 1994 2966 1237 123 6320 863 2177 1583 43 4666 19164 203 Apprch %17.9%70.9%10.6%0.5%29.1%56.5%14.1%0.4%31.6%46.9%19.6%1.9%18.5%46.7%33.9%0.9% Total %3.9%15.5%2.3%0.1%21.9%6.0%11.7%2.9%0.1%20.8%10.4%15.5%6.5%0.6%33.0%4.5%11.4%8.3%0.2%24.3%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 51 213 25 1 290 107 152 21 0 280 126 151 64 5 346 84 169 141 1 395 1311 8:00 51 181 18 0 250 105 218 48 3 374 115 138 98 7 358 76 155 128 2 361 1343 8:15 53 229 16 0 298 76 125 47 1 249 100 173 76 5 354 82 198 112 2 394 1295 8:30 51 264 17 1 333 74 108 32 0 214 80 135 46 10 271 65 137 94 2 298 1116 Total Volume 206 887 76 2 1171 362 603 148 4 1117 421 597 284 27 1329 307 659 475 7 1448 5065 % App Total 17.6%75.7%6.5%0.2%32.4%54.0%13.2%0.4%31.7%44.9%21.4%2.0%21.2%45.5%32.8%0.5% PHF.972 .840 .760 .500 .879 .846 .692 .771 .333 .747 .835 .863 .724 .675 .928 .914 .832 .842 .875 .916 .943 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 40 196 53 3 292 81 155 39 0 275 159 258 100 8 525 48 142 98 6 294 1386 17:15 49 165 46 4 264 75 143 47 1 266 172 274 109 9 564 39 130 85 7 261 1355 17:30 58 184 44 3 289 70 175 45 2 292 191 270 100 6 567 43 148 87 3 281 1429 17:45 48 189 45 2 284 71 174 53 0 298 176 255 98 7 536 30 114 85 0 229 1347 Total Volume 195 734 188 12 1129 297 647 184 3 1131 698 1057 407 30 2192 160 534 355 16 1065 5517 % App Total 17.3%65.0%16.7%1.1%26.3%57.2%16.3%0.3%31.8%48.2%18.6%1.4%15.0%50.1%33.3%1.5% PHF.841 .936 .887 .750 .967 .917 .924 .868 .375 .949 .914 .964 .933 .833 .966 .833 .902 .906 .571 .906 .965 Chestnut Ave Westbound El Camino Real Southbound PM PEAK HOUR El Camino Real Northbound Chestnut Ave Westbound 16-7607-004 El Camino Real & Chestnut Ave Unshifted Count = All Vehicles & Uturns Chestnut Ave Eastbound Nothing On Bank 2 Chestnut Ave Eastbound Chestnut Ave Westbound AM PEAK HOUR El Camino Real Northbound El Camino Real Southbound 9/13/2016 El Camino Real Southbound Chestnut Ave Eastbound El Camino Real Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15 0 1 0 0 1 0 0 0 1 0 0 0 0 2 0 0 1 0 0 1 2 3 7:30 1 0 0 5 1 0 0 0 4 0 0 1 0 0 1 0 1 0 2 1 3 11 7:45 0 0 0 3 0 0 0 0 4 0 0 0 0 3 0 0 1 0 0 1 1 10 Total 1 1 0 8 2 0 0 0 10 0 0 1 0 5 1 0 3 0 2 3 6 25 8:00 0 1 0 2 1 1 1 0 2 2 0 0 0 5 0 0 0 0 4 0 3 13 8:15 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 4 8:30 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 4 0 0 8 8:45 0 0 0 0 0 0 0 0 1 0 0 0 0 4 0 0 0 0 1 0 0 6 Total 0 1 0 3 1 1 1 0 5 2 0 0 0 12 0 0 0 0 11 0 3 31 16:00 0 0 0 1 0 0 0 2 5 2 0 0 0 1 0 0 0 0 2 0 2 9 16:15 0 0 0 3 0 0 1 0 2 1 0 0 0 5 0 0 0 0 4 0 1 14 16:30 0 3 0 0 3 0 1 0 8 1 0 1 0 5 1 0 0 0 5 0 5 18 16:45 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 5 0 0 11 Total 0 3 0 7 3 0 2 2 15 4 0 1 0 14 1 0 0 0 16 0 8 52 17:00 0 0 0 2 0 0 0 0 3 0 0 0 0 2 0 0 0 0 6 0 0 13 17:15 0 1 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 0 8 0 1 12 17:30 0 1 0 4 1 0 0 0 2 0 0 0 0 3 0 0 1 0 2 1 2 11 17:45 0 0 0 3 0 0 1 0 2 1 0 0 0 3 0 0 0 0 2 0 1 10 Total 0 2 0 10 2 0 1 0 7 1 0 0 0 11 0 0 1 0 18 1 4 46 Grand Total 1 7 0 28 8 1 4 2 37 7 0 2 0 42 2 0 4 0 47 4 21 154 Apprch %12.5%87.5%0.0%14.3%57.1%28.6%0.0%100.0%0.0%0.0%100.0%0.0% Total %4.8%33.3%0.0%38.1%4.8%19.0%9.5%33.3%0.0%9.5%0.0%9.5%0.0%19.0%0.0%19.0%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 0 0 3 0 0 0 0 4 0 0 0 0 3 0 0 1 0 0 1 1 8:00 0 1 0 2 1 1 1 0 2 2 0 0 0 5 0 0 0 0 4 0 3 8:15 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 8:30 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 4 0 0 Total Volume 0 1 0 6 1 1 1 0 8 2 0 0 0 11 0 0 1 0 10 1 4 % App Total 0.0%100.0%0.0%50.0%50.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .250 .000 .250 .250 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .333 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 2 0 0 0 0 3 0 0 0 0 2 0 0 0 0 6 0 0 17:15 0 1 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 0 8 0 1 17:30 0 1 0 4 1 0 0 0 2 0 0 0 0 3 0 0 1 0 2 1 2 17:45 0 0 0 3 0 0 1 0 2 1 0 0 0 3 0 0 0 0 2 0 1 Total Volume 0 2 0 10 2 0 1 0 7 1 0 0 0 11 0 0 1 0 18 1 4 % App Total 0.0%100.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .500 .000 .500 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .500 PM PEAK HOUR El Camino Real Southbound Chestnut Ave Westbound El Camino Real Northbound Chestnut Ave Eastbound Chestnut Ave Eastbound AM PEAK HOUR El Camino Real Southbound Chestnut Ave Westbound El Camino Real Northbound Chestnut Ave Eastbound Nothing On Bank 2 El Camino Real Southbound Chestnut Ave Westbound El Camino Real Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-004 El Camino Real & Chestnut Ave Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 26 215 4 0 245 21 6 35 0 62 0 124 15 6 145 18 6 4 0 28 480 6 7:15 21 240 5 2 268 27 3 34 0 64 1 130 13 7 151 21 9 8 0 38 521 9 7:30 34 320 10 1 365 31 13 54 0 98 4 190 20 6 220 29 14 6 0 49 732 7 7:45 54 349 32 3 438 32 24 41 0 97 2 206 26 16 250 32 18 15 0 65 850 19 Total135 1124 51 6 1316 111 46 164 0 321 7 650 74 35 766 100 47 33 0 180 2583 41 8:00 42 385 16 4 447 24 19 53 0 96 6 281 45 20 352 54 11 13 0 78 973 24 8:15 31 335 24 6 396 30 12 58 0 100 4 212 16 10 242 37 11 7 0 55 793 16 8:30 45 358 5 5 413 24 8 45 0 77 2 198 32 3 235 28 23 10 0 61 786 8 8:45 30 298 4 2 334 25 5 33 0 63 3 231 22 3 259 18 8 6 0 32 688 5 Total148 1376 49 17 1590 103 44 189 0 336 15 922 115 36 1088 137 53 36 0 226 3240 53 16:00 30 270 14 2 316 40 17 52 0 109 3 316 33 3 355 23 12 15 0 50 830 5 16:15 41 278 12 2 333 28 16 49 0 93 2 318 33 7 360 19 10 9 0 38 824 9 16:30 27 251 13 3 294 26 12 62 0 100 3 334 38 7 382 18 14 9 1 42 818 11 16:45 44 284 11 5 344 30 13 39 0 82 3 379 36 1 419 26 14 10 0 50 895 6 Total142 1083 50 12 1287 124 58 202 0 384 11 1347 140 18 1516 86 50 43 1 180 3367 31 17:00 42 299 19 9 369 32 10 48 0 90 1 424 32 3 460 20 16 6 0 42 961 12 17:15 50 268 12 3 333 34 19 49 0 102 5 467 49 5 526 18 19 6 0 43 1004 8 17:30 37 273 15 9 334 42 7 71 0 120 4 435 48 3 490 29 10 11 0 50 994 12 17:45 33 277 8 9 327 29 20 42 0 91 6 432 35 6 479 15 23 12 0 50 947 15 Total162 1117 54 30 1363 137 56 210 0 403 16 1758 164 17 1955 82 68 35 0 185 3906 47 Grand Total587 4700 204 65 5556 475 204 765 0 1444 49 4677 493 106 5325 405 218 147 1 771 13096 172 Apprch %10.6%84.6%3.7%1.2%32.9%14.1%53.0%0.0%0.9%87.8%9.3%2.0%52.5%28.3%19.1%0.1% Total %4.5%35.9%1.6%0.5%42.4%3.6%1.6%5.8%0.0%11.0%0.4%35.7%3.8%0.8%40.7%3.1%1.7%1.1%0.0%5.9%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 54 349 32 3 438 32 24 41 0 97 2 206 26 16 250 32 18 15 0 65 850 8:00 42 385 16 4 447 24 19 53 0 96 6 281 45 20 352 54 11 13 0 78 973 8:15 31 335 24 6 396 30 12 58 0 100 4 212 16 10 242 37 11 7 0 55 793 8:30 45 358 5 5 413 24 8 45 0 77 2 198 32 3 235 28 23 10 0 61 786 Total Volume 172 1427 77 18 1694 110 63 197 0 370 14 897 119 49 1079 151 63 45 0 259 3402 % App Total 10.2%84.2%4.5%1.1%29.7%17.0%53.2%0.0%1.3%83.1%11.0%4.5%58.3%24.3%17.4%0.0% PHF.796 .927 .602 .750 .947 .859 .656 .849 .000 .925 .583 .798 .661 .613 .766 .699 .685 .750 .000 .830 .874 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 42 299 19 9 369 32 10 48 0 90 1 424 32 3 460 20 16 6 0 42 961 17:15 50 268 12 3 333 34 19 49 0 102 5 467 49 5 526 18 19 6 0 43 1004 17:30 37 273 15 9 334 42 7 71 0 120 4 435 48 3 490 29 10 11 0 50 994 17:45 33 277 8 9 327 29 20 42 0 91 6 432 35 6 479 15 23 12 0 50 947 Total Volume 162 1117 54 30 1363 137 56 210 0 403 16 1758 164 17 1955 82 68 35 0 185 3906 % App Total 11.9%82.0%4.0%2.2%34.0%13.9%52.1%0.0%0.8%89.9%8.4%0.9%44.3%36.8%18.9%0.0% PHF.810 .934 .711 .833 .923 .815 .700 .739 .000 .840 .667 .941 .837 .708 .929 .707 .739 .729 .000 .925 .973 Orange Ave Westbound El Camino Real Southbound PM PEAK HOUR El Camino Real Northbound Orange Ave Westbound 16-7607-005 El Camino Real & Orange Ave Unshifted Count = All Vehicles & Uturns Orange Ave Eastbound Nothing On Bank 2 Orange Ave Eastbound Orange Ave Westbound AM PEAK HOUR El Camino Real Northbound El Camino Real Southbound 9/13/2016 El Camino Real Southbound Orange Ave Eastbound El Camino Real Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 2 0 0 0 0 1 0 0 0 0 3 0 0 0 0 2 0 0 8 7:15 0 0 0 2 0 0 0 0 0 0 0 0 0 4 0 0 0 0 3 0 0 9 7:30 0 1 0 0 1 0 0 0 0 0 0 1 0 10 1 0 0 0 11 0 2 21 7:45 0 0 0 2 0 0 0 0 4 0 0 0 0 4 0 0 2 0 10 2 2 20 Total 0 1 0 6 1 0 0 0 5 0 0 1 0 21 1 0 2 0 26 2 4 58 8:00 0 0 0 6 0 0 0 0 3 0 0 0 0 6 0 0 0 0 8 0 0 23 8:15 0 0 0 3 0 0 0 0 6 0 0 0 0 5 0 1 0 0 0 1 1 14 8:30 0 0 0 1 0 0 1 0 0 1 0 0 0 7 0 0 0 0 5 0 1 13 8:45 0 0 0 0 0 0 0 0 1 0 0 0 0 7 0 0 0 0 3 0 0 11 Total 0 0 0 10 0 0 1 0 10 1 0 0 0 25 0 1 0 0 16 1 2 61 16:00 0 0 0 4 0 0 0 0 1 0 0 0 0 1 0 0 0 0 7 0 0 13 16:15 0 0 0 8 0 0 0 0 1 0 0 0 0 4 0 0 0 0 11 0 0 24 16:30 0 0 0 5 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 1 1 9 16:45 1 0 0 4 1 0 0 0 2 0 0 0 0 10 0 0 0 0 5 0 1 21 Total 1 0 0 21 1 0 0 0 4 0 0 0 0 17 0 1 0 0 25 1 2 67 17:00 0 0 0 3 0 0 1 0 1 1 0 0 0 3 0 0 0 0 7 0 1 14 17:15 0 1 0 1 1 0 0 0 1 0 0 0 0 12 0 0 0 0 4 0 1 18 17:30 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 0 0 6 0 0 11 17:45 0 1 0 8 1 0 0 0 0 0 0 0 0 9 0 0 0 0 5 0 1 22 Total 0 2 0 16 2 0 1 0 2 1 0 0 0 25 0 0 0 0 22 0 3 65 Grand Total 1 3 0 53 4 0 2 0 21 2 0 1 0 88 1 2 2 0 89 4 11 251 Apprch %25.0%75.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%50.0%50.0%0.0% Total %9.1%27.3%0.0%36.4%0.0%18.2%0.0%18.2%0.0%9.1%0.0%9.1%18.2%18.2%0.0%36.4%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 0 0 2 0 0 0 0 4 0 0 0 0 4 0 0 2 0 10 2 2 8:00 0 0 0 6 0 0 0 0 3 0 0 0 0 6 0 0 0 0 8 0 0 8:15 0 0 0 3 0 0 0 0 6 0 0 0 0 5 0 1 0 0 0 1 1 8:30 0 0 0 1 0 0 1 0 0 1 0 0 0 7 0 0 0 0 5 0 1 Total Volume 0 0 0 12 0 0 1 0 13 1 0 0 0 22 0 1 2 0 23 3 4 % App Total 0.0%0.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%33.3%66.7%0.0% PHF.000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 .250 .000 .375 .500 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 3 0 0 1 0 1 1 0 0 0 3 0 0 0 0 7 0 1 17:15 0 1 0 1 1 0 0 0 1 0 0 0 0 12 0 0 0 0 4 0 1 17:30 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 0 0 6 0 0 17:45 0 1 0 8 1 0 0 0 0 0 0 0 0 9 0 0 0 0 5 0 1 Total Volume 0 2 0 16 2 0 1 0 2 1 0 0 0 25 0 0 0 0 22 0 3 % App Total 0.0%100.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .500 .000 .500 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .750 PM PEAK HOUR El Camino Real Southbound Orange Ave Westbound El Camino Real Northbound Orange Ave Eastbound Orange Ave Eastbound AM PEAK HOUR El Camino Real Southbound Orange Ave Westbound El Camino Real Northbound Orange Ave Eastbound Nothing On Bank 2 El Camino Real Southbound Orange Ave Westbound El Camino Real Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-005 El Camino Real & Orange Ave Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 17 31 1 0 49 10 0 29 0 39 1 22 2 0 25 1 0 0 0 1 114 0 7:15 19 39 0 0 58 12 0 49 0 61 0 33 3 0 36 0 0 1 0 1 156 0 7:30 29 73 0 0 102 5 1 33 0 39 1 61 10 0 72 0 1 1 0 2 215 0 7:45 35 88 0 0 123 24 0 55 0 79 0 90 0 1 91 1 0 1 0 2 295 1 Total100 231 1 0 332 51 1 166 0 218 2 206 15 1 224 2 1 3 0 6 780 1 8:00 43 91 0 0 134 11 1 56 0 68 0 79 2 0 81 1 1 1 0 3 286 0 8:15 46 80 0 0 126 7 0 40 0 47 0 57 8 0 65 0 1 0 0 1 239 0 8:30 37 75 1 0 113 8 1 41 0 50 2 47 9 0 58 2 0 0 0 2 223 0 8:45 27 51 0 0 78 8 0 32 0 40 2 30 1 0 33 0 1 0 0 1 152 0 Total153 297 1 0 451 34 2 169 0 205 4 213 20 0 237 3 3 1 0 7 900 0 16:00 32 54 1 0 87 4 1 40 0 45 2 75 11 0 88 0 0 0 0 0 220 0 16:15 30 68 0 0 98 4 2 41 0 47 1 53 10 0 64 0 1 1 0 2 211 0 16:30 42 61 1 0 104 7 1 48 1 57 1 49 12 0 62 1 0 1 0 2 225 1 16:45 42 61 1 0 104 7 0 56 0 63 2 70 9 0 81 1 1 1 0 3 251 0 Total146 244 3 0 393 22 4 185 1 212 6 247 42 0 295 2 2 3 0 7 907 1 17:00 43 93 0 0 136 7 0 50 0 57 1 68 16 0 85 1 0 0 0 1 279 0 17:15 51 78 0 0 129 4 0 41 0 45 1 73 12 0 86 1 0 0 0 1 261 0 17:30 54 75 0 0 129 9 1 52 0 62 0 71 13 0 84 0 1 3 0 4 279 0 17:45 61 72 2 0 135 11 2 61 3 77 3 56 4 0 63 0 1 0 0 1 276 3 Total209 318 2 0 529 31 3 204 3 241 5 268 45 0 318 2 2 3 0 7 1095 3 Grand Total608 1090 7 0 1705 138 10 724 4 876 17 934 122 1 1074 9 8 10 0 27 3682 5 Apprch %35.7%63.9%0.4%0.0%15.8%1.1%82.6%0.5%1.6%87.0%11.4%0.1%33.3%29.6%37.0%0.0% Total %16.5%29.6%0.2%0.0%46.3%3.7%0.3%19.7%0.1%23.8%0.5%25.4%3.3%0.0%29.2%0.2%0.2%0.3%0.0%0.7%100.0% START TIME LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 35 88 0 0 123 24 0 55 0 79 0 90 0 1 91 1 0 1 0 2 295 8:00 43 91 0 0 134 11 1 56 0 68 0 79 2 0 81 1 1 1 0 3 286 8:15 46 80 0 0 126 7 0 40 0 47 0 57 8 0 65 0 1 0 0 1 239 8:30 37 75 1 0 113 8 1 41 0 50 2 47 9 0 58 2 0 0 0 2 223 Total Volume 161 334 1 0 496 50 2 192 0 244 2 273 19 1 295 4 2 2 0 8 1043 % App Total 32.5%67.3%0.2%0.0%20.5%0.8%78.7%0.0%0.7%92.5%6.4%0.3%50.0%25.0%25.0%0.0% PHF.875 .918 .250 .000 .925 .521 .500 .857 .000 .772 .250 .758 .528 .250 .810 .500 .500 .500 .000 .667 .884 START TIME LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL LEFT THRU RIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 43 93 0 0 136 7 0 50 0 57 1 68 16 0 85 1 0 0 0 1 279 17:15 51 78 0 0 129 4 0 41 0 45 1 73 12 0 86 1 0 0 0 1 261 17:30 54 75 0 0 129 9 1 52 0 62 0 71 13 0 84 0 1 3 0 4 279 17:45 61 72 2 0 135 11 2 61 3 77 3 56 4 0 63 0 1 0 0 1 276 Total Volume 209 318 2 0 529 31 3 204 3 241 5 268 45 0 318 2 2 3 0 7 1095 % App Total 39.5%60.1%0.4%0.0%12.9%1.2%84.6%1.2%1.6%84.3%14.2%0.0%28.6%28.6%42.9%0.0% PHF.857 .855 .250 .000 .972 .705 .375 .836 .250 .782 .417 .918 .703 .000 .924 .500 .500 .250 .000 .438 .981 Grand Ave Westbound Mission Rd Southbound PM PEAK HOUR Mission Rd Northbound Grand Ave Westbound 16-7607-006 Mission Rd & Grand Ave Unshifted Count = All Vehicles & Uturns Grand Ave Eastbound Nothing On Bank 2 Grand Ave Eastbound Grand Ave Westbound AM PEAK HOUR Mission Rd Northbound Mission Rd Southbound 9/13/2016 Mission Rd Southbound Grand Ave Eastbound Mission Rd Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 1 1 0 5 2 0 0 1 6 1 0 1 0 0 1 0 0 0 2 0 4 13 7:15 0 0 0 4 0 0 0 3 4 3 0 0 0 0 0 0 0 0 0 0 3 8 7:30 1 0 0 3 1 0 0 1 9 1 0 1 0 0 1 0 0 0 1 0 3 13 7:45 1 0 0 9 1 0 0 1 6 1 0 0 0 0 0 0 0 0 0 0 2 15Total31021400625602002000301249 8:00 0 0 0 5 0 0 0 2 7 2 0 1 0 2 1 0 0 0 2 0 3 16 8:15 1 0 0 4 1 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 8 8:30 1 0 0 2 1 0 0 1 4 1 0 0 0 0 0 0 0 0 0 0 2 68:45 0 0 0 4 0 0 0 0 7 0 0 1 0 0 1 0 0 0 0 0 1 11 Total 2 0 0 15 2 0 0 3 21 3 0 2 0 2 2 0 0 0 3 0 7 41 16:00 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 416:15 0 1 0 7 1 0 0 1 7 1 0 0 0 0 0 0 0 0 0 0 2 14 16:30 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 16:45 2 0 0 3 2 0 0 1 8 1 0 0 0 0 0 0 0 0 0 0 3 11 Total 2 1 0 12 3 0 0 2 27 2 0 0 0 0 0 0 0 0 0 0 5 39 17:00 0 0 0 1 0 0 0 1 11 1 0 0 0 0 0 0 0 0 0 0 1 12 17:15 1 0 0 6 1 0 0 1 3 1 0 1 0 0 1 0 0 0 0 0 3 9 17:30 0 2 0 0 2 0 0 1 3 1 0 0 0 1 0 0 0 0 2 0 3 6 17:45 2 0 0 4 2 0 0 2 3 2 0 1 0 1 1 0 1 0 0 1 6 8 Total 3 2 0 11 5 0 0 5 20 5 0 2 0 2 2 0 1 0 2 1 13 35 Grand Total10 4 0 59 14 0 0 16 93 16 0 6 0 4 6 0 1 0 8 1 37 164 Apprch %71.4%28.6%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%100.0%0.0% Total %27.0%10.8%0.0%37.8%0.0%0.0%43.2%43.2%0.0%16.2%0.0%16.2%0.0%2.7%0.0%2.7%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45Peak Hour For Entire Intersection Begins at 07:45 7:45 1 0 0 9 1 0 0 1 6 1 0 0 0 0 0 0 0 0 0 0 2 8:00 0 0 0 5 0 0 0 2 7 2 0 1 0 2 1 0 0 0 2 0 3 8:15 1 0 0 4 1 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 8:30 1 0 0 2 1 0 0 1 4 1 0 0 0 0 0 0 0 0 0 0 2 Total Volume 3 0 0 20 3 0 0 4 20 4 0 1 0 2 1 0 0 0 3 0 8 % App Total 100.0%0.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%0.0%0.0% PHF.750 .000 .000 .750 .000 .000 .500 .500 .000 .250 .000 .250 .000 .000 .000 .000 .667 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 1 0 0 0 1 11 1 0 0 0 0 0 0 0 0 0 0 117:15 1 0 0 6 1 0 0 1 3 1 0 1 0 0 1 0 0 0 0 0 3 17:30 0 2 0 0 2 0 0 1 3 1 0 0 0 1 0 0 0 0 2 0 3 17:45 2 0 0 4 2 0 0 2 3 2 0 1 0 1 1 0 1 0 0 1 6 Total Volume 3 2 0 11 5 0 0 5 20 5 0 2 0 2 2 0 1 0 2 1 13 % App Total 60.0%40.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%100.0%0.0%PHF.375 .250 .000 .625 .000 .000 .625 .625 .000 .500 .000 .500 .000 .250 .000 .250 .542 Southbound Peds = North Leg (traveling EB or WB) Westbound Peds = East Leg (traveling NB or SB) Northbound Peds = South Leg (traveling EB or WB) Eastbound Peds = West Leg (traveling NB or SB) PM PEAK HOUR Mission RdSouthbound Grand AveWestbound Mission RdNorthbound Grand AveEastbound Grand Ave Eastbound AM PEAK HOUR Mission Rd Southbound Grand Ave Westbound Mission Rd Northbound Grand Ave Eastbound Nothing On Bank 2 Mission Rd Southbound Grand Ave Westbound Mission Rd Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-006 Mission Rd & Grand AveBikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 7 39 11 0 57 19 16 10 0 45 11 58 19 0 88 8 29 8 0 45 235 0 7:15 4 53 16 0 73 14 27 7 0 48 7 63 15 0 85 10 32 24 0 66 272 0 7:30 7 68 18 0 93 28 19 4 0 51 13 81 26 0 120 9 35 16 0 60 324 0 7:45 12 97 22 0 131 36 48 10 0 94 12 96 41 0 149 14 49 22 0 85 459 0 Total30 257 67 0 354 97 110 31 0 238 43 298 101 0 442 41 145 70 0 256 1290 0 8:00 6 77 20 0 103 37 50 16 0 103 22 119 26 0 167 30 43 14 0 87 460 0 8:15 13 62 19 0 94 32 54 17 0 103 14 107 32 0 153 33 76 24 0 133 483 0 8:30 7 90 15 0 112 26 22 8 0 56 16 80 39 0 135 9 47 21 0 77 380 0 8:45 8 67 7 0 82 27 28 10 0 65 6 71 26 0 103 6 41 17 0 64 314 0 Total34 296 61 0 391 122 154 51 0 327 58 377 123 0 558 78 207 76 0 361 1637 0 16:00 6 76 9 0 91 28 38 10 0 76 19 51 27 0 97 5 30 7 0 42 306 0 16:15 6 72 10 0 88 24 50 8 0 82 28 79 30 0 137 7 32 11 0 50 357 0 16:30 9 75 13 0 97 27 50 16 0 93 23 78 30 0 131 5 48 16 0 69 390 0 16:45 14 74 14 0 102 31 42 17 0 90 21 104 34 0 159 9 39 5 0 53 404 0 Total35 297 46 0 378 110 180 51 0 341 91 312 121 0 524 26 149 39 0 214 1457 0 17:00 11 80 10 0 101 27 52 18 0 97 27 80 33 0 140 6 53 14 0 73 411 0 17:15 7 96 22 0 125 21 41 16 0 78 36 86 20 0 142 13 43 17 0 73 418 0 17:30 14 88 22 0 124 43 61 16 0 120 38 87 27 0 152 13 37 13 0 63 459 0 17:45 16 94 23 0 133 28 53 7 0 88 25 83 27 0 135 20 54 15 0 89 445 0 Total48 358 77 0 483 119 207 57 0 383 126 336 107 0 569 52 187 59 0 298 1733 0 Grand Total147 1208 251 0 1606 448 651 190 0 1289 318 1323 452 0 2093 197 688 244 0 1129 6117 0 Apprch %9.2%75.2%15.6%0.0%34.8%50.5%14.7%0.0%15.2%63.2%21.6%0.0%17.4%60.9%21.6%0.0% Total %2.4%19.7%4.1%0.0%26.3%7.3%10.6%3.1%0.0%21.1%5.2%21.6%7.4%0.0%34.2%3.2%11.2%4.0%0.0%18.5%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 12 97 22 0 131 36 48 10 0 94 12 96 41 0 149 14 49 22 0 85 459 8:00 6 77 20 0 103 37 50 16 0 103 22 119 26 0 167 30 43 14 0 87 460 8:15 13 62 19 0 94 32 54 17 0 103 14 107 32 0 153 33 76 24 0 133 483 8:30 7 90 15 0 112 26 22 8 0 56 16 80 39 0 135 9 47 21 0 77 380 Total Volume 38 326 76 0 440 131 174 51 0 356 64 402 138 0 604 86 215 81 0 382 1782 % App Total 8.6%74.1%17.3%0.0%36.8%48.9%14.3%0.0%10.6%66.6%22.8%0.0%22.5%56.3%21.2%0.0% PHF.731 .840 .864 .000 .840 .885 .806 .750 .000 .864 .727 .845 .841 .000 .904 .652 .707 .844 .000 .718 .922 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 11 80 10 0 101 27 52 18 0 97 27 80 33 0 140 6 53 14 0 73 411 17:15 7 96 22 0 125 21 41 16 0 78 36 86 20 0 142 13 43 17 0 73 418 17:30 14 88 22 0 124 43 61 16 0 120 38 87 27 0 152 13 37 13 0 63 459 17:45 16 94 23 0 133 28 53 7 0 88 25 83 27 0 135 20 54 15 0 89 445 Total Volume 48 358 77 0 483 119 207 57 0 383 126 336 107 0 569 52 187 59 0 298 1733 % App Total 9.9%74.1%15.9%0.0%31.1%54.0%14.9%0.0%22.1%59.1%18.8%0.0%17.4%62.8%19.8%0.0% PHF.750 .932 .837 .000 .908 .692 .848 .792 .000 .798 .829 .966 .811 .000 .936 .650 .866 .868 .000 .837 .944 Grand Ave Westbound Chestnut Ave Southbound PM PEAK HOUR Chestnut Ave Northbound Grand Ave Westbound 16-7607-007 Chestnut Ave & Grand Ave Unshifted Count = All Vehicles & Uturns Grand Ave Eastbound Nothing On Bank 2 Grand Ave Eastbound Grand Ave Westbound AM PEAK HOUR Chestnut Ave Northbound Chestnut Ave Southbound 9/13/2016 Chestnut Ave Southbound Grand Ave Eastbound Chestnut Ave Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 2 0 0 1 0 1 1 0 0 0 0 0 0 1 0 4 1 2 7 7:15 0 0 0 3 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 0 2 5 7:30 0 0 0 2 0 0 0 0 0 0 0 1 0 0 1 0 1 0 3 1 2 5 7:45 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 1 0 1 1 2 2 Total 0 0 0 8 0 0 4 0 2 4 0 1 0 1 1 0 3 0 8 3 8 19 8:00 0 1 1 0 2 0 0 0 1 0 0 0 0 1 0 0 1 0 4 1 3 6 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 1 1 8:30 0 0 0 0 0 0 1 0 2 1 0 0 0 1 0 0 1 0 1 1 2 4 8:45 0 1 0 3 1 0 0 0 1 0 0 0 0 2 0 0 0 0 1 0 1 7 Total 0 2 1 3 3 0 1 0 4 1 0 0 0 4 0 0 3 0 7 3 7 18 16:00 0 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 5 16:15 0 1 0 1 1 0 3 0 0 3 0 0 0 2 0 0 0 0 0 0 4 3 16:30 0 0 0 2 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2 0 1 5 16:45 0 0 0 1 0 0 1 0 0 1 0 0 0 1 0 0 0 1 3 1 2 5 Total 0 1 0 7 1 1 4 0 1 5 0 0 0 5 0 0 0 1 5 1 7 18 17:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 17:30 0 0 0 3 0 0 1 0 0 1 0 1 1 2 2 0 0 0 0 0 3 5 17:45 0 0 0 2 0 1 2 0 1 3 0 0 0 0 0 0 2 0 1 2 5 4 Total 0 0 0 5 0 1 4 0 1 5 0 1 1 3 2 0 2 0 2 2 9 11 Grand Total 0 3 1 23 4 2 13 0 8 15 0 2 1 13 3 0 8 1 22 9 31 66 Apprch %0.0%75.0%25.0%13.3%86.7%0.0%0.0%66.7%33.3%0.0%88.9%11.1% Total %0.0%9.7%3.2%12.9%6.5%41.9%0.0%48.4%0.0%6.5%3.2%9.7%0.0%25.8%3.2%29.0%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:45 to 08:45 Peak Hour For Entire Intersection Begins at 07:45 7:45 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 1 0 1 1 2 8:00 0 1 1 0 2 0 0 0 1 0 0 0 0 1 0 0 1 0 4 1 3 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 1 8:30 0 0 0 0 0 0 1 0 2 1 0 0 0 1 0 0 1 0 1 1 2 Total Volume 0 1 1 1 2 0 2 0 3 2 0 0 0 2 0 0 4 0 7 4 8 % App Total 0.0%50.0%50.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .250 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 1.000 .000 1.000 .667 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 17:30 0 0 0 3 0 0 1 0 0 1 0 1 1 2 2 0 0 0 0 0 3 17:45 0 0 0 2 0 1 2 0 1 3 0 0 0 0 0 0 2 0 1 2 5 Total Volume 0 0 0 5 0 1 4 0 1 5 0 1 1 3 2 0 2 0 2 2 9 % App Total 0.0%0.0%0.0%20.0%80.0%0.0%0.0%50.0%50.0%0.0%100.0%0.0% PHF.000 .000 .000 .000 .250 .500 .000 .417 .000 .250 .250 .250 .000 .250 .000 .250 .450 PM PEAK HOUR Chestnut Ave Southbound Grand Ave Westbound Chestnut Ave Northbound Grand Ave Eastbound Grand Ave Eastbound AM PEAK HOUR Chestnut Ave Southbound Grand Ave Westbound Chestnut Ave Northbound Grand Ave Eastbound Nothing On Bank 2 Chestnut Ave Southbound Grand Ave Westbound Chestnut Ave Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-007 Chestnut Ave & Grand Ave Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 0 39 0 0 39 10 0 3 0 13 0 25 2 0 27 0 0 0 0 0 79 0 7:15 1 47 0 0 48 9 0 3 0 12 0 35 1 0 36 0 0 0 0 0 96 0 7:30 1 81 0 0 82 10 0 8 0 18 0 66 2 0 68 0 0 0 0 0 168 0 7:45 3 111 0 0 114 28 0 7 0 35 0 88 0 0 88 0 0 0 0 0 237 0 Total 5 278 0 0 283 57 0 21 0 78 0 214 5 0 219 0 0 0 0 0 580 0 8:00 2 97 0 0 99 14 0 7 0 21 0 80 2 0 82 0 0 0 0 0 202 0 8:15 1 87 0 0 88 10 0 2 0 12 0 67 3 0 70 0 0 0 0 0 170 0 8:30 6 72 0 0 78 9 0 5 0 14 0 55 3 0 58 0 0 0 0 0 150 0 8:45 1 60 0 0 61 5 0 1 0 6 0 34 4 0 38 0 0 0 0 0 105 0 Total10 316 0 0 326 38 0 15 0 53 0 236 12 0 248 0 0 0 0 0 627 0 16:00 1 63 0 0 64 7 0 2 0 9 0 85 4 0 89 0 0 0 0 0 162 0 16:15 7 68 0 0 75 9 0 3 0 12 0 68 1 0 69 0 0 0 0 0 156 0 16:30 6 72 0 0 78 4 0 4 0 8 0 58 5 0 63 0 0 0 0 0 149 0 16:45 3 64 0 0 67 8 0 5 0 13 0 76 7 0 83 0 0 0 0 0 163 0 Total17 267 0 0 284 28 0 14 0 42 0 287 17 0 304 0 0 0 0 0 630 0 17:00 4 101 0 0 105 7 0 4 0 11 0 73 2 0 75 0 0 0 0 0 191 0 17:15 3 83 0 0 86 10 0 2 0 12 0 82 1 0 83 0 0 0 0 0 181 0 17:30 1 85 0 0 86 12 0 7 0 19 0 75 4 1 80 0 0 0 0 0 185 1 17:45 6 83 0 0 89 12 0 4 0 16 0 58 2 0 60 0 0 0 0 0 165 0 Total14 352 0 0 366 41 0 17 0 58 0 288 9 1 298 0 0 0 0 0 722 1 Grand Total46 1213 0 0 1259 164 0 67 0 231 0 1025 43 1 1069 0 0 0 0 0 2559 1 Apprch %3.7%96.3%0.0%0.0%71.0%0.0%29.0%0.0%0.0%95.9%4.0%0.1%0.0%0.0%0.0%0.0% Total %1.8%47.4%0.0%0.0%49.2%6.4%0.0%2.6%0.0%9.0%0.0%40.1%1.7%0.0%41.8%0.0%0.0%0.0%0.0%0.0%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 1 81 0 0 82 10 0 8 0 18 0 66 2 0 68 0 0 0 0 0 168 7:45 3 111 0 0 114 28 0 7 0 35 0 88 0 0 88 0 0 0 0 0 237 8:00 2 97 0 0 99 14 0 7 0 21 0 80 2 0 82 0 0 0 0 0 202 8:15 1 87 0 0 88 10 0 2 0 12 0 67 3 0 70 0 0 0 0 0 170 Total Volume 7 376 0 0 383 62 0 24 0 86 0 301 7 0 308 0 0 0 0 0 777 % App Total 1.8%98.2%0.0%0.0%72.1%0.0%27.9%0.0%0.0%97.7%2.3%0.0%0.0%0.0%0.0%0.0% PHF.583 .847 .000 .000 .840 .554 .000 .750 .000 .614 .000 .855 .583 .000 .875 .000 .000 .000 .000 .000 .820 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 4 101 0 0 105 7 0 4 0 11 0 73 2 0 75 0 0 0 0 0 191 17:15 3 83 0 0 86 10 0 2 0 12 0 82 1 0 83 0 0 0 0 0 181 17:30 1 85 0 0 86 12 0 7 0 19 0 75 4 1 80 0 0 0 0 0 185 17:45 6 83 0 0 89 12 0 4 0 16 0 58 2 0 60 0 0 0 0 0 165 Total Volume 14 352 0 0 366 41 0 17 0 58 0 288 9 1 298 0 0 0 0 0 722 % App Total 3.8%96.2%0.0%0.0%70.7%0.0%29.3%0.0%0.0%96.6%3.0%0.3%0.0%0.0%0.0%0.0% PHF.583 .871 .000 .000 .871 .854 .000 .607 .000 .763 .000 .878 .563 .250 .898 .000 .000 .000 .000 .000 .945 Oak Ave Westbound Mission Rd Southbound PM PEAK HOUR Mission Rd Northbound Oak Ave Westbound 16-7607-008 Mission Rd & Oak Ave Unshifted Count = All Vehicles & Uturns Oak Ave Eastbound Nothing On Bank 2 Oak Ave Eastbound Oak Ave Westbound AM PEAK HOUR Mission Rd Northbound Mission Rd Southbound 9/13/2016 Mission Rd Southbound Oak Ave Eastbound Mission Rd Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 3 0 0 0 0 4 0 0 1 0 0 1 0 0 0 0 0 1 7 7:15 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 0 0 0 2 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 7 7:45 0 0 0 2 0 0 0 0 2 0 0 1 0 0 1 0 0 0 0 0 1 4 Total 0 0 0 8 0 0 0 0 11 0 0 2 0 0 2 0 0 0 0 0 2 19 8:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15 0 0 0 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 2 8:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 0 0 0 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 2 Total 0 0 0 2 0 0 0 2 4 2 0 0 0 0 0 0 0 0 0 0 2 6 16:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 16:15 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 16:30 0 0 0 1 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 6 16:45 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 2 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 12 17:00 0 0 0 1 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 7 17:15 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1 17:30 0 1 0 1 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 1 6 17:45 0 0 0 3 0 0 0 0 4 0 0 1 0 0 1 0 0 0 0 0 1 7 Total 0 1 0 6 1 0 0 0 15 0 0 2 0 0 2 0 0 0 0 0 3 21 Grand Total 0 1 0 18 1 0 0 2 40 2 0 4 0 0 4 0 0 0 0 0 7 58 Apprch %0.0%100.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%0.0%0.0% Total %0.0%14.3%0.0%14.3%0.0%0.0%28.6%28.6%0.0%57.1%0.0%57.1%0.0%0.0%0.0%0.0%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 0 0 0 2 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 2 0 0 0 0 2 0 0 1 0 0 1 0 0 0 0 0 1 8:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 8:15 0 0 0 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 5 0 0 0 1 9 1 0 1 0 0 1 0 0 0 0 0 2 % App Total 0.0%0.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .500 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 1 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 17:30 0 1 0 1 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 3 0 0 0 0 4 0 0 1 0 0 1 0 0 0 0 0 1 Total Volume 0 1 0 6 1 0 0 0 15 0 0 2 0 0 2 0 0 0 0 0 3 % App Total 0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0% PHF.000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .750 PM PEAK HOUR Mission Rd Southbound Oak Ave Westbound Mission Rd Northbound Oak Ave Eastbound Oak Ave Eastbound AM PEAK HOUR Mission Rd Southbound Oak Ave Westbound Mission Rd Northbound Oak Ave Eastbound Nothing On Bank 2 Mission Rd Southbound Oak Ave Westbound Mission Rd Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-008 Mission Rd & Oak Ave Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 7 0 45 0 52 0 79 11 0 90 0 0 0 0 0 16 121 0 0 137 279 0 7:15 11 0 47 0 58 0 122 13 0 135 0 0 0 0 0 30 117 0 0 147 340 0 7:30 13 0 76 0 89 0 167 19 0 186 0 0 0 0 0 43 174 0 2 219 494 2 7:45 21 0 117 0 138 0 192 25 0 217 0 0 0 0 0 66 225 0 0 291 646 0 Total52 0 285 0 337 0 560 68 0 628 0 0 0 0 0 155 637 0 2 794 1759 2 8:00 13 0 106 0 119 0 208 23 0 231 0 0 0 0 0 60 232 0 1 293 643 1 8:15 29 0 73 0 102 0 166 17 0 183 0 0 0 0 0 53 257 0 1 311 596 1 8:30 23 0 56 0 79 0 158 16 0 174 0 0 0 0 0 41 192 0 1 234 487 1 8:45 19 0 46 0 65 0 137 6 0 143 0 0 0 0 0 33 184 0 4 221 429 4 Total84 0 281 0 365 0 669 62 0 731 0 0 0 0 0 187 865 0 7 1059 2155 7 16:00 17 0 50 0 67 0 158 14 0 172 0 0 0 0 0 69 151 0 8 228 467 8 16:15 15 0 62 0 77 0 154 10 0 164 0 0 0 0 0 64 183 0 11 258 499 11 16:30 17 0 63 0 80 0 140 14 1 155 0 0 0 0 0 53 190 0 14 257 492 15 16:45 12 0 61 0 73 0 169 24 0 193 0 0 0 0 0 67 210 0 9 286 552 9 Total61 0 236 0 297 0 621 62 1 684 0 0 0 0 0 253 734 0 42 1029 2010 43 17:00 24 0 84 0 108 0 169 17 0 186 0 0 0 0 0 65 187 0 11 263 557 11 17:15 19 0 78 0 97 0 156 21 0 177 0 0 0 0 0 69 190 0 12 271 545 12 17:30 17 0 81 0 98 0 202 19 0 221 0 0 0 0 0 59 206 0 8 273 592 8 17:45 27 0 71 0 98 0 207 13 0 220 0 0 0 0 0 49 171 0 10 230 548 10 Total87 0 314 0 401 0 734 70 0 804 0 0 0 0 0 242 754 0 41 1037 2242 41 Grand Total284 0 1116 0 1400 0 2584 262 1 2847 0 0 0 0 0 837 2990 0 92 3919 8166 93 Apprch %20.3%0.0%79.7%0.0%0.0%90.8%9.2%0.0%0.0%0.0%0.0%0.0%21.4%76.3%0.0%2.3% Total %3.5%0.0%13.7%0.0%17.1%0.0%31.6%3.2%0.0%34.9%0.0%0.0%0.0%0.0%0.0%10.2%36.6%0.0%1.1%48.0%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 13 0 76 0 89 0 167 19 0 186 0 0 0 0 0 43 174 0 2 219 494 7:45 21 0 117 0 138 0 192 25 0 217 0 0 0 0 0 66 225 0 0 291 646 8:00 13 0 106 0 119 0 208 23 0 231 0 0 0 0 0 60 232 0 1 293 643 8:15 29 0 73 0 102 0 166 17 0 183 0 0 0 0 0 53 257 0 1 311 596 Total Volume 76 0 372 0 448 0 733 84 0 817 0 0 0 0 0 222 888 0 4 1114 2379 % App Total 17.0%0.0%83.0%0.0%0.0%89.7%10.3%0.0%0.0%0.0%0.0%0.0%19.9%79.7%0.0%0.4% PHF.655 .000 .795 .000 .812 .000 .881 .840 .000 .884 .000 .000 .000 .000 .000 .841 .864 .000 .500 .895 .921 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 16:45 to 17:45 Peak Hour For Entire Intersection Begins at 16:45 16:45 12 0 61 0 73 0 169 24 0 193 0 0 0 0 0 67 210 0 9 286 552 17:00 24 0 84 0 108 0 169 17 0 186 0 0 0 0 0 65 187 0 11 263 557 17:15 19 0 78 0 97 0 156 21 0 177 0 0 0 0 0 69 190 0 12 271 545 17:30 17 0 81 0 98 0 202 19 0 221 0 0 0 0 0 59 206 0 8 273 592 Total Volume 72 0 304 0 376 0 696 81 0 777 0 0 0 0 0 260 793 0 40 1093 2246 % App Total 19.1%0.0%80.9%0.0%0.0%89.6%10.4%0.0%0.0%0.0%0.0%0.0%23.8%72.6%0.0%3.7% PHF.750 .000 .905 .000 .870 .000 .861 .844 .000 .879 .000 .000 .000 .000 .000 .942 .944 .000 .833 .955 .948 Chestnut Ave Westbound Mission Rd Southbound PM PEAK HOUR Mission Rd Northbound Chestnut Ave Westbound 16-7607-009 Mission Rd & Chestnut Ave Unshifted Count = All Vehicles & Uturns Chestnut Ave Eastbound Nothing On Bank 2 Chestnut Ave Eastbound Chestnut Ave Westbound AM PEAK HOUR Mission Rd Northbound Mission Rd Southbound 9/13/2016 Mission Rd Southbound Chestnut Ave Eastbound Mission Rd Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 2 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 2 7:15 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 7:30 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 1 2 7:45 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 1 1 4 Total 0 0 0 6 0 0 0 2 5 2 0 0 0 0 0 1 1 0 0 2 4 11 8:00 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 8:15 0 0 1 0 1 0 1 0 3 1 0 0 0 0 0 0 0 0 0 0 2 3 8:30 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 1 3 1 0 2 0 4 2 0 0 0 0 0 0 0 0 0 0 3 7 16:00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 16:15 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 1 2 16:30 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 1 0 0 0 1 1 3 16:45 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 1 0 10 1 0 0 0 0 0 1 0 0 0 1 2 10 17:00 0 0 0 3 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 8 17:15 0 0 0 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 2 17:30 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 2 2 3 17:45 0 0 1 1 1 0 0 1 5 1 0 0 0 0 0 0 0 0 0 0 2 6 Total 0 0 1 7 1 0 0 2 12 2 0 0 0 0 0 0 2 0 0 2 5 19 Grand Total 0 0 2 16 2 0 3 4 31 7 0 0 0 0 0 2 3 0 0 5 14 47 Apprch %0.0%0.0%100.0%0.0%42.9%57.1%0.0%0.0%0.0%40.0%60.0%0.0% Total %0.0%0.0%14.3%14.3%0.0%21.4%28.6%50.0%0.0%0.0%0.0%0.0%14.3%21.4%0.0%35.7%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 1 7:45 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 1 1 8:00 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 0 0 1 0 1 0 1 0 3 1 0 0 0 0 0 0 0 0 0 0 2 Total Volume 0 0 1 4 1 0 2 0 6 2 0 0 0 0 0 1 1 0 0 2 5 % App Total 0.0%0.0%100.0%0.0%100.0%0.0%0.0%0.0%0.0%50.0%50.0%0.0% PHF.000 .000 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .250 .250 .000 .500 .625 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 16:45 to 17:45 Peak Hour For Entire Intersection Begins at 16:45 16:45 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 3 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 17:30 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 2 2 Total Volume 0 0 0 6 0 0 0 1 10 1 0 0 0 0 0 0 2 0 0 2 3 % App Total 0.0%0.0%0.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 .375 PM PEAK HOUR Mission Rd Southbound Chestnut Ave Westbound Mission Rd Northbound Chestnut Ave Eastbound Chestnut Ave Eastbound AM PEAK HOUR Mission Rd Southbound Chestnut Ave Westbound Mission Rd Northbound Chestnut Ave Eastbound Nothing On Bank 2 Mission Rd Southbound Chestnut Ave Westbound Mission Rd Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-009 Mission Rd & Chestnut Ave Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 3 124 0 0 127 56 0 4 1 61 0 36 11 0 47 0 0 0 0 0 235 1 7:15 10 197 0 0 207 59 0 6 0 65 0 52 14 0 66 0 0 0 0 0 338 0 7:30 14 235 0 0 249 46 0 4 0 50 0 73 13 0 86 0 0 0 0 0 385 0 7:45 16 295 0 0 311 41 0 4 0 45 0 78 19 0 97 0 0 0 0 0 453 0 Total43 851 0 0 894 202 0 18 1 221 0 239 57 0 296 0 0 0 0 0 1411 1 8:00 13 247 0 0 260 54 0 10 0 64 0 95 29 0 124 0 0 0 0 0 448 0 8:15 9 196 0 0 205 36 0 12 0 48 0 106 24 0 130 0 0 0 0 0 383 0 8:30 14 246 0 0 260 25 0 3 0 28 0 185 9 0 194 0 0 0 0 0 482 0 8:45 8 220 0 1 229 43 0 8 0 51 0 236 6 0 242 0 0 0 0 0 522 1 Total44 909 0 1 954 158 0 33 0 191 0 622 68 0 690 0 0 0 0 0 1835 1 16:00 12 86 0 2 100 33 0 13 0 46 0 139 48 0 187 0 0 0 0 0 333 2 16:15 10 98 0 0 108 28 0 11 0 39 0 160 43 0 203 0 0 0 0 0 350 0 16:30 9 95 0 2 106 22 0 16 0 38 0 161 34 1 196 0 0 0 0 0 340 3 16:45 9 106 0 2 117 14 0 13 0 27 0 191 37 0 228 0 0 0 0 0 372 2 Total40 385 0 6 431 97 0 53 0 150 0 651 162 1 814 0 0 0 0 0 1395 7 17:00 6 141 0 2 149 30 0 12 0 42 0 189 40 0 229 0 0 0 0 0 420 2 17:15 14 119 0 0 133 28 0 15 0 43 0 223 42 0 265 0 0 0 0 0 441 0 17:30 9 88 0 0 97 23 0 20 0 43 0 228 45 0 273 0 0 0 0 0 413 0 17:45 12 107 0 0 119 27 0 15 0 42 0 253 42 0 295 0 0 0 0 0 456 0 Total41 455 0 2 498 108 0 62 0 170 0 893 169 0 1062 0 0 0 0 0 1730 2 Grand Total168 2600 0 9 2777 565 0 166 1 732 0 2405 456 1 2862 0 0 0 0 0 6371 11 Apprch %6.0%93.6%0.0%0.3%77.2%0.0%22.7%0.1%0.0%84.0%15.9%0.0%0.0%0.0%0.0%0.0% Total %2.6%40.8%0.0%0.1%43.6%8.9%0.0%2.6%0.0%11.5%0.0%37.7%7.2%0.0%44.9%0.0%0.0%0.0%0.0%0.0%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 08:00 to 09:00 Peak Hour For Entire Intersection Begins at 08:00 8:00 13 247 0 0 260 54 0 10 0 64 0 95 29 0 124 0 0 0 0 0 448 8:15 9 196 0 0 205 36 0 12 0 48 0 106 24 0 130 0 0 0 0 0 383 8:30 14 246 0 0 260 25 0 3 0 28 0 185 9 0 194 0 0 0 0 0 482 8:45 8 220 0 1 229 43 0 8 0 51 0 236 6 0 242 0 0 0 0 0 522 Total Volume 44 909 0 1 954 158 0 33 0 191 0 622 68 0 690 0 0 0 0 0 1835 % App Total 4.6%95.3%0.0%0.1%82.7%0.0%17.3%0.0%0.0%90.1%9.9%0.0%0.0%0.0%0.0%0.0% PHF.786 .920 .000 .250 .917 .731 .000 .688 .000 .746 .000 .659 .586 .000 .713 .000 .000 .000 .000 .000 .879 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 6 141 0 2 149 30 0 12 0 42 0 189 40 0 229 0 0 0 0 0 420 17:15 14 119 0 0 133 28 0 15 0 43 0 223 42 0 265 0 0 0 0 0 441 17:30 9 88 0 0 97 23 0 20 0 43 0 228 45 0 273 0 0 0 0 0 413 17:45 12 107 0 0 119 27 0 15 0 42 0 253 42 0 295 0 0 0 0 0 456 Total Volume 41 455 0 2 498 108 0 62 0 170 0 893 169 0 1062 0 0 0 0 0 1730 % App Total 8.2%91.4%0.0%0.4%63.5%0.0%36.5%0.0%0.0%84.1%15.9%0.0%0.0%0.0%0.0%0.0% PHF.732 .807 .000 .250 .836 .900 .000 .775 .000 .988 .000 .882 .939 .000 .900 .000 .000 .000 .000 .000 .948 Arroyo Dr Westbound Junipero Serra Blvd Southbound PM PEAK HOUR Junipero Serra Blvd Northbound Arroyo Dr Westbound 16-7607-010 Junipero Serra Blvd & Arroyo Dr Unshifted Count = All Vehicles & Uturns Arroyo Dr Eastbound Nothing On Bank 2 Arroyo Dr Eastbound Arroyo Dr Westbound AM PEAK HOUR Junipero Serra Blvd Northbound Junipero Serra Blvd Southbound 9/13/2016 Junipero Serra Blvd Southbound Arroyo Dr Eastbound Junipero Serra Blvd Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 16:45 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 2 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 2 Grand Total 0 1 0 2 1 0 0 0 1 0 0 1 0 1 1 0 0 0 0 0 2 4 Apprch %0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0% Total %0.0%50.0%0.0%50.0%0.0%0.0%0.0%0.0%0.0%50.0%0.0%50.0%0.0%0.0%0.0%0.0%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 08:00 to 09:00 Peak Hour For Entire Intersection Begins at 08:00 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 PM PEAK HOUR Junipero Serra Blvd Southbound Arroyo Dr Westbound Junipero Serra Blvd Northbound Arroyo Dr Eastbound Arroyo Dr Eastbound AM PEAK HOUR Junipero Serra Blvd Southbound Arroyo Dr Westbound Junipero Serra Blvd Northbound Arroyo Dr Eastbound Nothing On Bank 2 Junipero Serra Blvd Southbound Arroyo Dr Westbound Junipero Serra Blvd Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-010 Junipero Serra Blvd & Arroyo Dr Bikes & Peds On Bank 1 File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 64 0 37 0 101 0 99 0 0 99 0 0 0 0 0 0 256 238 0 494 694 0 7:15 46 0 26 0 72 0 127 0 0 127 0 0 0 0 0 0 334 315 0 649 848 0 7:30 50 0 29 0 79 0 183 0 0 183 0 0 0 0 0 0 388 274 0 662 924 0 7:45 60 0 48 0 108 0 311 0 0 311 0 0 0 0 0 0 422 290 0 712 1131 0 Total220 0 140 0 360 0 720 0 0 720 0 0 0 0 0 0 1400 1117 0 2517 3597 0 8:00 69 0 56 0 125 0 295 0 0 295 0 0 0 0 0 0 390 293 0 683 1103 0 8:15 83 0 52 0 135 0 224 0 0 224 0 0 0 0 0 0 374 287 0 661 1020 0 8:30 76 0 40 0 116 0 193 0 0 193 0 0 0 0 0 0 282 251 0 533 842 0 8:45 81 0 34 0 115 0 179 0 0 179 0 0 0 0 0 0 304 205 0 509 803 0 Total309 0 182 0 491 0 891 0 0 891 0 0 0 0 0 0 1350 1036 0 2386 3768 0 16:00 141 0 130 0 271 0 339 0 0 339 0 0 0 0 0 0 218 136 0 354 964 0 16:15 145 0 130 0 275 0 327 0 0 327 0 0 0 0 0 0 196 145 0 341 943 0 16:30 152 0 139 0 291 0 349 0 0 349 0 0 0 0 0 0 219 175 0 394 1034 0 16:45 130 0 145 0 275 0 393 0 0 393 0 0 0 0 0 0 218 137 0 355 1023 0 Total568 0 544 0 1112 0 1408 0 0 1408 0 0 0 0 0 0 851 593 0 1444 3964 0 17:00 154 0 176 0 330 0 399 0 0 399 0 0 0 0 0 0 199 128 0 327 1056 0 17:15 147 0 153 0 300 0 413 0 0 413 0 0 0 0 0 0 226 126 0 352 1065 0 17:30 132 0 187 0 319 0 422 0 0 422 0 0 0 0 0 0 207 161 0 368 1109 0 17:45 162 0 194 0 356 0 382 0 0 382 0 0 0 0 0 0 222 151 0 373 1111 0 Total595 0 710 0 1305 0 1616 0 0 1616 0 0 0 0 0 0 854 566 0 1420 4341 0 Grand Total1692 0 1576 0 3268 0 4635 0 0 4635 0 0 0 0 0 0 4455 3312 0 7767 15670 0 Apprch %51.8%0.0%48.2%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%57.4%42.6%0.0% Total %10.8%0.0%10.1%0.0%20.9%0.0%29.6%0.0%0.0%29.6%0.0%0.0%0.0%0.0%0.0%0.0%28.4%21.1%0.0%49.6%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 50 0 29 0 79 0 183 0 0 183 0 0 0 0 0 0 388 274 0 662 924 7:45 60 0 48 0 108 0 311 0 0 311 0 0 0 0 0 0 422 290 0 712 1131 8:00 69 0 56 0 125 0 295 0 0 295 0 0 0 0 0 0 390 293 0 683 1103 8:15 83 0 52 0 135 0 224 0 0 224 0 0 0 0 0 0 374 287 0 661 1020 Total Volume 262 0 185 0 447 0 1013 0 0 1013 0 0 0 0 0 0 1574 1144 0 2718 4178 % App Total 58.6%0.0%41.4%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%57.9%42.1%0.0% PHF.789 .000 .826 .000 .828 .000 .814 .000 .000 .814 .000 .000 .000 .000 .000 .000 .932 .976 .000 .954 .924 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 154 0 176 0 330 0 399 0 0 399 0 0 0 0 0 0 199 128 0 327 1056 17:15 147 0 153 0 300 0 413 0 0 413 0 0 0 0 0 0 226 126 0 352 1065 17:30 132 0 187 0 319 0 422 0 0 422 0 0 0 0 0 0 207 161 0 368 1109 17:45 162 0 194 0 356 0 382 0 0 382 0 0 0 0 0 0 222 151 0 373 1111 Total Volume 595 0 710 0 1305 0 1616 0 0 1616 0 0 0 0 0 0 854 566 0 1420 4341 % App Total 45.6%0.0%54.4%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%60.1%39.9%0.0% PHF.918 .000 .915 .000 .916 .000 .957 .000 .000 .957 .000 .000 .000 .000 .000 .000 .945 .879 .000 .952 .977 ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com 16-7607-011 I-280 SB Off Ramp & Westborough Blvd Unshifted Count = All Vehicles & Uturns Westborough Blvd Eastbound Nothing On Bank 2 Westborough Blvd Eastbound Westborough Blvd Westbound AM PEAK HOUR I-280 SB Off Ramp Northbound I-280 SB Off Ramp Southbound 9/13/2016 I-280 SB Off Ramp Southbound Westborough Blvd Eastbound I-280 SB Off Ramp Northbound Westborough Blvd Westbound I-280 SB Off Ramp Southbound PM PEAK HOUR I-280 SB Off Ramp Northbound Westborough Blvd Westbound File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 Total 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 8:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 2 17:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Grand Total 0 0 0 4 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 4 Apprch %0.0%0.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% Total %0.0%0.0%0.0%0.0%0.0%50.0%0.0%50.0%0.0%0.0%0.0%0.0%0.0%50.0%0.0%50.0%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 2 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 % App Total 0.0%0.0%0.0%0.0%100.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .500 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-011 I-280 SB Off Ramp & Westborough Blvd Bikes & Peds On Bank 1 Nothing On Bank 2 I-280 SB Off Ramp Southbound Westborough Blvd Westbound I-280 SB Off Ramp Northbound Bank 1 Count = Bikes & Peds Westborough Blvd Eastbound AM PEAK HOUR I-280 SB Off Ramp Southbound Westborough Blvd Westbound I-280 SB Off Ramp Northbound Westborough Blvd Eastbound PM PEAK HOUR I-280 SB Off Ramp Southbound Westborough Blvd Westbound I-280 SB Off Ramp Northbound Westborough Blvd Eastbound File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 32 92 15 0 139 28 110 7 0 145 91 26 25 0 142 10 166 12 0 188 614 0 7:15 44 142 15 0 201 40 140 9 0 189 117 44 43 0 204 14 182 24 0 220 814 0 7:30 62 158 22 0 242 37 199 13 0 249 136 53 51 0 240 19 243 31 2 295 1026 2 7:45 93 181 32 1 307 41 297 14 0 352 140 61 62 0 263 22 293 48 4 367 1289 5 Total231 573 84 1 889 146 746 43 0 935 484 184 181 0 849 65 884 115 6 1070 3743 7 8:00 71 174 28 0 273 38 239 29 0 306 154 71 85 0 310 24 263 42 6 335 1224 6 8:15 51 144 23 1 219 30 201 27 0 258 123 76 57 0 256 27 271 39 4 341 1074 5 8:30 62 163 20 0 245 25 134 35 0 194 107 130 39 0 276 30 218 37 3 288 1003 3 8:45 56 161 27 0 244 24 102 21 0 147 87 170 33 0 290 45 239 37 1 322 1003 1 Total240 642 98 1 981 117 676 112 0 905 471 447 214 0 1132 126 991 155 14 1286 4304 15 16:00 23 53 30 0 106 32 193 34 0 259 194 111 53 1 359 38 213 38 4 293 1017 5 16:15 29 55 29 0 113 35 189 41 0 265 196 130 63 0 389 31 220 31 1 283 1050 1 16:30 30 56 25 0 111 42 231 38 0 311 205 118 54 0 377 41 204 45 6 296 1095 6 16:45 35 59 25 0 119 42 222 42 1 307 230 151 55 2 438 34 196 46 4 280 1144 7 Total117 223 109 0 449 151 835 155 1 1142 825 510 225 3 1563 144 833 160 15 1152 4306 19 17:00 50 75 33 0 158 49 219 47 5 320 224 144 60 0 428 37 203 51 1 292 1198 6 17:15 24 62 32 0 118 61 247 64 0 372 233 169 46 0 448 35 206 52 4 297 1235 4 17:30 30 47 20 0 97 42 242 49 1 334 224 184 47 1 456 40 220 50 5 315 1202 7 17:45 38 57 36 0 131 45 220 58 0 323 211 186 43 1 441 46 205 50 1 302 1197 2 Total142 241 121 0 504 197 928 218 6 1349 892 683 196 2 1773 158 834 203 11 1206 4832 19 Grand Total730 1679 412 2 2823 611 3185 528 7 4331 2672 1824 816 5 5317 493 3542 633 46 4714 17185 60 Apprch %25.9%59.5%14.6%0.1%14.1%73.5%12.2%0.2%50.3%34.3%15.3%0.1%10.5%75.1%13.4%1.0% Total %4.2%9.8%2.4%0.0%16.4%3.6%18.5%3.1%0.0%25.2%15.5%10.6%4.7%0.0%30.9%2.9%20.6%3.7%0.3%27.4%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 62 158 22 0 242 37 199 13 0 249 136 53 51 0 240 19 243 31 2 295 1026 7:45 93 181 32 1 307 41 297 14 0 352 140 61 62 0 263 22 293 48 4 367 1289 8:00 71 174 28 0 273 38 239 29 0 306 154 71 85 0 310 24 263 42 6 335 1224 8:15 51 144 23 1 219 30 201 27 0 258 123 76 57 0 256 27 271 39 4 341 1074 Total Volume 277 657 105 2 1041 146 936 83 0 1165 553 261 255 0 1069 92 1070 160 16 1338 4613 % App Total 26.6%63.1%10.1%0.2%12.5%80.3%7.1%0.0%51.7%24.4%23.9%0.0%6.9%80.0%12.0%1.2% PHF.745 .907 .820 .500 .848 .890 .788 .716 .000 .827 .898 .859 .750 .000 .862 .852 .913 .833 .667 .911 .895 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 50 75 33 0 158 49 219 47 5 320 224 144 60 0 428 37 203 51 1 292 1198 17:15 24 62 32 0 118 61 247 64 0 372 233 169 46 0 448 35 206 52 4 297 1235 17:30 30 47 20 0 97 42 242 49 1 334 224 184 47 1 456 40 220 50 5 315 1202 17:45 38 57 36 0 131 45 220 58 0 323 211 186 43 1 441 46 205 50 1 302 1197 Total Volume 142 241 121 0 504 197 928 218 6 1349 892 683 196 2 1773 158 834 203 11 1206 4832 % App Total 28.2%47.8%24.0%0.0%14.6%68.8%16.2%0.4%50.3%38.5%11.1%0.1%13.1%69.2%16.8%0.9% PHF.710 .803 .840 .000 .797 .807 .939 .852 .300 .907 .957 .918 .817 .500 .972 .859 .948 .976 .550 .957 .978 ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com 16-7607-012 I-280 NB On Ramp/Junipero Serra Blvd & Westborough Blvd Unshifted Count = All Vehicles & Uturns Westborough Blvd Eastbound Nothing On Bank 2 Westborough Blvd Eastbound Westborough Blvd Westbound AM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Northbound I-280 SB Off Ramp/Junipero Serra Blvd Southbound 9/13/2016 I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Eastbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Southbound PM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Westbound File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 8:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 0 17:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Grand Total 0 0 0 1 0 0 1 0 1 1 1 0 0 0 1 0 1 0 0 1 3 2 Apprch %0.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%0.0%100.0%0.0% Total %0.0%0.0%0.0%0.0%0.0%33.3%0.0%33.3%33.3%0.0%0.0%33.3%0.0%33.3%0.0%33.3%100.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 07:30 to 08:30 Peak Hour For Entire Intersection Begins at 07:30 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 3 % App Total 0.0%0.0%0.0%0.0%100.0%0.0%100.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .250 .000 .250 .000 .250 .750 START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 17:00 to 18:00 Peak Hour For Entire Intersection Begins at 17:00 17:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-012 I-280 SB Off Ramp/Junipero Serra Blvd & Westborough Blvd Bikes & Peds On Bank 1 Nothing On Bank 2 I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound Bank 1 Count = Bikes & Peds Westborough Blvd Eastbound AM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Eastbound PM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Eastbound File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 120 0 120 120 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174 0 174 174 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 125 0 125 125 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 0 131 131 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 550 0 550 550 0 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123 0 123 123 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123 0 123 123 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 77 0 77 77 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 56 56 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 379 0 379 379 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 64 64 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 57 0 57 57 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 70 70 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 71 71 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 262 0 262 262 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 58 58 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 0 73 73 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 0 45 45 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67 0 67 67 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 243 0 243 243 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1434 0 1434 1434 0 Apprch %0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% Total %0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0%100.0%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:15 to 08:15 Peak Hour For Entire Intersection Begins at 07:15 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174 0 174 174 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 125 0 125 125 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 0 131 131 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123 0 123 123 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 553 0 553 553 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .795 .000 .795 .795 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 16:30 to 17:30 Peak Hour For Entire Intersection Begins at 16:30 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 70 70 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 71 71 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 58 58 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 0 73 73 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 272 0 272 272 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .932 .000 .932 .932 Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Southbound PM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Westbound 16-7607-112 I-280 NB On Ramp/Junipero Serra Blvd & Westborough Blvd Unshifted Count = All Vehicles & Uturns Westborough Blvd Eastbound Nothing On Bank 2 Westborough Blvd Eastbound Westborough Blvd Westbound AM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Northbound I-280 SB Off Ramp/Junipero Serra Blvd Southbound 9/13/2016 I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Eastbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Uturns Total 7:00 0 0 34 0 34 0 0 74 0 74 0 45 0 0 45 0 0 0 0 0 153 0 7:15 0 0 53 0 53 0 0 91 0 91 0 62 0 0 62 0 0 0 0 0 206 0 7:30 0 0 41 0 41 0 0 100 0 100 0 69 0 0 69 1 0 0 0 1 211 0 7:45 0 0 22 0 22 0 0 107 0 107 0 48 0 0 48 2 0 0 0 2 179 0 Total 0 0 150 0 150 0 0 372 0 372 0 224 0 0 224 3 0 0 0 3 749 0 8:00 0 0 29 0 29 0 0 76 0 76 0 50 0 0 50 2 0 0 0 2 157 0 8:15 0 0 22 0 22 0 0 84 0 84 0 49 0 0 49 2 0 0 0 2 157 0 8:30 0 0 25 0 25 0 0 44 0 44 0 22 0 0 22 3 0 0 0 3 94 0 8:45 0 0 8 0 8 0 0 35 0 35 0 9 0 0 9 1 0 0 0 1 53 0 Total 0 0 84 0 84 0 0 239 0 239 0 130 0 0 130 8 0 0 0 8 461 0 16:00 0 0 14 0 14 0 0 68 0 68 0 20 0 0 20 3 0 0 0 3 105 0 16:15 0 0 16 0 16 0 0 63 0 63 0 24 0 0 24 0 0 0 0 0 103 0 16:30 0 0 3 0 3 0 0 80 0 80 0 23 0 0 23 2 0 0 0 2 108 0 16:45 0 0 7 0 7 0 0 69 0 69 0 18 0 0 18 1 0 0 0 1 95 0 Total 0 0 40 0 40 0 0 280 0 280 0 85 0 0 85 6 0 0 0 6 411 0 17:00 0 0 14 0 14 0 0 67 0 67 0 19 0 0 19 1 0 0 0 1 101 0 17:15 0 0 18 0 18 0 0 72 0 72 0 28 0 0 28 1 0 0 0 1 119 0 17:30 0 0 16 0 16 0 0 57 0 57 0 32 0 0 32 3 0 0 0 3 108 0 17:45 0 0 13 0 13 0 0 46 0 46 0 23 0 0 23 0 0 0 0 0 82 0 Total 0 0 61 0 61 0 0 242 0 242 0 102 0 0 102 5 0 0 0 5 410 0 Grand Total 0 0 335 0 335 0 0 1133 0 1133 0 541 0 0 541 22 0 0 0 22 2031 0 Apprch %0.0%0.0%100.0%0.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%0.0%0.0% Total %0.0%0.0%16.5%0.0%16.5%0.0%0.0%55.8%0.0%55.8%0.0%26.6%0.0%0.0%26.6%1.1%0.0%0.0%0.0%1.1%100.0% START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 07:15 to 08:15 Peak Hour For Entire Intersection Begins at 07:15 7:15 0 0 53 0 53 0 0 91 0 91 0 62 0 0 62 0 0 0 0 0 206 7:30 0 0 41 0 41 0 0 100 0 100 0 69 0 0 69 1 0 0 0 1 211 7:45 0 0 22 0 22 0 0 107 0 107 0 48 0 0 48 2 0 0 0 2 179 8:00 0 0 29 0 29 0 0 76 0 76 0 50 0 0 50 2 0 0 0 2 157 Total Volume 0 0 145 0 145 0 0 374 0 374 0 229 0 0 229 5 0 0 0 5 753 % App Total 0.0%0.0%100.0%0.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%0.0%0.0% PHF.000 .000 .684 .000 .684 .000 .000 .874 .000 .874 .000 .830 .000 .000 .830 .625 .000 .000 .000 .625 .892 START TIME LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL LEFT THRURIGHT UTURNS APP.TOTAL Total Peak Hour Analysis From 16:30 to 17:30 Peak Hour For Entire Intersection Begins at 16:30 16:30 0 0 3 0 3 0 0 80 0 80 0 23 0 0 23 2 0 0 0 2 108 16:45 0 0 7 0 7 0 0 69 0 69 0 18 0 0 18 1 0 0 0 1 95 17:00 0 0 14 0 14 0 0 67 0 67 0 19 0 0 19 1 0 0 0 1 101 17:15 0 0 18 0 18 0 0 72 0 72 0 28 0 0 28 1 0 0 0 1 119 Total Volume 0 0 42 0 42 0 0 288 0 288 0 88 0 0 88 5 0 0 0 5 423 % App Total 0.0%0.0%100.0%0.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%0.0%100.0%0.0%0.0%0.0% PHF.000 .000 .583 .000 .583 .000 .000 .900 .000 .900 .000 .786 .000 .000 .786 .625 .000 .000 .000 .625 .889 Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Southbound PM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Westbound 16-7607-212 I-280 NB On Ramp/Junipero Serra Blvd & Westborough Blvd Unshifted Count = All Vehicles & Uturns Westborough Blvd Eastbound Nothing On Bank 2 Westborough Blvd Eastbound Westborough Blvd Westbound AM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Northbound I-280 SB Off Ramp/Junipero Serra Blvd Southbound 9/13/2016 I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Eastbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound ALL TRAFFIC DATA City of South San Francisco All Vehicles & Uturns On Unshifted Bikes & Peds On Bank 1 (916) 771-8700 orders@atdtraffic.com File Name : Date : START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peds Total 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 Apprch %0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Total %0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% START TIME LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL LEFT THRURIGHT PEDS APP.TOTAL Total Peak Hour Analysis From 16:30 to 17:30 Peak Hour For Entire Intersection Begins at 16:30 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 % App Total 0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% PHF.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 PM PEAK HOUR I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound Westborough Blvd Eastbound Westborough Blvd Eastbound Nothing On Bank 2 I-280 SB Off Ramp/Junipero Serra Blvd Southbound Westborough Blvd Westbound I-280 SB Off Ramp/Junipero Serra Blvd Northbound Bank 1 Count = Bikes & Peds 9/13/2016 ALL TRAFFIC DATA City of South San Francisco (916) 771-8700 All Vehicles & Uturns On Unshifted orders@atdtraffic.com 16-7607-212 I-280 SB Off Ramp/Junipero Serra Blvd & Westborough Blvd Bikes & Peds On Bank 1 Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Trip Generation Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)380 Avg 6.65 0.51 0.62 2528 194 236 39 155 153 83 230 Residential Condominium/Townhouse Dwelling Unit(s)39 Avg 5.81 0.44 0.52 228 17 20 3 14 13 7 Totals2756 211 256 42 169 166 90 Trip Rates ECR Chestnut - Block A Total Trips 1 4/20/2017 9:25 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)43 Avg 6.65 0.51 0.62 286 22 27 4 18 18 9 Totals 286 22 27 4 18 18 9 ECR Chestnut - Block B Total TripsTrip Rates 1 4/20/2017 9:25 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)75 Avg 6.65 0.51 0.62 500 38 47 8 30 31 16 230 Residential Condominium/Townhouse Dwelling Unit(s)19 Avg 5.81 0.44 0.52 112 8 10 1 7 7 3 820 Shopping Center 1,000 Sq Ft GLA 11.5 Avg 42.70 0.96 3.71 492 11 43 7 4 21 22 Totals1104 57 100 16 41 59 41 ECR Chestnut - Block C Trip Rates Total Trips 2 4/20/2017 9:25 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out Totals 0 0 0 0 0 0 0 ECR Chestnut - Block D Total TripsTrip Rates 1 4/20/2017 9:26 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 710 General Office Building (1)1,000 Sq Ft 44.5 Avg 11.03 1.56 1.49 492 69 66 61 8 11 55 820 Shopping Center 1,000 Sq Ft GLA -24.26 Avg 42.70 0.96 3.71 -1036 -23 -90 -14 -9 -43 -47 Totals-544 46 -24 47 -1 -32 8 ECR Chestnut - Block E Trip Rates Total Trips 2 4/20/2017 9:26 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 590 Library 1,000 Sq Ft 50 Avg 56.24 1.04 7.30 2812 52 365 37 15 175 190 Totals2812 52 365 37 15 175 190 ECR Chestnut - Block F Total TripsTrip Rates 1 4/20/2017 9:26 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 435 Multipurpose Recreational Facility Acre(s)43.5 Avg 90.38 1.92 5.77 3932 84 251 0 84 0 251 Totals3932 84 251 0 84 0 251 ECR Chestnut - Block G Trip Rates Total Trips 2 4/20/2017 9:26 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)194 Avg 6.65 0.51 0.62 1292 99 120 20 79 78 42 230 Residential Condominium/Townhouse Dwelling Unit(s)29 Avg 5.81 0.44 0.52 170 13 15 2 11 10 5 820 Shopping Center 1,000 Sq Ft GLA -8.53 Avg 42.70 0.96 3.71 -366 -8 -32 -5 -3 -15 -17 Totals1096 104 103 17 87 73 30 ECR Chestnut - Block H Total TripsTrip Rates 1 4/20/2017 9:27 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)102 Avg 6.65 0.51 0.62 680 52 63 10 42 41 22 Totals 680 52 63 10 42 41 22 ECR Chestnut - Block I Trip Rates Total Trips 2 4/20/2017 9:27 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)36 Avg 6.65 0.51 0.62 240 18 22 4 14 14 8 230 Residential Condominium/Townhouse Dwelling Unit(s)9 Avg 5.81 0.44 0.52 54 4 5 1 3 3 2 Totals 294 22 27 5 17 17 10 ECR Chestnut - Block J Trip Rates Total Trips 3 4/20/2017 9:27 AM Planner Sheet Trip Generation Planner (ITE 9th Edition) Weekday Trip Generation Project Name Trips Based on Average Rates/Equations Project Number ITE Code Land Use Description Independent Variable No. of Units Avg Rate or Eq Daily Rate AM Rate PM Rate Daily Trips AM Trips PM Trips AM Trips In AM Trips Out PM Trips In PM Trips Out 220 Apartment Dwelling Unit(s)305 Avg 6.65 0.51 0.62 2030 156 189 31 125 123 66 820 Shopping Center 1,000 Sq Ft GLA 61.7 Avg 42.70 0.96 3.71 2636 59 229 37 22 110 119 Totals4666 215 418 68 147 233 185 Trip Rates ECR Chestnut - Outside Focus Area Total Trips 1 4/20/2017 9:28 AM Planner Sheet Project Name:Organization: Project Location:Performed By: Scenario Description:Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 0 Retail 820 12 1,000 sf GFA 11 7 4 Restaurant 0 Cinema/Entertainment 0 Residential 220, 230 137 DU 68 13 55 Hotel 0 All Other Land Uses2 0 79 20 59 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office Retail 1.00 0%0%1.00 0%0% Restaurant Cinema/Entertainment Residential 1.00 0%0%1.00 0%0% Hotel All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 0 0 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 1 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 79 20 59 Office N/A N/A Internal Capture Percentage 3%5%2%Retail 14%0% Restaurant N/A N/A External Vehicle-Trips5 77 19 58 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 0%2% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A NCHRP 684 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only) 0 0 0 Estimated Vehicle-Trips3Land Use South SF Chestnut & El Camino Specific Plan Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual). 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. South San Francisco, CA AM Street Peak Hour Kimley Horn and Assoiciates 2016 Project Name: Analysis Period: Veh. Occ.Vehicle-Trips Person-Trips*Veh. Occ.Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0 Retail 1.00 7 7 1.00 4 4 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 13 13 1.00 55 55 Hotel 1.00 0 0 1.00 0 0 Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 1 1 1 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 1 1 11 0 Hotel 0 0 0 0 Office Retail Restaurant Residential Hotel Office 2 0 0 0 Retail 0 0 0 0 Restaurant 0 1 1 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 1 0 0 Hotel 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 1 6 7 6 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 13 13 13 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 0 4 4 4 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 1 54 55 54 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 0 *Indicates computation that has been rounded to the nearest whole number. 0 0 0 0 0 Destination (To) Cinema/Entertainment 0 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Destination Land Use Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* External Trips by Mode* 1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 2Person-Trips Person-Trip Estimates South SF Chestnut & El Camino Specific Plan AM Street Peak Hour Table 9-A (D): Internal and External Trips Summary (Entering Trips) Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From)Destination (To) Cinema/Entertainment Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (O): Exiting Trips 0 0 0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) Land Use Table 7-A (D): Entering Trips Project Name:Organization: Project Location:Performed By: Scenario Description:Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 0 Retail 820 12 1,000 sf GFA 43 21 22 Restaurant 0 Cinema/Entertainment 0 Residential 220, 230 137 DU 84 56 28 Hotel 0 All Other Land Uses2 0 127 77 50 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office Retail 1.00 0%0%1.00 0%0% Restaurant Cinema/Entertainment Residential 1.00 0%0%1.00 0%0% Hotel All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail 500 Restaurant Cinema/Entertainment Residential 500 Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 0 6 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 2 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 127 77 50 Office N/A N/A Internal Capture Percentage 13%10%16%Retail 10%27% Restaurant N/A N/A External Vehicle-Trips5 111 69 42 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 11%7% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 2016 PM Street Peak Hour Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only)Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips NCHRP 684 Internal Trip Capture Estimation Tool South SF Chestnut & El Camino Specific Plan Kimley Horn and Assoiciates South San Francisco, CA Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)Destination (To) Cinema/Entertainment Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment 0 0 0 0 0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6Person-Trips 1Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual). 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. Project Name: Analysis Period: Veh. Occ.Vehicle-Trips Person-Trips*Veh. Occ.Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0 Retail 1.00 21 21 1.00 22 22 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 56 56 1.00 28 28 Hotel 1.00 0 0 1.00 0 0 Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 6 6 1 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 1 11 6 1 Hotel 0 0 0 0 Office Retail Restaurant Residential Hotel Office 2 0 2 0 Retail 0 0 26 0 Restaurant 0 11 9 0 Cinema/Entertainment 0 1 0 2 0 Residential 0 2 0 0 Hotel 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 2 19 21 19 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 6 50 56 50 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 6 16 22 16 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 2 26 28 26 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 *Indicates computation that has been rounded to the nearest whole number. South SF Chestnut & El Camino Specific Plan PM Street Peak Hour Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From)Destination (To) Destination (To) Cinema/Entertainment Cinema/Entertainment 0 1 1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P 2Person-Trips 0 0 Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* Person-Trip Estimates External Trips by Mode* 0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) 0 0 0 0 0 Project Name:Organization: Project Location:Performed By: Scenario Description:Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 0 Retail 820 62 1,000 sf GFA 62 38 24 Restaurant 0 Cinema/Entertainment 0 Residential 220 305 DU 156 31 125 Hotel 0 All Other Land Uses2 0 218 69 149 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office Retail 1.00 0%0%1.00 0%0% Restaurant Cinema/Entertainment Residential 1.00 0%0%1.00 0%0% Hotel All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 0 1 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 1 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 218 69 149 Office N/A N/A Internal Capture Percentage 2%3%1%Retail 3%4% Restaurant N/A N/A External Vehicle-Trips5 214 67 147 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 3%1% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A South San Francisco, CA AM Street Peak Hour Kimley Horn and Assoiciates 2016 Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual). 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 684 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only) 0 0 0 Estimated Vehicle-Trips3Land Use South SF Chestnut & El Camino Specific Plan Project Name: Analysis Period: Veh. Occ.Vehicle-Trips Person-Trips*Veh. Occ.Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0 Retail 1.00 38 38 1.00 24 24 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 31 31 1.00 125 125 Hotel 1.00 0 0 1.00 0 0 Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 7 3 3 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 3 1 25 0 Hotel 0 0 0 0 Office Retail Restaurant Residential Hotel Office 12 0 0 0 Retail 0 0 1 0 Restaurant 0 3 2 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 6 0 0 Hotel 0 2 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 1 37 38 37 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 1 30 31 30 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 1 23 24 23 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 1 124 125 124 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Land Use Table 7-A (D): Entering Trips 2Person-Trips Person-Trip Estimates South SF Chestnut & El Camino Specific Plan AM Street Peak Hour Table 9-A (D): Internal and External Trips Summary (Entering Trips) Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From)Destination (To) Cinema/Entertainment Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (O): Exiting Trips 0 0 0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) Origin Land Use Person-Trip Estimates External Trips by Mode* External Trips by Mode* 1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 0 *Indicates computation that has been rounded to the nearest whole number. 0 0 0 0 0 Destination (To) Cinema/Entertainment 0 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Destination Land Use Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Project Name:Organization: Project Location:Performed By: Scenario Description:Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 0 Retail 820 62 1,000 sf GFA 230 113 117 Restaurant 0 Cinema/Entertainment 0 Residential 220 305 DU 189 123 66 Hotel 0 All Other Land Uses2 0 419 236 183 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office Retail 1.00 0%0%1.00 0%0% Restaurant Cinema/Entertainment Residential 1.00 0%0%1.00 0%0% Hotel All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail 500 Restaurant Cinema/Entertainment Residential 500 Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 0 30 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 10 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 419 236 183 Office N/A N/A Internal Capture Percentage 19%17%22%Retail 9%26% Restaurant N/A N/A External Vehicle-Trips5 339 196 143 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 24%15% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A 1Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual). 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6Person-Trips 0 0 0 0 Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment 0 Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)Destination (To) Cinema/Entertainment NCHRP 684 Internal Trip Capture Estimation Tool South SF Chestnut & El Camino Specific Plan Kimley Horn and Assoiciates South San Francisco, CA *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 2016 PM Street Peak Hour Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only)Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Project Name: Analysis Period: Veh. Occ.Vehicle-Trips Person-Trips*Veh. Occ.Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0 Retail 1.00 113 113 1.00 117 117 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 123 123 1.00 66 66 Hotel 1.00 0 0 1.00 0 0 Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 2 34 30 6 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 3 25 14 2 Hotel 0 0 0 0 Office Retail Restaurant Residential Hotel Office 9 0 5 0 Retail 0 0 57 0 Restaurant 0 57 20 0 Cinema/Entertainment 0 5 0 5 0 Residential 0 10 0 0 Hotel 0 2 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 10 103 113 103 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 30 93 123 93 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 30 87 117 87 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 10 56 66 56 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 0 0 0 0 0 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* Person-Trip Estimates External Trips by Mode* 0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) 2Person-Trips 0 0 Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use *Indicates computation that has been rounded to the nearest whole number. South SF Chestnut & El Camino Specific Plan PM Street Peak Hour Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From)Destination (To) Destination (To) Cinema/Entertainment Cinema/Entertainment 0 5 1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Existing (2016) Traffic Conditions Analysis Existing AM Wed Feb 22, 2017 16:56:00 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Existing AM Command: Existing AM Volume: Existing AM Geometry: Existing AM Impact Fee: Default Impact Fee Trip Generation: None Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Existing AM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd D 53.4 0.864 D 53.4 0.864 + 0.000 D/V # 2 El Camino Real / McLellan Dr C 31.8 0.753 C 31.8 0.753 + 0.000 D/V # 3 El Camino Real / Arroyo Dr C 25.5 0.447 C 25.5 0.447 + 0.000 D/V # 4 El Camino Real / Chestnut Ave E 56.7 0.894 E 56.7 0.894 + 0.000 D/V # 5 El Camino Real / W. Orange Ave D 36.8 0.735 D 36.8 0.735 + 0.000 D/V # 6 Mission Rd / Grand Ave B 12.9 0.481 B 12.9 0.481 + 0.000 V/C # 7 Grand Ave / Chestnut Ave C 32.2 0.661 C 32.2 0.661 + 0.000 D/V # 8 Mission Rd / Oak Ave B 14.9 0.231 B 14.9 0.231 + 0.000 D/V # 9 Mission Rd / Chestnut Ave C 26.7 0.615 C 26.7 0.615 + 0.000 D/V # 10 Juniperro Serra Blvd / Arroyo F 99.7 0.920 F 99.7 0.920 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B A 5.3 0.635 A 5.3 0.635 + 0.000 D/V # 12 I-280 NB Ramps / Westborough B F 85.6 1.099 F 85.6 1.099 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.864 Loss Time (sec): 12 Average Delay (sec/veh): 53.4 Optimal Cycle: 106 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 575 307 6 4 577 67 157 12 850 21 30 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 575 307 6 4 577 67 157 12 850 21 30 8 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 575 307 6 4 577 67 157 12 850 21 30 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.92 0.92 0.92 0.89 0.89 0.89 0.82 0.82 0.82 PHF Volume: 684 365 7 4 631 73 176 13 954 26 37 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 365 7 4 631 73 176 13 954 26 37 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 684 365 7 4 631 73 176 13 954 26 37 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.92 0.91 0.94 0.94 0.73 0.95 0.95 0.94 Lanes: 2.00 1.96 0.04 1.00 1.79 0.21 1.86 0.14 2.00 0.36 0.51 0.13 Final Sat.: 3432 3460 68 1769 3119 362 3307 253 2786 640 914 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.11 0.11 0.00 0.20 0.20 0.05 0.05 0.34 0.04 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.34 0.34 0.10 0.22 0.22 0.38 0.38 0.38 0.09 0.09 0.09 Volume/Cap: 0.91 0.31 0.31 0.02 0.91 0.91 0.14 0.14 0.91 0.43 0.43 0.43 Uniform Del: 49.6 31.6 31.6 52.9 49.4 49.4 26.8 26.8 38.6 55.8 55.8 55.8 IncremntDel: 15.4 0.1 0.1 0.1 15.1 15.1 0.0 0.0 11.8 1.8 1.8 1.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 65.0 31.7 31.7 52.9 64.5 64.5 26.8 26.8 50.4 57.6 57.6 57.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.0 31.7 31.7 52.9 64.5 64.5 26.8 26.8 50.4 57.6 57.6 57.6 LOS by Move: E C C D E E C C D E E E HCM2kAvgQ: 15 5 5 0 18 18 2 2 24 3 3 3 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.753 Loss Time (sec): 12 Average Delay (sec/veh): 31.8 Optimal Cycle: 68 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 31 470 121 394 1087 29 33 25 50 213 28 365 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 470 121 394 1087 29 33 25 50 213 28 365 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 470 121 394 1087 29 33 25 50 213 28 365 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.88 0.88 0.88 0.82 0.82 0.82 0.79 0.79 0.79 PHF Volume: 34 520 134 450 1241 33 40 31 61 270 36 463 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 520 134 450 1241 33 40 31 61 270 36 463 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 520 134 450 1241 33 40 31 61 270 36 463 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.80 0.90 0.93 0.93 0.95 0.95 0.76 0.88 0.88 0.87 Lanes: 1.00 3.00 1.00 2.00 1.95 0.05 0.57 0.43 1.00 1.33 0.09 1.58 Final Sat.: 1769 5083 1521 3432 3432 92 1030 780 1442 2223 146 2607 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.10 0.09 0.13 0.36 0.36 0.04 0.04 0.04 0.12 0.24 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.04 0.20 0.49 0.26 0.42 0.42 0.13 0.13 0.13 0.29 0.29 0.29 Volume/Cap: 0.48 0.50 0.18 0.50 0.85 0.85 0.30 0.30 0.33 0.43 0.85 0.62 Uniform Del: 47.0 35.3 14.3 31.4 25.9 25.9 39.4 39.4 39.5 29.1 33.7 31.1 IncremntDel: 5.1 0.4 0.1 0.5 4.9 4.9 0.7 0.7 1.0 0.2 7.8 1.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 52.1 35.7 14.4 31.9 30.8 30.8 40.1 40.1 40.5 29.3 41.5 32.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.1 35.7 14.4 31.9 30.8 30.8 40.1 40.1 40.5 29.3 41.5 32.1 LOS by Move: D D B C C C D D D C D C HCM2kAvgQ: 1 5 2 6 18 18 2 2 2 5 15 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 144 Critical Vol./Cap.(X): 0.447 Loss Time (sec): 9 Average Delay (sec/veh): 25.5 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 3 0 0 1 0 2 1 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 141 947 0 7 912 154 200 0 244 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 141 947 0 7 912 154 200 0 244 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 141 947 0 7 912 154 200 0 244 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 166 1118 0 7 928 157 225 0 275 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 166 1118 0 7 928 157 225 0 275 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 166 1118 0 7 928 157 225 0 275 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 1.00 0.93 0.87 0.87 0.88 1.00 0.88 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.56 0.44 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 1769 5083 0 1769 4250 718 2423 0 2582 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.22 0.00 0.00 0.22 0.22 0.09 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.21 0.62 0.00 0.08 0.49 0.49 0.24 0.00 0.24 0.00 0.00 0.00 Volume/Cap: 0.45 0.35 0.00 0.05 0.45 0.45 0.39 0.00 0.45 0.00 0.00 0.00 Uniform Del: 49.5 13.3 0.0 61.4 24.1 24.1 46.1 0.0 46.8 0.0 0.0 0.0 IncremntDel: 0.9 0.1 0.0 0.2 0.1 0.1 0.2 0.0 0.3 0.0 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 50.4 13.3 0.0 61.6 24.2 24.2 46.3 0.0 47.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.4 13.3 0.0 61.6 24.2 24.2 46.3 0.0 47.0 0.0 0.0 0.0 LOS by Move: D B A E C C D A D A A A HCM2kAvgQ: 7 9 0 0 11 11 6 0 7 0 0 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 144 Critical Vol./Cap.(X): 0.894 Loss Time (sec): 12 Average Delay (sec/veh): 56.7 Optimal Cycle: 127 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 448 597 284 208 887 76 314 659 475 366 603 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 448 597 284 208 887 76 314 659 475 366 603 148 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 448 597 284 208 887 76 314 659 475 366 603 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 0.75 0.75 0.75 PHF Volume: 483 643 306 237 1009 86 343 719 519 490 807 198 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 483 643 306 237 1009 86 343 719 519 490 807 198 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 483 643 306 237 1009 86 343 719 519 490 807 198 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.81 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1560 3432 5083 1530 1769 3538 1535 3432 3538 1547 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.18 0.20 0.07 0.20 0.06 0.19 0.20 0.34 0.14 0.23 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.28 0.28 0.10 0.22 0.22 0.25 0.38 0.38 0.16 0.29 0.29 Volume/Cap: 0.89 0.65 0.70 0.70 0.89 0.25 0.79 0.54 0.89 0.89 0.79 0.44 Uniform Del: 59.5 45.5 46.4 62.8 54.4 46.2 50.7 35.0 42.1 59.3 46.9 41.6 IncremntDel: 17.2 1.5 5.0 6.4 9.4 0.4 9.1 0.4 16.3 17.0 4.0 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.7 47.1 51.3 69.2 63.8 46.6 59.7 35.4 58.4 76.3 51.0 42.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.7 47.1 51.3 69.2 63.8 46.6 59.7 35.4 58.4 76.3 51.0 42.2 LOS by Move: E D D E E D E D E E D D HCM2kAvgQ: 14 14 13 7 19 3 16 13 25 14 19 7 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.735 Loss Time (sec): 12 Average Delay (sec/veh): 36.8 Optimal Cycle: 67 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 897 119 190 1427 77 151 63 45 110 63 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 897 119 190 1427 77 151 63 45 110 63 197 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 897 119 190 1427 77 151 63 45 110 63 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.95 0.95 0.95 0.83 0.83 0.83 0.93 0.93 0.93 PHF Volume: 82 1171 155 201 1507 81 182 76 54 119 68 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 1171 155 201 1507 81 182 76 54 119 68 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1171 155 201 1507 81 182 76 54 119 68 213 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.87 0.93 0.88 0.88 0.95 0.95 0.79 0.95 0.95 0.81 Lanes: 1.00 2.65 0.35 1.00 2.85 0.15 0.71 0.29 1.00 0.64 0.36 1.00 Final Sat.: 1769 4403 584 1769 4783 258 1269 530 1510 1147 657 1534 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.27 0.27 0.11 0.32 0.32 0.14 0.14 0.04 0.10 0.10 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.36 0.36 0.15 0.45 0.45 0.20 0.20 0.20 0.19 0.19 0.19 Volume/Cap: 0.70 0.74 0.74 0.74 0.70 0.70 0.74 0.74 0.18 0.55 0.55 0.74 Uniform Del: 54.8 33.3 33.3 48.4 26.5 26.5 45.4 45.4 40.3 44.0 44.0 45.8 IncremntDel: 17.2 1.6 1.6 9.9 1.0 1.0 7.9 7.9 0.3 1.9 1.9 9.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 72.0 34.9 34.9 58.3 27.5 27.5 53.2 53.2 40.6 45.9 45.9 55.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.0 34.9 34.9 58.3 27.5 27.5 53.2 53.2 40.6 45.9 45.9 55.2 LOS by Move: E C C E C C D D D D D E HCM2kAvgQ: 4 17 16 9 18 18 10 10 2 7 7 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.481 Loss Time (sec): 0 Average Delay (sec/veh): 12.9 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 273 19 161 334 1 4 2 2 50 2 192 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 273 19 161 334 1 4 2 2 50 2 192 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 273 19 161 334 1 4 2 2 50 2 192 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.93 0.93 0.93 0.67 0.67 0.67 0.77 0.77 0.77 PHF Volume: 4 337 23 174 361 1 6 3 3 65 3 249 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 337 23 174 361 1 6 3 3 65 3 249 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 337 23 174 361 1 6 3 3 65 3 249 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.02 1.85 0.13 0.65 1.34 0.01 0.50 0.25 0.25 0.96 0.04 1.00 Final Sat.: 11 1043 73 361 780 2 227 113 113 460 18 571 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.33 0.32 0.32 0.48 0.46 0.46 0.03 0.03 0.03 0.14 0.14 0.44 Crit Moves: **** **** **** **** Delay/Veh: 11.8 11.7 11.6 14.6 13.8 13.5 10.4 10.4 10.4 11.0 11.0 12.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.8 11.7 11.6 14.6 13.8 13.5 10.4 10.4 10.4 11.0 11.0 12.9 LOS by Move: B B B B B B B B B B B B ApproachDel: 11.7 14.0 10.4 12.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 11.7 14.0 10.4 12.5 LOS by Appr: B B B B AllWayAvgQ: 0.4 0.4 0.4 0.9 0.8 0.8 0.0 0.0 0.0 0.1 0.1 0.7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.661 Loss Time (sec): 12 Average Delay (sec/veh): 32.2 Optimal Cycle: 54 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 64 402 138 38 326 76 86 215 81 131 174 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 402 138 38 326 76 86 215 81 131 174 51 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 402 138 38 326 76 86 215 81 131 174 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 0.72 0.72 0.72 0.86 0.86 0.86 PHF Volume: 71 445 153 45 388 90 120 299 113 152 201 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 445 153 45 388 90 120 299 113 152 201 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 445 153 45 388 90 120 299 113 152 201 59 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.82 0.93 0.98 0.79 0.93 0.94 0.93 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.28 1.00 0.77 0.23 Final Sat.: 1769 1862 1563 1769 1862 1502 1769 1293 487 1769 1389 407 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.10 0.03 0.21 0.06 0.07 0.23 0.23 0.09 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.36 0.36 0.04 0.34 0.34 0.15 0.35 0.35 0.13 0.33 0.33 Volume/Cap: 0.62 0.66 0.27 0.64 0.62 0.18 0.44 0.66 0.66 0.66 0.44 0.44 Uniform Del: 45.6 26.8 22.6 47.3 27.8 23.4 38.5 27.5 27.5 41.4 26.5 26.5 IncremntDel: 10.0 2.5 0.3 18.0 1.9 0.2 1.2 2.7 2.7 7.0 0.5 0.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 55.6 29.3 22.9 65.3 29.7 23.6 39.7 30.2 30.2 48.5 27.1 27.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.6 29.3 22.9 65.3 29.7 23.6 39.7 30.2 30.2 48.5 27.1 27.1 LOS by Move: E C C E C C D C C D C C HCM2kAvgQ: 3 12 3 3 11 2 3 11 11 6 6 6 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 2.3 Worst Case Level Of Service: B[ 14.9] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 301 7 7 376 0 0 0 0 62 0 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 301 7 7 376 0 0 0 0 62 0 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 301 7 7 376 0 0 0 0 62 0 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.84 0.84 0.84 1.00 1.00 1.00 0.61 0.61 0.61 PHF Volume: 0 344 8 8 448 0 0 0 0 101 0 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 344 8 8 448 0 0 0 0 101 0 39 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 352 xxxx xxxxx xxxx xxxx xxxxx 588 812 176 Potent Cap.: xxxx xxxx xxxxx 1203 xxxx xxxxx xxxx xxxx xxxxx 440 311 837 Move Cap.: xxxx xxxx xxxxx 1203 xxxx xxxxx xxxx xxxx xxxxx 437 309 837 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.23 0.00 0.05 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 505 xxxxx SharedQueue: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx Shrd ConDel: 7.2 xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.9 xxxxx Shared LOS: A * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.9 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.615 Loss Time (sec): 9 Average Delay (sec/veh): 26.7 Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 0 0 1 0 0 0 2 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 76 0 372 226 888 0 0 733 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 76 0 372 226 888 0 0 733 84 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 76 0 372 226 888 0 0 733 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.81 0.81 0.81 0.90 0.90 0.90 0.88 0.88 0.88 PHF Volume: 0 0 0 94 0 458 253 992 0 0 829 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 94 0 458 253 992 0 0 829 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 94 0 458 253 992 0 0 829 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.73 0.93 0.93 1.00 1.00 0.92 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 1.79 0.21 Final Sat.: 0 0 0 1769 0 2786 1769 3538 0 0 3126 358 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.16 0.14 0.28 0.00 0.00 0.27 0.27 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.27 0.00 0.27 0.23 0.66 0.00 0.00 0.43 0.43 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.62 0.62 0.42 0.00 0.00 0.62 0.62 Uniform Del: 0.0 0.0 0.0 36.8 0.0 41.8 44.7 10.2 0.0 0.0 28.6 28.6 IncremntDel: 0.0 0.0 0.0 0.2 0.0 1.5 2.8 0.1 0.0 0.0 0.8 0.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 37.0 0.0 43.3 47.5 10.4 0.0 0.0 29.4 29.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.0 0.0 43.3 47.5 10.4 0.0 0.0 29.4 29.4 LOS by Move: A A A D A D D B A A C C HCM2kAvgQ: 0 0 0 3 0 10 10 10 0 0 15 15 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 11.5 Worst Case Level Of Service: F[ 99.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 622 68 45 909 0 0 0 0 158 0 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 622 68 45 909 0 0 0 0 158 0 33 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 622 68 45 909 0 0 0 0 158 0 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.71 0.71 0.71 0.92 0.92 0.92 1.00 1.00 1.00 0.75 0.75 0.75 PHF Volume: 0 872 95 49 991 0 0 0 0 212 0 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 872 95 49 991 0 0 0 0 212 0 44 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 968 xxxx xxxxx xxxx xxxx xxxxx 1514 2009 484 Potent Cap.: xxxx xxxx xxxxx 708 xxxx xxxxx xxxx xxxx xxxxx 110 58 529 Move Cap.: xxxx xxxx xxxxx 708 xxxx xxxxx xxxx xxxx xxxxx 105 54 529 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 161 149 xxxxx 230 163 xxxxx Volume/Cap: xxxx xxxx xxxx 0.07 xxxx xxxx xxxx xxxx xxxx 0.92 0.00 0.08 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 255 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.9 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 99.7 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 99.7 ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 0.635 Loss Time (sec): 6 Average Delay (sec/veh): 5.3 Optimal Cycle: 33 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 262 0 185 0 1574 1144 0 1013 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 262 0 185 0 1574 1144 0 1013 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 262 0 185 0 1574 1144 0 1013 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.83 0.83 0.00 0.95 0.95 0.00 0.81 0.81 0.81 PHF Volume: 0 0 0 316 0 0 0 1650 0 0 1244 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 316 0 0 0 1650 0 0 1244 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 316 0 0 0 1650 0 0 1244 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.47 0.00 0.00 0.35 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.73 0.00 0.00 0.73 0.00 Volume/Cap: 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.63 0.00 0.00 0.48 0.00 Uniform Del: 0.0 0.0 0.0 20.1 0.0 0.0 0.0 3.3 0.0 0.0 2.7 0.0 IncremntDel: 0.0 0.0 0.0 2.7 0.0 0.0 0.0 0.5 0.0 0.0 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 22.8 0.0 0.0 0.0 3.8 0.0 0.0 2.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 22.8 0.0 0.0 0.0 3.8 0.0 0.0 2.9 0.0 LOS by Move: A A A C A A A A A A A A HCM2kAvgQ: 0 0 0 4 0 0 0 8 0 0 5 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing AM Wed Feb 22, 2017 16:56:01 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.099 Loss Time (sec): 12 Average Delay (sec/veh): 85.6 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 782 261 255 279 657 105 113 1070 160 146 1310 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 782 261 255 279 657 105 113 1070 160 146 1310 83 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 782 261 255 279 657 105 113 1070 160 146 1310 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.85 0.85 0.85 0.91 0.91 0.91 0.83 0.83 0.83 PHF Volume: 907 303 296 329 775 124 124 1175 176 177 1584 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 907 303 296 329 775 124 124 1175 176 177 1584 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 907 303 296 329 775 124 124 1175 176 177 1584 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.88 0.88 0.93 0.93 0.83 0.93 0.91 0.91 0.93 0.93 0.82 Lanes: 2.44 0.79 0.77 1.00 2.00 1.00 1.00 1.74 0.26 1.00 2.00 1.00 Final Sat.: 3946 1317 1287 1769 3538 1583 1769 3018 451 1769 3538 1562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.23 0.19 0.22 0.08 0.07 0.39 0.39 0.10 0.45 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.20 0.20 0.20 0.06 0.38 0.38 0.10 0.41 0.61 Volume/Cap: 1.10 1.10 1.10 0.93 1.10 0.39 1.10 1.04 1.04 1.04 1.10 0.11 Uniform Del: 39.5 39.5 39.5 39.4 40.0 34.8 46.8 31.2 31.2 45.2 29.6 8.3 IncremntDel: 56.0 56.0 56.0 31.2 64.1 0.8 113.7 35.1 35.1 79.1 55.5 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 95.5 95.5 95.5 70.6 104 35.6 160.5 66.4 66.4 124.3 85.1 8.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 95.5 95.5 95.5 70.6 104 35.6 160.5 66.4 66.4 124.3 85.1 8.3 LOS by Move: F F F E F D F E E F F A HCM2kAvgQ: 21 21 21 14 21 4 8 31 31 10 39 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:15 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Existing PM Command: Existing PM Volume: Existing PM Geometry: Existing PM Impact Fee: Default Impact Fee Trip Generation: None Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Existing PM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd E 58.9 0.910 E 58.9 0.910 + 0.000 D/V # 2 El Camino Real / McLellan Dr D 35.0 0.625 D 35.0 0.625 + 0.000 D/V # 3 El Camino Real / Arroyo Dr C 20.5 0.427 C 20.5 0.427 + 0.000 D/V # 4 El Camino Real / Chestnut Ave D 52.4 0.779 D 52.4 0.779 + 0.000 D/V # 5 El Camino Real / W. Orange Ave D 40.7 0.853 D 40.7 0.853 + 0.000 D/V # 6 Mission Rd / Grand Ave B 13.0 0.491 B 13.0 0.491 + 0.000 V/C # 7 Grand Ave / Chestnut Ave C 31.2 0.609 C 31.2 0.609 + 0.000 D/V # 8 Mission Rd / Oak Ave B 11.8 0.065 B 11.8 0.065 + 0.000 D/V # 9 Mission Rd / Chestnut Ave C 26.4 0.598 C 26.4 0.598 + 0.000 D/V # 10 Juniperro Serra Blvd / Arroyo E 39.2 0.499 E 39.2 0.499 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B A 9.8 0.757 A 9.8 0.757 + 0.000 D/V # 12 I-280 NB Ramps / Westborough B D 54.9 0.988 D 54.9 0.988 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.910 Loss Time (sec): 12 Average Delay (sec/veh): 58.9 Optimal Cycle: 115 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1112 751 19 8 469 115 183 17 574 10 16 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1112 751 19 8 469 115 183 17 574 10 16 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1112 751 19 8 469 115 183 17 574 10 16 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 0.78 0.78 0.78 PHF Volume: 1215 821 21 9 504 124 217 20 679 13 21 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1215 821 21 9 504 124 217 20 679 13 21 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1215 821 21 9 504 124 217 20 679 13 21 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.90 0.89 0.94 0.94 0.73 0.95 0.95 0.95 Lanes: 2.00 1.95 0.05 1.00 1.60 0.40 1.83 0.17 2.00 0.36 0.57 0.07 Final Sat.: 3432 3437 87 1769 2751 674 3258 303 2786 646 1034 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.35 0.24 0.24 0.00 0.18 0.18 0.07 0.07 0.24 0.02 0.02 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.34 0.45 0.45 0.07 0.18 0.18 0.24 0.24 0.24 0.12 0.12 0.12 Volume/Cap: 1.03 0.53 0.53 0.06 1.03 1.03 0.28 0.28 1.03 0.17 0.17 0.17 Uniform Del: 32.8 20.0 20.0 43.0 41.1 41.1 31.2 31.2 38.1 39.5 39.5 39.5 IncremntDel: 33.5 0.4 0.4 0.2 43.7 43.7 0.2 0.2 42.3 0.4 0.4 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.3 20.4 20.4 43.2 84.8 84.8 31.3 31.3 80.4 39.9 39.9 39.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.3 20.4 20.4 43.2 84.8 84.8 31.3 31.3 80.4 39.9 39.9 39.9 LOS by Move: E C C D F F C C F D D D HCM2kAvgQ: 24 9 9 0 16 16 3 3 18 1 1 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.625 Loss Time (sec): 12 Average Delay (sec/veh): 35.0 Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 1186 185 227 651 48 26 21 50 217 27 411 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 1186 185 227 651 48 26 21 50 217 27 411 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 42 1186 185 227 651 48 26 21 50 217 27 411 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.88 0.88 0.88 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 44 1229 192 258 740 55 28 23 54 235 29 444 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 1229 192 258 740 55 28 23 54 235 29 444 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 1229 192 258 740 55 28 23 54 235 29 444 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.72 0.90 0.92 0.92 0.95 0.95 0.78 0.87 0.87 0.87 Lanes: 1.00 3.00 1.00 2.00 1.86 0.14 0.55 0.45 1.00 1.32 0.08 1.60 Final Sat.: 1769 5083 1377 3432 3261 240 1002 809 1482 2188 131 2658 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.14 0.08 0.23 0.23 0.03 0.03 0.04 0.11 0.22 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.36 0.70 0.11 0.42 0.42 0.10 0.10 0.10 0.33 0.33 0.33 Volume/Cap: 0.43 0.67 0.20 0.67 0.54 0.54 0.28 0.28 0.36 0.32 0.67 0.50 Uniform Del: 59.3 34.9 7.0 55.3 28.5 28.5 54.2 54.2 54.6 32.4 37.2 34.7 IncremntDel: 3.0 1.0 0.1 4.4 0.4 0.4 0.8 0.8 1.5 0.1 1.6 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 62.3 35.8 7.1 59.8 28.9 28.9 55.0 55.0 56.1 32.5 38.8 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.3 35.8 7.1 59.8 28.9 28.9 55.0 55.0 56.1 32.5 38.8 35.0 LOS by Move: E D A E C C D D E C D D HCM2kAvgQ: 2 15 3 5 11 11 2 2 2 5 13 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.427 Loss Time (sec): 9 Average Delay (sec/veh): 20.5 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 3 0 0 1 0 2 1 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 173 1225 0 1 926 260 110 0 157 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1225 0 1 926 260 110 0 157 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 173 1225 0 1 926 260 110 0 157 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 180 1276 0 1 946 266 124 0 176 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 1276 0 1 946 266 124 0 176 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1276 0 1 946 266 124 0 176 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 1.00 0.93 0.86 0.86 0.88 1.00 0.87 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.34 0.66 1.41 0.00 1.59 0.00 0.00 0.00 Final Sat.: 1769 5083 0 1769 3831 1076 2346 0 2623 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.25 0.00 0.00 0.25 0.25 0.05 0.00 0.07 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.23 0.71 0.00 0.08 0.56 0.56 0.15 0.00 0.15 0.00 0.00 0.00 Volume/Cap: 0.44 0.35 0.00 0.01 0.44 0.44 0.35 0.00 0.44 0.00 0.00 0.00 Uniform Del: 49.5 8.3 0.0 64.1 19.5 19.5 56.9 0.0 57.8 0.0 0.0 0.0 IncremntDel: 0.8 0.1 0.0 0.0 0.1 0.1 0.2 0.0 0.5 0.0 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 50.3 8.3 0.0 64.1 19.6 19.6 57.2 0.0 58.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.3 8.3 0.0 64.1 19.6 19.6 57.2 0.0 58.3 0.0 0.0 0.0 LOS by Move: D A A E B B E A E A A A HCM2kAvgQ: 7 8 0 0 11 11 4 0 5 0 0 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.779 Loss Time (sec): 12 Average Delay (sec/veh): 52.4 Optimal Cycle: 80 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1057 407 207 734 188 176 534 355 300 647 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 728 1057 407 207 734 188 176 534 355 300 647 184 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 728 1057 407 207 734 188 176 534 355 300 647 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 754 1094 421 214 759 194 194 589 392 316 682 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 754 1094 421 214 759 194 194 589 392 316 682 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 754 1094 421 214 759 194 194 589 392 316 682 194 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.79 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1562 3432 5083 1500 1769 3538 1534 3432 3538 1536 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.31 0.27 0.06 0.15 0.13 0.11 0.17 0.26 0.09 0.19 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.39 0.39 0.08 0.19 0.19 0.16 0.33 0.33 0.12 0.28 0.28 Volume/Cap: 0.78 0.78 0.68 0.78 0.78 0.68 0.68 0.51 0.78 0.78 0.68 0.44 Uniform Del: 49.5 39.9 37.7 67.8 57.6 56.3 59.2 40.6 45.5 64.2 47.6 44.0 IncremntDel: 4.1 3.0 3.2 13.8 4.1 6.3 6.4 0.4 7.6 9.3 1.9 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.6 42.9 40.9 81.6 61.7 62.6 65.6 41.0 53.1 73.5 49.5 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.6 42.9 40.9 81.6 61.7 62.6 65.6 41.0 53.1 73.5 49.5 44.7 LOS by Move: D D D F E E E D D E D D HCM2kAvgQ: 18 24 17 7 14 9 9 11 18 9 15 7 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.853 Loss Time (sec): 12 Average Delay (sec/veh): 40.7 Optimal Cycle: 106 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 1758 164 192 1117 54 82 68 35 137 56 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 1758 164 192 1117 54 82 68 35 137 56 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 1758 164 192 1117 54 82 68 35 137 56 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.92 0.92 0.92 0.93 0.93 0.93 0.84 0.84 0.84 PHF Volume: 36 1892 177 208 1210 59 89 74 38 163 67 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1892 177 208 1210 59 89 74 38 163 67 250 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1892 177 208 1210 59 89 74 38 163 67 250 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.93 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.80 Lanes: 1.00 2.74 0.26 1.00 2.86 0.14 0.55 0.45 1.00 0.71 0.29 1.00 Final Sat.: 1769 4589 428 1769 4813 233 990 821 1510 1277 522 1516 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.41 0.41 0.12 0.25 0.25 0.09 0.09 0.03 0.13 0.13 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.48 0.48 0.14 0.56 0.56 0.10 0.10 0.10 0.19 0.19 0.19 Volume/Cap: 0.34 0.85 0.85 0.85 0.45 0.45 0.85 0.85 0.24 0.66 0.66 0.85 Uniform Del: 67.7 34.0 34.0 63.2 19.2 19.2 66.0 66.0 61.6 55.9 55.9 58.4 IncremntDel: 1.9 3.1 3.1 24.0 0.1 0.1 29.1 29.1 0.8 4.7 4.7 20.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 69.6 37.2 37.2 87.1 19.3 19.3 95.1 95.1 62.4 60.6 60.6 79.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 69.6 37.2 37.2 87.1 19.3 19.3 95.1 95.1 62.4 60.6 60.6 79.1 LOS by Move: E D D F B B F F E E E E HCM2kAvgQ: 2 32 32 12 12 12 10 10 2 11 11 14 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.491 Loss Time (sec): 0 Average Delay (sec/veh): 13.0 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 268 45 209 318 2 2 2 3 34 3 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 268 45 209 318 2 2 2 3 34 3 204 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 268 45 209 318 2 2 2 3 34 3 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.97 0.97 0.97 0.44 0.44 0.44 0.78 0.78 0.78 PHF Volume: 5 290 49 215 327 2 5 5 7 43 4 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 290 49 215 327 2 5 5 7 43 4 261 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 290 49 215 327 2 5 5 7 43 4 261 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.03 1.69 0.28 0.79 1.20 0.01 0.28 0.29 0.43 0.92 0.08 1.00 Final Sat.: 18 953 163 438 702 4 133 133 199 441 39 572 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.31 0.30 0.30 0.49 0.47 0.46 0.03 0.03 0.03 0.10 0.10 0.46 Crit Moves: **** **** **** **** Delay/Veh: 11.6 11.4 11.2 14.8 13.7 13.5 10.3 10.3 10.3 10.6 10.6 13.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.6 11.4 11.2 14.8 13.7 13.5 10.3 10.3 10.3 10.6 10.6 13.2 LOS by Move: B B B B B B B B B B B B ApproachDel: 11.4 14.1 10.3 12.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 11.4 14.1 10.3 12.8 LOS by Appr: B B B B AllWayAvgQ: 0.4 0.4 0.4 0.9 0.8 0.8 0.0 0.0 0.0 0.1 0.1 0.7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.609 Loss Time (sec): 12 Average Delay (sec/veh): 31.2 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 126 336 107 48 358 77 52 187 59 119 207 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 336 107 48 358 77 52 187 59 119 207 57 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 336 107 48 358 77 52 187 59 119 207 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.91 0.91 0.91 0.84 0.84 0.84 0.80 0.80 0.80 PHF Volume: 135 359 114 53 394 85 62 223 70 149 259 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 359 114 53 394 85 62 223 70 149 259 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 359 114 53 394 85 62 223 70 149 259 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.81 0.93 0.98 0.83 0.93 0.94 0.94 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 0.24 1.00 0.78 0.22 Final Sat.: 1769 1862 1540 1769 1862 1570 1769 1362 430 1769 1410 388 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.19 0.07 0.03 0.21 0.05 0.04 0.16 0.16 0.08 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.39 0.39 0.08 0.35 0.35 0.07 0.27 0.27 0.14 0.33 0.33 Volume/Cap: 0.61 0.49 0.19 0.37 0.61 0.16 0.48 0.61 0.61 0.61 0.55 0.55 Uniform Del: 41.4 23.0 20.0 43.5 27.0 22.5 44.5 31.9 31.9 40.5 27.1 27.1 IncremntDel: 4.9 0.5 0.2 1.6 1.7 0.1 2.8 2.3 2.3 4.4 1.1 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 46.3 23.5 20.2 45.1 28.7 22.6 47.4 34.2 34.2 45.0 28.2 28.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 23.5 20.2 45.1 28.7 22.6 47.4 34.2 34.2 45.0 28.2 28.2 LOS by Move: D C C D C C D C C D C C HCM2kAvgQ: 5 8 2 2 11 2 2 8 8 5 9 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 1.0 Worst Case Level Of Service: B[ 11.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1 288 9 14 352 0 0 0 0 41 0 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 288 9 14 352 0 0 0 0 41 0 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 288 9 14 352 0 0 0 0 41 0 17 User Adj: 0.88 0.88 0.88 0.84 0.84 0.84 0.00 0.00 0.00 0.61 0.61 0.61 PHF Adj: 0.90 0.90 0.90 0.87 0.87 0.87 1.00 1.00 1.00 0.76 0.76 0.76 PHF Volume: 1 281 9 14 339 0 0 0 0 33 0 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 281 9 14 339 0 0 0 0 33 0 14 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 339 xxxx xxxxx 289 xxxx xxxxx xxxx xxxx xxxxx 484 653 145 Potent Cap.: 1216 xxxx xxxxx 1269 xxxx xxxxx xxxx xxxx xxxxx 512 385 876 Move Cap.: 1216 xxxx xxxxx 1269 xxxx xxxxx xxxx xxxx xxxxx 508 381 876 Volume/Cap: 0.00 xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.07 0.00 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.0 xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 579 xxxxx SharedQueue: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.3 xxxxx Shrd ConDel: 8.0 xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.8 xxxxx Shared LOS: A * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 11.8 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.598 Loss Time (sec): 9 Average Delay (sec/veh): 26.4 Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 0 0 1 0 0 0 2 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 72 0 304 300 793 0 0 696 81 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 72 0 304 300 793 0 0 696 81 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 72 0 304 300 793 0 0 696 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.87 0.87 0.87 0.96 0.96 0.96 0.88 0.88 0.88 PHF Volume: 0 0 0 83 0 349 314 830 0 0 792 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 83 0 349 314 830 0 0 792 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 83 0 349 314 830 0 0 792 92 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.73 0.93 0.93 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 1.79 0.21 Final Sat.: 0 0 0 1769 0 2786 1769 3538 0 0 3118 363 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.13 0.18 0.23 0.00 0.00 0.25 0.25 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.21 0.00 0.21 0.30 0.72 0.00 0.00 0.42 0.42 Volume/Cap: 0.00 0.00 0.00 0.22 0.00 0.60 0.60 0.33 0.00 0.00 0.60 0.60 Uniform Del: 0.0 0.0 0.0 42.6 0.0 46.4 39.1 6.6 0.0 0.0 28.9 28.9 IncremntDel: 0.0 0.0 0.0 0.3 0.0 1.7 1.9 0.1 0.0 0.0 0.7 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 42.9 0.0 48.2 41.0 6.7 0.0 0.0 29.5 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 42.9 0.0 48.2 41.0 6.7 0.0 0.0 29.5 29.5 LOS by Move: A A A D A D D A A A C C HCM2kAvgQ: 0 0 0 3 0 8 11 6 0 0 14 14 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:16 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 3.8 Worst Case Level Of Service: E[ 39.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 893 169 43 455 0 0 0 0 108 0 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 893 169 43 455 0 0 0 0 108 0 62 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 893 169 43 455 0 0 0 0 108 0 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 1.00 1.00 1.00 0.99 0.99 0.99 PHF Volume: 0 992 188 51 544 0 0 0 0 109 0 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 992 188 51 544 0 0 0 0 109 0 63 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1180 xxxx xxxxx xxxx xxxx xxxxx 1461 1733 590 Potent Cap.: xxxx xxxx xxxxx 588 xxxx xxxxx xxxx xxxx xxxxx 120 87 451 Move Cap.: xxxx xxxx xxxxx 588 xxxx xxxxx xxxx xxxx xxxxx 112 79 451 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 237 156 xxxxx 219 192 xxxxx Volume/Cap: xxxx xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx 0.50 0.00 0.14 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 270 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 39.2 xxxxx Shared LOS: * * * * * * * * * * E * ApproachDel: xxxxxx xxxxxx xxxxxx 39.2 ApproachLOS: * * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:17 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 0.757 Loss Time (sec): 6 Average Delay (sec/veh): 9.8 Optimal Cycle: 43 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 595 0 710 0 854 566 0 1616 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 595 0 710 0 854 566 0 1616 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 595 0 710 0 854 566 0 1616 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.92 0.92 0.00 0.95 0.95 0.00 0.96 0.96 0.96 PHF Volume: 0 0 0 650 0 0 0 897 0 0 1689 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 650 0 0 0 897 0 0 1689 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 650 0 0 0 897 0 0 1689 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.25 0.00 0.00 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.63 0.00 0.00 0.63 0.00 Volume/Cap: 0.00 0.00 0.00 0.76 0.00 0.00 0.00 0.40 0.00 0.00 0.76 0.00 Uniform Del: 0.0 0.0 0.0 17.4 0.0 0.0 0.0 4.6 0.0 0.0 6.5 0.0 IncremntDel: 0.0 0.0 0.0 3.9 0.0 0.0 0.0 0.1 0.0 0.0 1.5 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 21.3 0.0 0.0 0.0 4.7 0.0 0.0 8.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 21.3 0.0 0.0 0.0 4.7 0.0 0.0 8.1 0.0 LOS by Move: A A A C A A A A A A A A HCM2kAvgQ: 0 0 0 7 0 0 0 4 0 0 12 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Existing PM Wed Feb 22, 2017 16:57:17 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.988 Loss Time (sec): 12 Average Delay (sec/veh): 54.9 Optimal Cycle: 175 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 982 683 196 142 241 121 174 834 203 203 1216 218 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 982 683 196 142 241 121 174 834 203 203 1216 218 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 982 683 196 142 241 121 174 834 203 203 1216 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.80 0.80 0.80 0.96 0.96 0.96 0.91 0.91 0.91 PHF Volume: 1010 703 202 178 302 152 182 871 212 224 1341 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1010 703 202 178 302 152 182 871 212 224 1341 240 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1010 703 202 178 302 152 182 871 212 224 1341 240 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.87 0.89 0.89 0.93 0.93 0.83 0.93 0.90 0.90 0.93 0.93 0.83 Lanes: 2.15 1.44 0.41 1.00 2.00 1.00 1.00 1.61 0.39 1.00 2.00 1.00 Final Sat.: 3521 2449 703 1769 3538 1583 1769 2763 672 1769 3538 1580 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.29 0.29 0.10 0.09 0.10 0.10 0.32 0.32 0.13 0.38 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.29 0.29 0.10 0.10 0.10 0.10 0.35 0.35 0.14 0.38 0.49 Volume/Cap: 0.99 0.99 0.99 0.99 0.84 0.94 0.99 0.91 0.91 0.91 0.99 0.31 Uniform Del: 35.3 35.3 35.3 44.8 44.1 44.6 44.7 31.0 31.0 42.4 30.6 15.6 IncremntDel: 17.6 17.6 17.6 63.3 15.8 53.4 62.7 10.0 10.0 33.4 21.5 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 52.9 52.9 52.9 108.2 59.9 98.0 107.4 41.1 41.1 75.8 52.1 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.9 52.9 52.9 108.2 59.9 98.0 107.4 41.1 41.1 75.8 52.1 15.8 LOS by Move: D D D F E F F D D E D B HCM2kAvgQ: 22 22 22 10 7 8 10 21 21 10 28 5 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Existing (2016) Plus Project Traffic Conditions Analysis Ex + Project AM Thu Apr 13, 2017 11:39:36 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Ex + Project AM Command: Ex + Project AM Volume: Existing AM Geometry: Existing AM Impact Fee: Default Impact Fee Trip Generation: Project AM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Ex + Project AM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd D 53.4 0.864 E 57.8 0.899 + 4.337 D/V # 2 El Camino Real / McLellan Dr C 31.8 0.753 C 33.8 0.788 + 2.014 D/V # 3 El Camino Real / Arroyo Dr C 25.5 0.447 C 26.8 0.474 + 1.269 D/V # 4 El Camino Real / Chestnut Ave E 56.7 0.894 E 60.8 0.936 + 4.141 D/V # 5 El Camino Real / W. Orange Ave D 36.8 0.735 D 36.9 0.739 + 0.101 D/V # 6 Mission Rd / Grand Ave B 12.9 0.481 B 14.1 0.521 + 0.039 V/C # 7 Grand Ave / Chestnut Ave C 32.2 0.661 C 33.0 0.683 + 0.822 D/V # 8 Mission Rd / Oak Ave B 14.9 0.231 C 16.5 0.262 + 1.632 D/V # 9 Mission Rd / Chestnut Ave C 26.7 0.615 C 29.3 0.668 + 2.581 D/V # 10 Juniperro Serra Blvd / Arroyo F 99.7 0.920 F 99.7 0.920 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B A 5.3 0.635 A 5.4 0.639 + 0.125 D/V # 12 I-280 NB Ramps / Westborough B F 85.6 1.099 F 96.8 1.125 +11.235 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.899 Loss Time (sec): 12 Average Delay (sec/veh): 57.8 Optimal Cycle: 124 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 575 307 6 4 577 67 157 12 850 21 30 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 575 307 6 4 577 67 157 12 850 21 30 8 Added Vol: 62 103 0 0 19 0 0 0 11 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 637 410 6 4 596 67 157 12 861 21 30 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.92 0.92 0.92 0.89 0.89 0.89 0.82 0.82 0.82 PHF Volume: 757 488 7 4 651 73 176 13 966 26 37 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 757 488 7 4 651 73 176 13 966 26 37 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 757 488 7 4 651 73 176 13 966 26 37 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.92 0.92 0.94 0.94 0.73 0.95 0.95 0.94 Lanes: 2.00 1.97 0.03 1.00 1.80 0.20 1.86 0.14 2.00 0.36 0.51 0.13 Final Sat.: 3432 3480 51 1769 3132 352 3307 253 2786 640 914 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.14 0.14 0.00 0.21 0.21 0.05 0.05 0.35 0.04 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.37 0.37 0.08 0.22 0.22 0.36 0.36 0.36 0.09 0.09 0.09 Volume/Cap: 0.95 0.38 0.38 0.03 0.95 0.95 0.15 0.15 0.95 0.43 0.43 0.43 Uniform Del: 49.2 30.0 30.0 55.0 50.1 50.1 27.7 27.7 40.2 55.8 55.8 55.8 IncremntDel: 20.8 0.2 0.2 0.1 21.5 21.5 0.1 0.1 17.7 1.8 1.8 1.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 70.0 30.2 30.2 55.1 71.6 71.6 27.8 27.8 57.8 57.6 57.6 57.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.0 30.2 30.2 55.1 71.6 71.6 27.8 27.8 57.8 57.6 57.6 57.6 LOS by Move: E C C E E E C C E E E E HCM2kAvgQ: 17 7 7 0 19 19 2 2 26 3 3 3 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.788 Loss Time (sec): 12 Average Delay (sec/veh): 33.8 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 31 470 121 394 1087 29 33 25 50 213 28 365 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 470 121 394 1087 29 33 25 50 213 28 365 Added Vol: 0 99 13 18 12 0 0 0 0 -1 0 66 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 569 134 412 1099 29 33 25 50 212 28 431 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.88 0.88 0.88 0.82 0.82 0.82 0.79 0.79 0.79 PHF Volume: 34 629 148 470 1255 33 40 31 61 269 36 547 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 629 148 470 1255 33 40 31 61 269 36 547 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 629 148 470 1255 33 40 31 61 269 36 547 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.80 0.90 0.93 0.93 0.95 0.95 0.76 0.87 0.87 0.86 Lanes: 1.00 3.00 1.00 2.00 1.95 0.05 0.57 0.43 1.00 1.30 0.08 1.62 Final Sat.: 1769 5083 1521 3432 3433 91 1030 780 1442 2156 132 2659 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.10 0.14 0.37 0.37 0.04 0.04 0.04 0.12 0.27 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.04 0.21 0.51 0.24 0.41 0.41 0.13 0.13 0.13 0.30 0.30 0.30 Volume/Cap: 0.48 0.58 0.19 0.58 0.89 0.89 0.30 0.30 0.33 0.41 0.89 0.68 Uniform Del: 47.0 35.3 13.1 33.8 27.5 27.5 39.4 39.4 39.5 27.9 33.4 30.7 IncremntDel: 5.1 0.8 0.1 1.1 7.5 7.5 0.7 0.7 1.0 0.1 10.8 1.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 52.1 36.1 13.2 34.9 35.1 35.1 40.1 40.1 40.5 28.0 44.2 32.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.1 36.1 13.2 34.9 35.1 35.1 40.1 40.1 40.5 28.0 44.2 32.3 LOS by Move: D D B C D D D D D C D C HCM2kAvgQ: 1 6 2 6 19 18 2 2 2 5 17 10 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 144 Critical Vol./Cap.(X): 0.474 Loss Time (sec): 9 Average Delay (sec/veh): 26.8 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 3 0 0 1 0 2 1 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 141 947 0 7 912 154 200 0 244 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 141 947 0 7 912 154 200 0 244 0 0 0 Added Vol: 16 77 0 0 24 -14 35 0 28 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 157 1024 0 7 936 140 235 0 272 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 185 1209 0 7 952 142 265 0 306 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 1209 0 7 952 142 265 0 306 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 1209 0 7 952 142 265 0 306 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 1.00 0.93 0.87 0.87 0.88 1.00 0.88 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.61 0.39 1.46 0.00 1.54 0.00 0.00 0.00 Final Sat.: 1769 5083 0 1769 4335 648 2448 0 2563 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.24 0.00 0.00 0.22 0.22 0.11 0.00 0.12 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.22 0.61 0.00 0.07 0.46 0.46 0.25 0.00 0.25 0.00 0.00 0.00 Volume/Cap: 0.47 0.39 0.00 0.06 0.47 0.47 0.43 0.00 0.47 0.00 0.00 0.00 Uniform Del: 48.8 14.1 0.0 62.3 26.5 26.5 45.1 0.0 45.7 0.0 0.0 0.0 IncremntDel: 0.9 0.1 0.0 0.2 0.2 0.2 0.2 0.0 0.3 0.0 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 49.7 14.2 0.0 62.5 26.7 26.7 45.3 0.0 46.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.7 14.2 0.0 62.5 26.7 26.7 45.3 0.0 46.0 0.0 0.0 0.0 LOS by Move: D B A E C C D A D A A A HCM2kAvgQ: 7 10 0 0 11 11 7 0 8 0 0 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 144 Critical Vol./Cap.(X): 0.936 Loss Time (sec): 12 Average Delay (sec/veh): 60.8 Optimal Cycle: 161 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 448 597 284 208 887 76 314 659 475 366 603 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 448 597 284 208 887 76 314 659 475 366 603 148 Added Vol: 13 17 18 30 14 9 12 30 14 54 54 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 461 614 302 238 901 85 326 689 489 420 657 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 0.75 0.75 0.75 PHF Volume: 497 662 325 271 1025 97 356 752 534 562 880 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 497 662 325 271 1025 97 356 752 534 562 880 225 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 497 662 325 271 1025 97 356 752 534 562 880 225 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.81 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1560 3432 5083 1530 1769 3538 1535 3432 3538 1547 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.19 0.21 0.08 0.20 0.06 0.20 0.21 0.35 0.16 0.25 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.27 0.27 0.10 0.22 0.22 0.24 0.37 0.37 0.18 0.30 0.30 Volume/Cap: 0.94 0.70 0.78 0.78 0.94 0.29 0.82 0.57 0.94 0.94 0.82 0.48 Uniform Del: 60.2 47.4 48.7 63.1 55.5 47.3 51.4 36.1 43.6 58.6 46.7 41.0 IncremntDel: 24.2 2.3 8.9 10.5 14.4 0.5 12.0 0.6 23.0 22.2 5.3 0.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 84.4 49.7 57.6 73.6 69.9 47.8 63.5 36.7 66.6 80.8 51.9 41.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 84.4 49.7 57.6 73.6 69.9 47.8 63.5 36.7 66.6 80.8 51.9 41.8 LOS by Move: F D E E E D E D E F D D HCM2kAvgQ: 15 15 15 8 20 4 17 14 27 16 21 8 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.739 Loss Time (sec): 12 Average Delay (sec/veh): 36.9 Optimal Cycle: 68 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 897 119 190 1427 77 151 63 45 110 63 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 897 119 190 1427 77 151 63 45 110 63 197 Added Vol: 0 15 0 0 82 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 912 119 190 1509 77 151 63 45 110 63 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.95 0.95 0.95 0.83 0.83 0.83 0.93 0.93 0.93 PHF Volume: 82 1191 155 201 1593 81 182 76 54 119 68 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 1191 155 201 1593 81 182 76 54 119 68 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1191 155 201 1593 81 182 76 54 119 68 213 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.87 0.93 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.81 Lanes: 1.00 2.65 0.35 1.00 2.85 0.15 0.71 0.29 1.00 0.64 0.36 1.00 Final Sat.: 1769 4416 576 1769 4801 245 1269 530 1510 1147 657 1534 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.27 0.27 0.11 0.33 0.33 0.14 0.14 0.04 0.10 0.10 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.36 0.36 0.15 0.45 0.45 0.19 0.19 0.19 0.19 0.19 0.19 Volume/Cap: 0.73 0.74 0.74 0.74 0.73 0.73 0.74 0.74 0.19 0.55 0.55 0.74 Uniform Del: 55.2 33.1 33.1 48.5 26.7 26.7 45.5 45.5 40.4 44.2 44.2 46.0 IncremntDel: 21.4 1.6 1.6 10.3 1.2 1.2 8.1 8.1 0.3 2.0 2.0 9.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.6 34.8 34.8 58.8 27.9 27.9 53.6 53.6 40.7 46.1 46.1 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.6 34.8 34.8 58.8 27.9 27.9 53.6 53.6 40.7 46.1 46.1 55.7 LOS by Move: E C C E C C D D D D D E HCM2kAvgQ: 5 17 17 9 19 19 10 10 2 7 7 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 7-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.521 Loss Time (sec): 0 Average Delay (sec/veh): 14.1 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 273 19 161 334 1 4 2 2 50 2 192 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 273 19 161 334 1 4 2 2 50 2 192 Added Vol: 0 86 7 0 25 0 0 0 0 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 359 26 161 359 1 4 2 2 52 2 192 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.93 0.93 0.93 0.67 0.67 0.67 0.77 0.77 0.77 PHF Volume: 4 443 32 174 388 1 6 3 3 67 3 249 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 443 32 174 388 1 6 3 3 67 3 249 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 443 32 174 388 1 6 3 3 67 3 249 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.02 1.85 0.13 0.61 1.38 0.01 0.50 0.25 0.25 0.96 0.04 1.00 Final Sat.: 9 1031 75 334 772 2 216 108 108 443 17 546 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.43 0.43 0.43 0.52 0.50 0.50 0.03 0.03 0.03 0.15 0.15 0.46 Crit Moves: **** **** **** **** Delay/Veh: 13.6 13.5 13.3 15.9 15.0 14.7 10.8 10.8 10.8 11.4 11.4 13.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.6 13.5 13.3 15.9 15.0 14.7 10.8 10.8 10.8 11.4 11.4 13.8 LOS by Move: B B B C B B B B B B B B ApproachDel: 13.5 15.3 10.8 13.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.5 15.3 10.8 13.2 LOS by Appr: B C B B AllWayAvgQ: 0.7 0.7 0.7 1.0 0.9 0.9 0.0 0.0 0.0 0.2 0.2 0.7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.683 Loss Time (sec): 12 Average Delay (sec/veh): 33.0 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 64 402 138 38 326 76 86 215 81 131 174 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 402 138 38 326 76 86 215 81 131 174 51 Added Vol: 1 1 0 6 3 0 0 14 5 0 2 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 65 403 138 44 329 76 86 229 86 131 176 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 0.72 0.72 0.72 0.86 0.86 0.86 PHF Volume: 72 446 153 52 392 90 120 319 120 152 204 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 446 153 52 392 90 120 319 120 152 204 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 446 153 52 392 90 120 319 120 152 204 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.82 0.93 0.98 0.79 0.93 0.94 0.93 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.73 0.27 1.00 0.77 0.23 Final Sat.: 1769 1862 1563 1769 1862 1502 1769 1295 486 1769 1379 415 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.10 0.03 0.21 0.06 0.07 0.25 0.25 0.09 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.35 0.35 0.04 0.33 0.33 0.15 0.36 0.36 0.13 0.33 0.33 Volume/Cap: 0.64 0.68 0.28 0.68 0.64 0.18 0.44 0.68 0.68 0.68 0.44 0.44 Uniform Del: 45.7 27.7 23.4 47.2 28.4 23.9 38.5 27.1 27.1 41.8 26.1 26.1 IncremntDel: 11.5 3.0 0.3 22.4 2.2 0.2 1.2 3.0 3.0 8.5 0.5 0.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 57.2 30.7 23.7 69.6 30.6 24.1 39.7 30.2 30.2 50.3 26.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.2 30.7 23.7 69.6 30.6 24.1 39.7 30.2 30.2 50.3 26.6 26.6 LOS by Move: E C C E C C D C C D C C HCM2kAvgQ: 3 13 3 3 11 2 3 11 11 6 7 7 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 9-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 2.3 Worst Case Level Of Service: C[ 16.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 301 7 7 376 0 0 0 0 62 0 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 301 7 7 376 0 0 0 0 62 0 24 Added Vol: 0 27 0 3 80 0 0 0 0 0 0 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 328 7 10 456 0 0 0 0 62 0 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.84 0.84 0.84 1.00 1.00 1.00 0.61 0.61 0.61 PHF Volume: 0 375 8 12 543 0 0 0 0 101 0 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 375 8 12 543 0 0 0 0 101 0 41 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 383 xxxx xxxxx xxxx xxxx xxxxx 674 946 191 Potent Cap.: xxxx xxxx xxxxx 1172 xxxx xxxxx xxxx xxxx xxxxx 388 260 818 Move Cap.: xxxx xxxx xxxxx 1172 xxxx xxxxx xxxx xxxx xxxxx 385 258 818 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.26 0.00 0.05 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 454 xxxxx SharedQueue: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.3 xxxxx Shrd ConDel: 7.2 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 16.5 xxxxx Shared LOS: A * * A * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 16.5 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:41 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.668 Loss Time (sec): 9 Average Delay (sec/veh): 29.3 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 1 0 0 1 0 1 1 1 0 2 0 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 76 0 372 226 888 0 0 733 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 76 0 372 226 888 0 0 733 84 Added Vol: 0 7 6 2 1 77 20 11 0 1 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 7 6 78 1 449 246 899 0 1 734 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.81 0.81 0.81 0.90 0.90 0.90 0.88 0.88 0.88 PHF Volume: 0 7 6 96 1 553 275 1004 0 1 830 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 7 6 96 1 553 275 1004 0 1 830 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 7 6 96 1 553 275 1004 0 1 830 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.92 0.91 0.81 0.81 0.81 0.93 0.93 1.00 0.88 0.88 0.87 Lanes: 0.00 0.54 0.46 0.99 0.01 2.00 1.00 2.00 0.00 0.01 1.79 0.20 Final Sat.: 0 937 803 1514 19 3067 1769 3538 0 4 2982 341 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.01 0.01 0.06 0.06 0.18 0.16 0.28 0.00 0.28 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.01 0.01 0.27 0.27 0.27 0.23 0.65 0.00 0.42 0.42 0.42 Volume/Cap: 0.00 0.67 0.67 0.23 0.23 0.67 0.67 0.44 0.00 0.67 0.67 0.67 Uniform Del: 0.0 64.0 64.0 37.0 37.0 42.3 45.3 11.1 0.0 30.6 30.6 30.6 IncremntDel: 0.0 63.2 63.2 0.0 0.0 1.8 4.2 0.1 0.0 1.3 1.3 1.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 0.0 127 127.3 37.0 37.0 44.1 49.5 11.3 0.0 31.9 31.9 31.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 127 127.3 37.0 37.0 44.1 49.5 11.3 0.0 31.9 31.9 31.9 LOS by Move: A F F D D D D B A C C C HCM2kAvgQ: 0 1 1 3 3 11 11 10 0 15 15 15 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:42 Page 11-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:42 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 11.5 Worst Case Level Of Service: F[ 99.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 622 68 45 909 0 0 0 0 158 0 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 622 68 45 909 0 0 0 0 158 0 33 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 622 68 45 909 0 0 0 0 158 0 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.71 0.71 0.71 0.92 0.92 0.92 1.00 1.00 1.00 0.75 0.75 0.75 PHF Volume: 0 872 95 49 991 0 0 0 0 212 0 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 872 95 49 991 0 0 0 0 212 0 44 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 968 xxxx xxxxx xxxx xxxx xxxxx 1514 2009 484 Potent Cap.: xxxx xxxx xxxxx 708 xxxx xxxxx xxxx xxxx xxxxx 110 58 529 Move Cap.: xxxx xxxx xxxxx 708 xxxx xxxxx xxxx xxxx xxxxx 105 54 529 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 161 149 xxxxx 230 163 xxxxx Volume/Cap: xxxx xxxx xxxx 0.07 xxxx xxxx xxxx xxxx xxxx 0.92 0.00 0.08 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 255 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.9 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 99.7 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 99.7 ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:42 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 0.639 Loss Time (sec): 6 Average Delay (sec/veh): 5.4 Optimal Cycle: 33 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 262 0 185 0 1574 1144 0 1013 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 262 0 185 0 1574 1144 0 1013 0 Added Vol: 0 0 0 8 0 0 0 4 0 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 270 0 185 0 1578 1144 0 1034 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.83 0.83 0.00 0.95 0.95 0.00 0.81 0.81 0.81 PHF Volume: 0 0 0 326 0 0 0 1654 0 0 1270 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 326 0 0 0 1654 0 0 1270 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 326 0 0 0 1654 0 0 1270 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.47 0.00 0.00 0.36 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.73 0.00 0.00 0.73 0.00 Volume/Cap: 0.00 0.00 0.00 0.64 0.00 0.00 0.00 0.64 0.00 0.00 0.49 0.00 Uniform Del: 0.0 0.0 0.0 20.0 0.0 0.0 0.0 3.4 0.0 0.0 2.8 0.0 IncremntDel: 0.0 0.0 0.0 2.7 0.0 0.0 0.0 0.5 0.0 0.0 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 22.7 0.0 0.0 0.0 3.9 0.0 0.0 3.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 22.7 0.0 0.0 0.0 3.9 0.0 0.0 3.0 0.0 LOS by Move: A A A C A A A A A A A A HCM2kAvgQ: 0 0 0 4 0 0 0 8 0 0 5 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:42 Page 13-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:42 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.125 Loss Time (sec): 12 Average Delay (sec/veh): 96.8 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 782 261 255 279 657 105 113 1070 160 146 1310 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 782 261 255 279 657 105 113 1070 160 146 1310 83 Added Vol: 0 0 8 0 0 0 0 11 0 41 62 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 782 261 263 279 657 105 113 1081 160 187 1372 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.85 0.85 0.85 0.91 0.91 0.91 0.83 0.83 0.83 PHF Volume: 907 303 305 329 775 124 124 1187 176 226 1659 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 907 303 305 329 775 124 124 1187 176 226 1659 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 907 303 305 329 775 124 124 1187 176 226 1659 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.88 0.88 0.93 0.93 0.83 0.93 0.91 0.91 0.93 0.93 0.82 Lanes: 2.43 0.78 0.79 1.00 2.00 1.00 1.00 1.74 0.26 1.00 2.00 1.00 Final Sat.: 3918 1308 1318 1769 3538 1583 1769 3022 447 1769 3538 1562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.23 0.19 0.22 0.08 0.07 0.39 0.39 0.13 0.47 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.19 0.19 0.19 0.06 0.36 0.36 0.12 0.42 0.61 Volume/Cap: 1.12 1.12 1.12 0.96 1.12 0.40 1.12 1.09 1.09 1.09 1.12 0.11 Uniform Del: 39.7 39.7 39.7 39.8 40.3 35.2 46.9 31.9 31.9 44.1 29.2 8.1 IncremntDel: 66.3 66.3 66.3 36.7 73.9 0.9 123.1 52.0 52.0 87.1 65.5 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 106.0 106 106.0 76.5 114 36.0 170.0 83.9 83.9 131.2 94.6 8.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 106.0 106 106.0 76.5 114 36.0 170.0 83.9 83.9 131.2 94.6 8.1 LOS by Move: F F F E F D F F F F F A HCM2kAvgQ: 22 22 22 15 22 4 8 34 34 13 42 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM Thu Apr 13, 2017 11:39:42 Page 14-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:06 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Ex + Project PM Command: Ex + Project PM Volume: Existing PM Geometry: Existing PM Impact Fee: Default Impact Fee Trip Generation: Project PM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Ex + ProjectPM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd E 58.9 0.910 F 87.3 1.010 +28.358 D/V # 2 El Camino Real / McLellan Dr D 35.0 0.625 D 36.7 0.701 + 1.655 D/V # 3 El Camino Real / Arroyo Dr C 20.5 0.427 C 24.0 0.581 + 3.483 D/V # 4 El Camino Real / Chestnut Ave D 52.4 0.779 E 58.0 0.872 + 5.610 D/V # 5 El Camino Real / W. Orange Ave D 40.7 0.853 D 40.9 0.874 + 0.222 D/V # 6 Mission Rd / Grand Ave B 13.0 0.491 B 14.7 0.585 + 0.094 V/C # 7 Grand Ave / Chestnut Ave C 31.2 0.609 C 31.9 0.635 + 0.680 D/V # 8 Mission Rd / Oak Ave B 11.8 0.065 B 12.7 0.076 + 0.979 D/V # 9 Mission Rd / Chestnut Ave C 26.4 0.598 C 29.2 0.681 + 2.832 D/V # 10 Juniperro Serra Blvd / Arroyo E 39.2 0.499 E 39.2 0.499 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B A 9.8 0.757 B 10.5 0.782 + 0.738 D/V # 12 I-280 NB Ramps / Westborough B D 54.9 0.988 E 65.4 1.009 +10.531 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.010 Loss Time (sec): 12 Average Delay (sec/veh): 87.3 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1112 751 19 8 469 115 183 17 574 10 16 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1112 751 19 8 469 115 183 17 574 10 16 2 Added Vol: 70 117 0 0 118 0 0 0 71 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1182 868 19 8 587 115 183 17 645 10 16 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 0.78 0.78 0.78 PHF Volume: 1292 949 21 9 631 124 217 20 763 13 21 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1292 949 21 9 631 124 217 20 763 13 21 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1292 949 21 9 631 124 217 20 763 13 21 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.91 0.90 0.94 0.94 0.73 0.95 0.95 0.95 Lanes: 2.00 1.96 0.04 1.00 1.67 0.33 1.83 0.17 2.00 0.36 0.57 0.07 Final Sat.: 3432 3452 76 1769 2880 564 3258 303 2786 646 1034 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.38 0.27 0.27 0.00 0.22 0.22 0.07 0.07 0.27 0.02 0.02 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.33 0.45 0.45 0.07 0.19 0.19 0.24 0.24 0.24 0.12 0.12 0.12 Volume/Cap: 1.14 0.60 0.60 0.07 1.14 1.14 0.28 0.28 1.14 0.17 0.17 0.17 Uniform Del: 33.5 20.5 20.5 43.8 40.4 40.4 31.0 31.0 38.0 39.5 39.5 39.5 IncremntDel: 75.6 0.7 0.7 0.3 81.9 81.9 0.2 0.2 81.7 0.4 0.4 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 109.1 21.2 21.2 44.1 122 122.3 31.2 31.2 119.8 39.9 39.9 39.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 109.1 21.2 21.2 44.1 122 122.3 31.2 31.2 119.8 39.9 39.9 39.9 LOS by Move: F C C D F F C C F D D D HCM2kAvgQ: 31 11 11 0 22 22 3 3 24 1 1 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.701 Loss Time (sec): 12 Average Delay (sec/veh): 36.7 Optimal Cycle: 63 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 1186 185 227 651 48 26 21 50 217 27 411 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 1186 185 227 651 48 26 21 50 217 27 411 Added Vol: 0 149 26 68 121 0 0 0 0 13 0 38 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 42 1335 211 295 772 48 26 21 50 230 27 449 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.88 0.88 0.88 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 44 1383 219 335 877 55 28 23 54 249 29 485 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 1383 219 335 877 55 28 23 54 249 29 485 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 1383 219 335 877 55 28 23 54 249 29 485 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.72 0.90 0.92 0.92 0.95 0.95 0.78 0.87 0.87 0.87 Lanes: 1.00 3.00 1.00 2.00 1.88 0.12 0.55 0.45 1.00 1.31 0.07 1.62 Final Sat.: 1769 5083 1377 3432 3300 205 1002 809 1482 2178 122 2672 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.27 0.16 0.10 0.27 0.27 0.03 0.03 0.04 0.11 0.24 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.36 0.68 0.13 0.44 0.44 0.10 0.10 0.10 0.32 0.32 0.32 Volume/Cap: 0.48 0.75 0.23 0.75 0.60 0.60 0.28 0.28 0.36 0.36 0.75 0.57 Uniform Del: 60.0 36.5 8.0 54.6 27.8 27.8 54.2 54.2 54.6 34.2 39.8 37.0 IncremntDel: 4.0 1.8 0.1 7.2 0.7 0.7 0.8 0.8 1.5 0.1 3.3 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 64.1 38.3 8.1 61.7 28.5 28.5 55.0 55.0 56.1 34.3 43.1 37.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.1 38.3 8.1 61.7 28.5 28.5 55.0 55.0 56.1 34.3 43.1 37.6 LOS by Move: E D A E C C D D E C D D HCM2kAvgQ: 2 18 3 6 14 14 2 2 2 6 15 10 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.581 Loss Time (sec): 9 Average Delay (sec/veh): 24.0 Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 3 0 0 1 0 2 1 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 173 1225 0 1 926 260 110 0 157 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1225 0 1 926 260 110 0 157 0 0 0 Added Vol: 200 183 0 0 37 97 -8 0 -6 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 373 1408 0 1 963 357 102 0 151 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 389 1467 0 1 984 365 115 0 170 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 389 1467 0 1 984 365 115 0 170 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 389 1467 0 1 984 365 115 0 170 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 1.00 0.93 0.86 0.85 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.18 0.82 1.40 0.00 1.60 0.00 0.00 0.00 Final Sat.: 1769 5083 0 1769 3551 1316 2326 0 2632 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.29 0.00 0.00 0.28 0.28 0.05 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.37 0.76 0.00 0.07 0.46 0.46 0.11 0.00 0.11 0.00 0.00 0.00 Volume/Cap: 0.60 0.38 0.00 0.01 0.60 0.60 0.46 0.00 0.60 0.00 0.00 0.00 Uniform Del: 38.4 6.0 0.0 64.9 29.8 29.8 62.8 0.0 63.8 0.0 0.0 0.0 IncremntDel: 1.5 0.1 0.0 0.0 0.4 0.4 0.5 0.0 2.1 0.0 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 39.9 6.1 0.0 64.9 30.2 30.2 63.3 0.0 65.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 6.1 0.0 64.9 30.2 30.2 63.3 0.0 65.9 0.0 0.0 0.0 LOS by Move: D A A E C C E A E A A A HCM2kAvgQ: 15 8 0 0 16 16 4 0 6 0 0 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.872 Loss Time (sec): 12 Average Delay (sec/veh): 58.0 Optimal Cycle: 115 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1057 407 207 734 188 176 534 355 300 647 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 728 1057 407 207 734 188 176 534 355 300 647 184 Added Vol: 6 53 38 36 -3 -2 98 87 64 33 35 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 734 1110 445 243 731 186 274 621 419 333 682 224 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 760 1149 461 251 756 192 302 685 462 351 719 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 760 1149 461 251 756 192 302 685 462 351 719 236 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 760 1149 461 251 756 192 302 685 462 351 719 236 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.79 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1562 3432 5083 1500 1769 3538 1534 3432 3538 1536 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.32 0.29 0.07 0.15 0.13 0.17 0.19 0.30 0.10 0.20 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.27 0.37 0.37 0.08 0.18 0.18 0.21 0.35 0.35 0.12 0.25 0.25 Volume/Cap: 0.81 0.87 0.79 0.87 0.81 0.70 0.81 0.56 0.87 0.87 0.81 0.61 Uniform Del: 50.9 43.7 41.9 67.9 58.7 57.4 56.2 39.8 45.9 65.1 52.7 49.6 IncremntDel: 5.4 6.6 7.3 23.8 5.4 7.7 12.2 0.6 14.6 18.3 5.5 2.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 56.3 50.3 49.1 91.7 64.1 65.1 68.4 40.4 60.5 83.4 58.2 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 50.3 49.1 91.7 64.1 65.1 68.4 40.4 60.5 83.4 58.2 52.5 LOS by Move: E D D F E E E D E F E D HCM2kAvgQ: 19 28 20 8 14 9 15 13 22 11 18 10 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.874 Loss Time (sec): 12 Average Delay (sec/veh): 40.9 Optimal Cycle: 117 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 1758 164 192 1117 54 82 68 35 137 56 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 1758 164 192 1117 54 82 68 35 137 56 210 Added Vol: 0 95 0 0 93 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 1853 164 192 1210 54 82 68 35 137 56 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.92 0.92 0.92 0.93 0.93 0.93 0.84 0.84 0.84 PHF Volume: 36 1995 177 208 1311 59 89 74 38 163 67 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1995 177 208 1311 59 89 74 38 163 67 250 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1995 177 208 1311 59 89 74 38 163 67 250 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.93 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.80 Lanes: 1.00 2.76 0.24 1.00 2.87 0.13 0.55 0.45 1.00 0.71 0.29 1.00 Final Sat.: 1769 4614 408 1769 4835 216 990 821 1510 1277 522 1516 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.43 0.43 0.12 0.27 0.27 0.09 0.09 0.03 0.13 0.13 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.49 0.49 0.13 0.57 0.57 0.10 0.10 0.10 0.19 0.19 0.19 Volume/Cap: 0.36 0.87 0.87 0.87 0.47 0.47 0.87 0.87 0.24 0.68 0.68 0.87 Uniform Del: 68.2 33.8 33.8 63.7 18.8 18.8 66.4 66.4 62.0 56.6 56.6 59.1 IncremntDel: 2.2 3.8 3.8 28.1 0.1 0.1 33.8 33.8 0.8 5.4 5.4 24.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 70.3 37.5 37.5 91.8 18.9 18.9 100.1 100 62.8 62.0 62.0 83.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.3 37.5 37.5 91.8 18.9 18.9 100.1 100 62.8 62.0 62.0 83.6 LOS by Move: E D D F B B F F E E E F HCM2kAvgQ: 2 35 35 12 13 13 10 10 2 11 11 14 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 7-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.585 Loss Time (sec): 0 Average Delay (sec/veh): 14.7 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 268 45 209 318 2 2 2 3 34 3 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 268 45 209 318 2 2 2 3 34 3 204 Added Vol: 0 49 4 0 93 0 0 0 0 7 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 317 49 209 411 2 2 2 3 41 3 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.97 0.97 0.97 0.44 0.44 0.44 0.78 0.78 0.78 PHF Volume: 5 343 53 215 423 2 5 5 7 52 4 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 343 53 215 423 2 5 5 7 52 4 261 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 343 53 215 423 2 5 5 7 52 4 261 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.03 1.71 0.26 0.67 1.32 0.01 0.28 0.29 0.43 0.93 0.07 1.00 Final Sat.: 15 937 147 368 752 4 127 127 190 429 31 546 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.37 0.37 0.36 0.59 0.56 0.55 0.04 0.04 0.04 0.12 0.12 0.48 Crit Moves: **** **** **** **** Delay/Veh: 12.8 12.6 12.3 17.6 16.3 15.9 10.6 10.6 10.6 11.2 11.2 14.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.8 12.6 12.3 17.6 16.3 15.9 10.6 10.6 10.6 11.2 11.2 14.2 LOS by Move: B B B C C C B B B B B B ApproachDel: 12.5 16.8 10.6 13.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.5 16.8 10.6 13.6 LOS by Appr: B C B B AllWayAvgQ: 0.5 0.5 0.5 1.3 1.1 1.1 0.0 0.0 0.0 0.1 0.1 0.8 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.635 Loss Time (sec): 12 Average Delay (sec/veh): 31.9 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 126 336 107 48 358 77 52 187 59 119 207 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 336 107 48 358 77 52 187 59 119 207 57 Added Vol: 6 3 0 4 2 0 0 20 7 0 17 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 132 339 107 52 360 77 52 207 66 119 224 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.91 0.91 0.91 0.84 0.84 0.84 0.80 0.80 0.80 PHF Volume: 141 362 114 57 396 85 62 247 79 149 281 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 141 362 114 57 396 85 62 247 79 149 281 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 141 362 114 57 396 85 62 247 79 149 281 80 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.81 0.93 0.98 0.83 0.93 0.94 0.94 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 0.24 1.00 0.78 0.22 Final Sat.: 1769 1862 1540 1769 1862 1570 1769 1358 433 1769 1397 399 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.19 0.07 0.03 0.21 0.05 0.04 0.18 0.18 0.08 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.38 0.38 0.08 0.34 0.34 0.07 0.29 0.29 0.13 0.35 0.35 Volume/Cap: 0.64 0.51 0.19 0.41 0.64 0.16 0.50 0.64 0.64 0.64 0.57 0.57 Uniform Del: 41.6 23.7 20.6 43.9 28.1 23.4 44.9 31.1 31.1 41.1 26.5 26.5 IncremntDel: 5.9 0.6 0.2 2.0 2.2 0.1 3.3 2.6 2.6 5.6 1.3 1.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.5 24.3 20.8 45.9 30.2 23.5 48.2 33.7 33.7 46.7 27.8 27.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.5 24.3 20.8 45.9 30.2 23.5 48.2 33.7 33.7 46.7 27.8 27.8 LOS by Move: D C C D C C D C C D C C HCM2kAvgQ: 5 9 2 2 11 2 2 9 9 5 9 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 9-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:11 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 12.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1 288 9 14 352 0 0 0 0 41 0 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 288 9 14 352 0 0 0 0 41 0 17 Added Vol: 0 82 0 2 55 0 0 0 0 0 0 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 370 9 16 407 0 0 0 0 41 0 21 User Adj: 0.88 0.88 0.88 0.84 0.84 0.84 0.00 0.00 0.00 0.61 0.61 0.61 PHF Adj: 0.90 0.90 0.90 0.87 0.87 0.87 1.00 1.00 1.00 0.76 0.76 0.76 PHF Volume: 1 361 9 15 393 0 0 0 0 33 0 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 361 9 15 393 0 0 0 0 33 0 17 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 393 xxxx xxxxx 369 xxxx xxxxx xxxx xxxx xxxxx 594 790 185 Potent Cap.: 1163 xxxx xxxxx 1186 xxxx xxxxx xxxx xxxx xxxxx 436 321 826 Move Cap.: 1163 xxxx xxxxx 1186 xxxx xxxxx xxxx xxxx xxxxx 432 316 826 Volume/Cap: 0.00 xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.08 0.00 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.1 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 515 xxxxx SharedQueue: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.3 xxxxx Shrd ConDel: 8.1 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 12.7 xxxxx Shared LOS: A * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 12.7 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.681 Loss Time (sec): 9 Average Delay (sec/veh): 29.2 Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 1 0 0 1 0 1 1 1 0 2 0 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 72 0 304 300 793 0 0 696 81 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 72 0 304 300 793 0 0 696 81 Added Vol: 0 3 3 1 7 47 77 23 0 6 15 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 3 3 73 7 351 377 816 0 6 711 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.87 0.87 0.87 0.96 0.96 0.96 0.88 0.88 0.88 PHF Volume: 0 3 3 84 8 403 395 854 0 7 809 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3 3 84 8 403 395 854 0 7 809 94 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 3 3 84 8 403 395 854 0 7 809 94 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.90 0.81 0.81 0.81 0.93 0.93 1.00 0.87 0.87 0.87 Lanes: 0.00 0.50 0.50 0.91 0.09 2.00 1.00 2.00 0.00 0.01 1.78 0.21 Final Sat.: 0 863 863 1406 135 3081 1769 3538 0 25 2930 342 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.06 0.13 0.22 0.24 0.00 0.28 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.01 0.01 0.19 0.19 0.19 0.33 0.73 0.00 0.41 0.41 0.41 Volume/Cap: 0.00 0.68 0.68 0.31 0.31 0.68 0.68 0.33 0.00 0.68 0.68 0.68 Uniform Del: 0.0 64.6 64.6 45.1 45.1 48.8 37.8 6.1 0.0 31.8 31.8 31.8 IncremntDel: 0.0 121 121.1 0.1 0.1 2.6 3.3 0.1 0.0 1.5 1.5 1.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 0.0 186 185.7 45.2 45.2 51.4 41.1 6.2 0.0 33.2 33.2 33.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 186 185.7 45.2 45.2 51.4 41.1 6.2 0.0 33.2 33.2 33.2 LOS by Move: A F F D D D D A A C C C HCM2kAvgQ: 0 1 1 3 3 9 14 6 0 15 15 15 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 11-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 3.8 Worst Case Level Of Service: E[ 39.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 893 169 43 455 0 0 0 0 108 0 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 893 169 43 455 0 0 0 0 108 0 62 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 893 169 43 455 0 0 0 0 108 0 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 1.00 1.00 1.00 0.99 0.99 0.99 PHF Volume: 0 992 188 51 544 0 0 0 0 109 0 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 992 188 51 544 0 0 0 0 109 0 63 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1180 xxxx xxxxx xxxx xxxx xxxxx 1461 1733 590 Potent Cap.: xxxx xxxx xxxxx 588 xxxx xxxxx xxxx xxxx xxxxx 120 87 451 Move Cap.: xxxx xxxx xxxxx 588 xxxx xxxxx xxxx xxxx xxxxx 112 79 451 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 237 156 xxxxx 219 192 xxxxx Volume/Cap: xxxx xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx 0.50 0.00 0.14 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 270 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 39.2 xxxxx Shared LOS: * * * * * * * * * * E * ApproachDel: xxxxxx xxxxxx xxxxxx 39.2 ApproachLOS: * * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 0.782 Loss Time (sec): 6 Average Delay (sec/veh): 10.5 Optimal Cycle: 46 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 595 0 710 0 854 566 0 1616 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 595 0 710 0 854 566 0 1616 0 Added Vol: 0 0 0 47 0 0 0 24 0 0 23 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 642 0 710 0 878 566 0 1639 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.92 0.92 0.00 0.95 0.95 0.00 0.96 0.96 0.96 PHF Volume: 0 0 0 701 0 0 0 922 0 0 1713 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 701 0 0 0 922 0 0 1713 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 701 0 0 0 922 0 0 1713 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.26 0.00 0.00 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.26 0.00 0.00 0.00 0.62 0.00 0.00 0.62 0.00 Volume/Cap: 0.00 0.00 0.00 0.78 0.00 0.00 0.00 0.42 0.00 0.00 0.78 0.00 Uniform Del: 0.0 0.0 0.0 17.2 0.0 0.0 0.0 4.9 0.0 0.0 7.0 0.0 IncremntDel: 0.0 0.0 0.0 4.5 0.0 0.0 0.0 0.1 0.0 0.0 1.9 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 21.7 0.0 0.0 0.0 5.0 0.0 0.0 8.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 21.7 0.0 0.0 0.0 5.0 0.0 0.0 8.9 0.0 LOS by Move: A A A C A A A A A A A A HCM2kAvgQ: 0 0 0 8 0 0 0 4 0 0 13 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 13-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.009 Loss Time (sec): 12 Average Delay (sec/veh): 65.4 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 982 683 196 142 241 121 174 834 203 203 1216 218 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 982 683 196 142 241 121 174 834 203 203 1216 218 Added Vol: 0 0 47 0 0 0 0 71 0 47 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 982 683 243 142 241 121 174 905 203 250 1286 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.80 0.80 0.80 0.96 0.96 0.96 0.91 0.91 0.91 PHF Volume: 1010 703 250 178 302 152 182 946 212 276 1418 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1010 703 250 178 302 152 182 946 212 276 1418 240 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1010 703 250 178 302 152 182 946 212 276 1418 240 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.89 0.89 0.93 0.93 0.83 0.93 0.91 0.91 0.93 0.93 0.83 Lanes: 2.09 1.41 0.50 1.00 2.00 1.00 1.00 1.63 0.37 1.00 2.00 1.00 Final Sat.: 3428 2385 848 1769 3538 1583 1769 2812 631 1769 3538 1580 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.29 0.29 0.10 0.09 0.10 0.10 0.34 0.34 0.16 0.40 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.29 0.29 0.10 0.10 0.10 0.10 0.33 0.33 0.15 0.39 0.49 Volume/Cap: 1.01 1.01 1.01 1.01 0.86 0.96 1.03 1.01 1.01 1.01 1.03 0.31 Uniform Del: 35.4 35.4 35.4 45.0 44.3 44.8 45.0 33.3 33.3 42.3 30.6 15.4 IncremntDel: 22.5 22.5 22.5 70.0 18.2 59.6 76.4 28.7 28.7 56.6 32.9 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 57.9 57.9 57.9 115.0 62.5 104.4 121.5 62.0 62.0 98.9 63.5 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 57.9 57.9 115.0 62.5 104.4 121.5 62.0 62.0 98.9 63.5 15.7 LOS by Move: E E E F E F F E E F E B HCM2kAvgQ: 23 23 23 10 7 8 10 26 26 14 32 4 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM Thu Apr 13, 2017 11:40:12 Page 14-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Cumulative Traffic Conditions Analysis Cumulative AM Thu Apr 13, 2017 13:53:14 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Cumulative AM Command: Cumulative AM Volume: Cumulative AM Geometry: Ex w/ Extension PM Impact Fee: Default Impact Fee Trip Generation: None Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Cumulative AM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd F 176.5 1.259 F 176.5 1.259 + 0.000 D/V # 2 El Camino Real / McLellan Dr E 62.8 1.032 E 62.8 1.032 + 0.000 D/V # 3 El Camino Real / Arroyo Dr D 37.7 0.749 D 37.7 0.749 + 0.000 D/V # 4 El Camino Real / Chestnut Ave F 127.4 1.251 F 127.4 1.251 + 0.000 D/V # 5 El Camino Real / W. Orange Ave E 72.6 1.017 E 72.6 1.017 + 0.000 D/V # 6 Mission Rd / Grand Ave C 22.4 0.766 C 22.4 0.766 + 0.000 V/C # 7 Grand Ave / Chestnut Ave D 49.7 0.934 D 49.7 0.934 + 0.000 D/V # 8 Mission Rd / Oak Ave D 30.8 0.504 D 30.8 0.504 + 0.000 D/V # 9 Mission Rd / Chestnut Ave C 27.6 0.761 C 27.6 0.761 + 0.000 D/V # 10 Juniperro Serra Blvd / Arroyo F 674.1 2.190 F 674.1 2.190 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B B 10.6 0.897 B 10.6 0.897 + 0.000 D/V # 12 I-280 NB Ramps / Westborough B F 265.1 1.552 F 265.1 1.552 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.259 Loss Time (sec): 12 Average Delay (sec/veh): 176.5 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 575 307 6 4 577 67 157 12 850 21 30 8 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 812 434 8 6 815 95 222 17 1201 30 42 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 812 434 8 6 815 95 222 17 1201 30 42 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.92 0.92 0.92 0.89 0.89 0.89 0.82 0.82 0.82 PHF Volume: 966 516 10 6 891 103 249 19 1348 36 52 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 966 516 10 6 891 103 249 19 1348 36 52 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 966 516 10 6 891 103 249 19 1348 36 52 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.92 0.92 0.94 0.94 0.73 0.95 0.95 0.94 Lanes: 2.00 1.96 0.04 1.00 1.79 0.21 1.86 0.14 2.00 0.36 0.51 0.13 Final Sat.: 3432 3460 68 1769 3119 362 3307 253 2786 640 914 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.28 0.15 0.15 0.00 0.29 0.29 0.08 0.08 0.48 0.06 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.32 0.32 0.09 0.21 0.21 0.35 0.35 0.35 0.12 0.12 0.12 Volume/Cap: 1.38 0.46 0.46 0.04 1.38 1.38 0.22 0.22 1.38 0.47 0.47 0.47 Uniform Del: 39.8 26.9 26.9 41.8 39.7 39.7 22.9 22.9 32.5 41.0 41.0 41.0 IncremntDel:181.2 0.3 0.3 0.1 181 181.0 0.1 0.1 178.8 1.6 1.6 1.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 221.1 27.2 27.2 42.0 221 220.7 22.9 22.9 211.3 42.7 42.7 42.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 221.1 27.2 27.2 42.0 221 220.7 22.9 22.9 211.3 42.7 42.7 42.7 LOS by Move: F C C D F F C C F D D D HCM2kAvgQ: 32 6 6 0 36 36 3 3 51 3 3 3 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 1.032 Loss Time (sec): 12 Average Delay (sec/veh): 62.8 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 31 470 121 394 1087 29 33 25 50 213 28 365 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 44 664 171 557 1536 41 47 35 71 301 40 516 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 664 171 557 1536 41 47 35 71 301 40 516 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.88 0.88 0.88 0.82 0.82 0.82 0.79 0.79 0.79 PHF Volume: 48 735 189 636 1753 47 57 43 86 382 50 654 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 735 189 636 1753 47 57 43 86 382 50 654 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 735 189 636 1753 47 57 43 86 382 50 654 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.79 0.90 0.93 0.93 0.95 0.95 0.74 0.88 0.88 0.87 Lanes: 1.00 3.00 1.00 2.00 1.95 0.05 0.57 0.43 1.00 1.33 0.09 1.58 Final Sat.: 1769 5083 1502 3432 3432 92 1030 780 1407 2223 146 2607 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.13 0.19 0.51 0.51 0.06 0.06 0.06 0.17 0.34 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.03 0.22 0.53 0.28 0.46 0.46 0.10 0.10 0.10 0.31 0.31 0.31 Volume/Cap: 0.89 0.67 0.24 0.67 1.10 1.10 0.55 0.55 0.61 0.55 1.10 0.80 Uniform Del: 62.8 46.6 16.5 41.5 34.8 34.8 55.7 55.7 56.1 37.2 44.7 41.1 IncremntDel: 82.7 1.6 0.2 1.8 54.5 54.5 3.7 3.7 7.8 0.3 59.6 3.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 145.5 48.1 16.6 43.3 89.3 89.3 59.4 59.4 63.9 37.5 104 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 145.5 48.1 16.6 43.3 89.3 89.3 59.4 59.4 63.9 37.5 104 44.7 LOS by Move: F D B D F F E E E D F D HCM2kAvgQ: 2 10 4 11 46 46 5 5 4 10 33 17 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.749 Loss Time (sec): 9 Average Delay (sec/veh): 37.7 Optimal Cycle: 63 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1! 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 139 934 35 18 894 154 200 3 241 71 2 13 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 196 1320 49 25 1263 218 283 4 341 100 3 18 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 196 1320 49 25 1263 218 283 4 341 100 3 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 232 1558 58 26 1285 221 318 5 383 100 3 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 1558 58 26 1285 221 318 5 383 100 3 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 1558 58 26 1285 221 318 5 383 100 3 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.89 0.93 0.87 0.87 0.88 0.88 0.88 0.93 0.85 0.84 Lanes: 1.00 2.89 0.11 1.00 2.56 0.44 1.45 0.01 1.54 1.00 0.13 0.87 Final Sat.: 1769 4875 183 1769 4238 730 2421 22 2567 1769 214 1390 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.32 0.32 0.01 0.30 0.30 0.13 0.21 0.15 0.06 0.01 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.54 0.54 0.04 0.40 0.40 0.28 0.28 0.28 0.08 0.08 0.08 Volume/Cap: 0.75 0.60 0.60 0.33 0.75 0.75 0.46 0.75 0.53 0.75 0.17 0.17 Uniform Del: 58.7 23.8 23.8 69.5 38.1 38.1 44.2 48.8 45.2 67.9 64.9 64.9 IncremntDel: 9.7 0.4 0.4 2.4 1.6 1.6 0.2 3.4 0.4 20.6 0.7 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 68.5 24.2 24.2 71.9 39.7 39.7 44.4 52.2 45.5 88.6 65.6 65.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.5 24.2 24.2 71.9 39.7 39.7 44.4 52.2 45.5 88.6 65.6 65.6 LOS by Move: E C C E D D D D D F E E HCM2kAvgQ: 12 18 18 1 20 20 8 16 10 6 1 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.251 Loss Time (sec): 12 Average Delay (sec/veh): 127.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 448 597 284 187 922 112 349 624 475 331 567 133 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 633 844 401 264 1303 158 493 882 671 468 801 188 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 633 844 401 264 1303 158 493 882 671 468 801 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 0.75 0.75 0.75 PHF Volume: 682 909 432 301 1482 180 538 963 733 626 1073 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 682 909 432 301 1482 180 538 963 733 626 1073 252 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 682 909 432 301 1482 180 538 963 733 626 1073 252 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.80 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1559 3432 5083 1529 1769 3538 1534 3432 3538 1546 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.26 0.28 0.09 0.29 0.12 0.30 0.27 0.48 0.18 0.30 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.30 0.30 0.09 0.23 0.23 0.26 0.38 0.38 0.15 0.26 0.26 Volume/Cap: 1.25 0.86 0.93 0.93 1.25 0.51 1.15 0.71 1.25 1.25 1.15 0.62 Uniform Del: 63.1 49.7 51.1 67.5 57.5 50.0 55.2 39.3 46.3 64.1 55.2 48.6 IncremntDel:127.3 7.4 25.5 32.6 120 1.2 90.0 1.8 126.4 128.5 80.3 2.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 190.4 57.2 76.6 100.0 177 51.2 145.2 41.2 172.8 192.6 136 51.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 190.4 57.2 76.6 100.0 177 51.2 145.2 41.2 172.8 192.6 136 51.5 LOS by Move: F E E F F D F D F F F D HCM2kAvgQ: 27 23 23 10 40 7 36 20 53 25 38 11 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.017 Loss Time (sec): 12 Average Delay (sec/veh): 72.6 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 897 119 190 1427 77 151 63 45 110 63 197 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 89 1267 168 268 2016 109 213 89 64 155 89 278 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 1267 168 268 2016 109 213 89 64 155 89 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.95 0.95 0.95 0.83 0.83 0.83 0.93 0.93 0.93 PHF Volume: 116 1655 220 283 2129 115 257 107 77 168 96 301 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 1655 220 283 2129 115 257 107 77 168 96 301 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 1655 220 283 2129 115 257 107 77 168 96 301 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.87 0.93 0.88 0.88 0.95 0.95 0.79 0.95 0.95 0.80 Lanes: 1.00 2.65 0.35 1.00 2.85 0.15 0.71 0.29 1.00 0.64 0.36 1.00 Final Sat.: 1769 4402 584 1769 4783 258 1269 530 1497 1147 657 1527 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.38 0.38 0.16 0.45 0.45 0.20 0.20 0.05 0.15 0.15 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.37 0.37 0.16 0.46 0.46 0.20 0.20 0.20 0.19 0.19 0.19 Volume/Cap: 0.97 1.02 1.02 1.02 0.97 0.97 1.02 1.02 0.26 0.76 0.76 1.02 Uniform Del: 69.8 47.3 47.3 63.2 39.5 39.5 60.1 60.1 50.7 57.1 57.1 60.5 IncremntDel: 72.3 25.3 25.3 58.3 12.3 12.3 52.0 52.0 0.5 9.1 9.1 56.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 142.0 72.6 72.6 121.5 51.8 51.8 112.0 112 51.2 66.2 66.2 117.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 142.0 72.6 72.6 121.5 51.8 51.8 112.0 112 51.2 66.2 66.2 117.2 LOS by Move: F E E F D D F F D E E F HCM2kAvgQ: 8 39 38 18 42 42 22 22 3 13 13 19 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 7-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.766 Loss Time (sec): 0 Average Delay (sec/veh): 22.4 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 273 19 161 334 1 4 2 2 50 2 192 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 4 386 27 227 472 1 6 3 3 71 3 271 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 386 27 227 472 1 6 3 3 71 3 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.93 0.93 0.93 0.67 0.67 0.67 0.77 0.77 0.77 PHF Volume: 5 476 33 246 510 2 8 4 4 92 4 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 476 33 246 510 2 8 4 4 92 4 351 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 476 33 246 510 2 8 4 4 92 4 351 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.02 1.85 0.13 0.65 1.34 0.01 0.50 0.25 0.25 0.96 0.04 1.00 Final Sat.: 10 910 64 321 688 2 197 98 98 415 17 511 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.53 0.52 0.52 0.77 0.74 0.73 0.04 0.04 0.04 0.22 0.22 0.69 Crit Moves: **** **** **** **** Delay/Veh: 17.4 17.2 17.0 29.2 26.6 25.6 11.9 11.9 11.9 12.9 12.9 22.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.4 17.2 17.0 29.2 26.6 25.6 11.9 11.9 11.9 12.9 12.9 22.5 LOS by Move: C C C D D D B B B B B C ApproachDel: 17.2 27.4 11.9 20.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 17.2 27.4 11.9 20.4 LOS by Appr: C D B C AllWayAvgQ: 1.0 1.0 1.0 2.7 2.3 2.3 0.0 0.0 0.0 0.3 0.3 1.8 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.934 Loss Time (sec): 12 Average Delay (sec/veh): 49.7 Optimal Cycle: 128 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 64 402 138 38 326 76 86 215 81 131 174 51 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 90 568 195 54 461 107 122 304 114 185 246 72 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 568 195 54 461 107 122 304 114 185 246 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 0.72 0.72 0.72 0.86 0.86 0.86 PHF Volume: 100 628 216 64 548 128 169 423 159 214 285 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 628 216 64 548 128 169 423 159 214 285 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 628 216 64 548 128 169 423 159 214 285 83 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.82 0.93 0.98 0.79 0.93 0.94 0.93 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.28 1.00 0.77 0.23 Final Sat.: 1769 1862 1563 1769 1862 1502 1769 1293 487 1769 1389 407 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.34 0.14 0.04 0.29 0.09 0.10 0.33 0.33 0.12 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.36 0.36 0.04 0.34 0.34 0.15 0.35 0.35 0.13 0.33 0.33 Volume/Cap: 0.88 0.94 0.38 0.90 0.88 0.25 0.63 0.94 0.94 0.94 0.63 0.63 Uniform Del: 46.4 30.8 23.7 47.8 31.2 24.1 39.7 31.4 31.4 43.1 28.5 28.5 IncremntDel: 48.0 20.4 0.4 74.3 13.2 0.3 4.6 21.5 21.5 41.8 2.2 2.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 94.3 51.3 24.1 122.1 44.4 24.3 44.3 53.0 53.0 84.9 30.7 30.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 94.3 51.3 24.1 122.1 44.4 24.3 44.3 53.0 53.0 84.9 30.7 30.7 LOS by Move: F D C F D C D D D F C C HCM2kAvgQ: 6 23 5 4 19 3 5 19 19 10 10 10 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 9-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 5.8 Worst Case Level Of Service: D[ 30.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 13 266 4 7 305 71 35 3 18 60 2 24 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 18 376 6 10 431 100 49 4 25 85 3 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 376 6 10 431 100 49 4 25 85 3 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.84 0.84 0.84 1.00 1.00 1.00 0.61 0.61 0.61 PHF Volume: 21 430 6 12 513 119 49 4 25 138 5 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 21 430 6 12 513 119 49 4 25 138 5 55 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 632 xxxx xxxxx 436 xxxx xxxxx 855 1074 316 757 1131 218 Potent Cap.: 946 xxxx xxxxx 1120 xxxx xxxxx 252 218 680 297 202 786 Move Cap.: 946 xxxx xxxxx 1120 xxxx xxxxx 224 211 680 274 195 786 Volume/Cap: 0.02 xxxx xxxx 0.01 xxxx xxxx 0.22 0.02 0.04 0.50 0.02 0.07 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx 0.0 xxxx xxxxx 0.8 xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.9 xxxx xxxxx 8.2 xxxx xxxxx 25.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * A * * D * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 516 xxxx 331 xxxxx SharedQueue: 0.1 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx 0.2 xxxxx 3.7 xxxxx Shrd ConDel: 8.9 xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx 12.4 xxxxx 30.8 xxxxx Shared LOS: A * * A * * * * B * D * ApproachDel: xxxxxx xxxxxx 20.6 30.8 ApproachLOS: * * C D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.761 Loss Time (sec): 9 Average Delay (sec/veh): 27.6 Optimal Cycle: 64 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 1! 0 0 1 0 0 1 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 94 0 299 188 870 0 0 720 97 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 133 0 422 266 1229 0 0 1017 137 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 133 0 422 266 1229 0 0 1017 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.81 0.81 0.81 0.90 0.90 0.90 0.88 0.88 0.88 PHF Volume: 0 0 0 164 0 520 297 1374 0 0 1151 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 164 0 520 297 1374 0 0 1151 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 164 0 520 297 1374 0 0 1151 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.93 0.93 0.95 1.00 0.91 0.91 Lanes: 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 1.00 1.76 0.24 Final Sat.: 0 1900 0 1769 0 3165 1769 3538 0 1900 3061 412 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.16 0.17 0.39 0.00 0.00 0.38 0.38 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.22 0.71 0.00 0.00 0.49 0.49 Volume/Cap: 0.00 0.00 0.00 0.43 0.00 0.76 0.76 0.54 0.00 0.00 0.76 0.76 Uniform Del: 0.0 0.0 0.0 44.0 0.0 47.8 47.5 8.6 0.0 0.0 26.7 26.7 IncremntDel: 0.0 0.0 0.0 0.8 0.0 5.0 8.5 0.2 0.0 0.0 2.0 2.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 44.8 0.0 52.8 56.0 8.9 0.0 0.0 28.7 28.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 44.8 0.0 52.8 56.0 8.9 0.0 0.0 28.7 28.7 LOS by Move: A A A D A D E A A A C C HCM2kAvgQ: 0 0 0 6 0 11 13 13 0 0 22 22 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 11-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 76.5 Worst Case Level Of Service: F[674.1] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 622 68 45 909 0 0 0 0 158 0 33 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 879 96 64 1284 0 0 0 0 223 0 47 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 879 96 64 1284 0 0 0 0 223 0 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.71 0.71 0.71 0.92 0.92 0.92 1.00 1.00 1.00 0.75 0.75 0.75 PHF Volume: 0 1233 135 69 1401 0 0 0 0 299 0 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1233 135 69 1401 0 0 0 0 299 0 63 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1367 xxxx xxxxx xxxx xxxx xxxxx 2139 2839 684 Potent Cap.: xxxx xxxx xxxxx 498 xxxx xxxxx xxxx xxxx xxxxx 42 17 391 Move Cap.: xxxx xxxx xxxxx 498 xxxx xxxxx xxxx xxxx xxxxx 37 15 391 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 77 73 xxxxx 137 90 xxxxx Volume/Cap: xxxx xxxx xxxx 0.14 xxxx xxxx xxxx xxxx xxxx 2.19 0.00 0.16 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 13.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 154 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 30.4 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 674 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 674.1 ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 0.897 Loss Time (sec): 6 Average Delay (sec/veh): 10.6 Optimal Cycle: 68 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 262 0 185 0 1574 1144 0 1013 0 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 370 0 261 0 2224 1616 0 1431 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 370 0 261 0 2224 1616 0 1431 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.83 0.83 0.00 0.95 0.95 0.00 0.81 0.81 0.81 PHF Volume: 0 0 0 447 0 0 0 2331 0 0 1758 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 447 0 0 0 2331 0 0 1758 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 447 0 0 0 2331 0 0 1758 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.66 0.00 0.00 0.50 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.73 0.00 0.00 0.73 0.00 Volume/Cap: 0.00 0.00 0.00 0.90 0.00 0.00 0.00 0.90 0.00 0.00 0.68 0.00 Uniform Del: 0.0 0.0 0.0 21.0 0.0 0.0 0.0 5.2 0.0 0.0 3.5 0.0 IncremntDel: 0.0 0.0 0.0 18.7 0.0 0.0 0.0 4.6 0.0 0.0 0.7 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 39.7 0.0 0.0 0.0 9.7 0.0 0.0 4.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 39.7 0.0 0.0 0.0 9.7 0.0 0.0 4.2 0.0 LOS by Move: A A A D A A A A A A A A HCM2kAvgQ: 0 0 0 7 0 0 0 20 0 0 9 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 13-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.552 Loss Time (sec): 12 Average Delay (sec/veh): 265.1 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 782 261 255 279 657 105 113 1070 160 146 1310 83 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1105 369 360 394 928 148 160 1512 226 206 1851 117 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1105 369 360 394 928 148 160 1512 226 206 1851 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.85 0.85 0.85 0.91 0.91 0.91 0.83 0.83 0.83 PHF Volume: 1282 428 418 465 1095 175 175 1660 248 249 2238 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1282 428 418 465 1095 175 175 1660 248 249 2238 142 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1282 428 418 465 1095 175 175 1660 248 249 2238 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.88 0.88 0.93 0.93 0.83 0.93 0.91 0.91 0.93 0.93 0.82 Lanes: 2.44 0.79 0.77 1.00 2.00 1.00 1.00 1.74 0.26 1.00 2.00 1.00 Final Sat.: 3946 1317 1287 1769 3538 1583 1769 3018 451 1769 3538 1562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.32 0.32 0.32 0.26 0.31 0.11 0.10 0.55 0.55 0.14 0.63 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.20 0.20 0.20 0.06 0.38 0.38 0.10 0.41 0.61 Volume/Cap: 1.55 1.55 1.55 1.32 1.55 0.55 1.55 1.47 1.47 1.47 1.55 0.15 Uniform Del: 39.5 39.5 39.5 40.0 40.0 36.0 46.8 31.2 31.2 45.2 29.6 8.5 IncremntDel:252.2 252 252.2 162.0 256 2.2 287.3 214 213.8 238.7 252 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 291.7 292 291.7 202.0 296 38.2 334.1 245 245.0 283.9 282 8.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 291.7 292 291.7 202.0 296 38.2 334.1 245 245.0 283.9 282 8.6 LOS by Move: F F F F F D F F F F F A HCM2kAvgQ: 44 44 44 30 44 6 15 71 71 19 88 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative AM Thu Apr 13, 2017 13:53:16 Page 14-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:42 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Cumulative PM Command: Cumulative PM Volume: Cumulative PM Geometry: Ex w/ Extension PM Impact Fee: Default Impact Fee Trip Generation: None Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Cumulative PM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:44 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd F 178.6 1.286 F 178.6 1.286 + 0.000 D/V # 2 El Camino Real / McLellan Dr D 45.2 0.883 D 45.2 0.883 + 0.000 D/V # 3 El Camino Real / Arroyo Dr C 30.8 0.711 C 30.8 0.711 + 0.000 D/V # 4 El Camino Real / Chestnut Ave F 97.2 1.095 F 97.2 1.095 + 0.000 D/V # 5 El Camino Real / W. Orange Ave F 105.5 1.205 F 105.5 1.205 + 0.000 D/V # 6 Mission Rd / Grand Ave C 23.1 0.781 C 23.1 0.781 + 0.000 V/C # 7 Grand Ave / Chestnut Ave D 42.1 0.861 D 42.1 0.861 + 0.000 D/V # 8 Mission Rd / Oak Ave B 14.1 0.107 B 14.1 0.107 + 0.000 D/V # 9 Mission Rd / Chestnut Ave C 28.2 0.762 C 28.2 0.762 -0.006 D/V # 10 Juniperro Serra Blvd / Arroyo F 322.7 1.252 F 322.7 1.252 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B D 41.9 1.070 D 41.9 1.070 + 0.000 D/V # 12 I-280 NB Ramps / Westborough B F 196.0 1.396 F 196.0 1.396 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:44 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.286 Loss Time (sec): 12 Average Delay (sec/veh): 178.6 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1112 751 19 8 469 115 183 17 574 10 16 2 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1571 1061 27 11 663 162 259 24 811 14 23 3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1571 1061 27 11 663 162 259 24 811 14 23 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 0.78 0.78 0.78 PHF Volume: 1717 1160 29 12 712 175 306 28 960 18 29 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1717 1160 29 12 712 175 306 28 960 18 29 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1717 1160 29 12 712 175 306 28 960 18 29 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.90 0.89 0.94 0.94 0.73 0.95 0.95 0.95 Lanes: 2.00 1.95 0.05 1.00 1.60 0.40 1.83 0.17 2.00 0.36 0.57 0.07 Final Sat.: 3432 3437 87 1769 2751 674 3258 303 2786 646 1034 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.50 0.34 0.34 0.01 0.26 0.26 0.09 0.09 0.34 0.03 0.03 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.34 0.47 0.47 0.06 0.18 0.18 0.24 0.24 0.24 0.12 0.12 0.12 Volume/Cap: 1.45 0.72 0.72 0.12 1.45 1.45 0.40 0.40 1.45 0.23 0.23 0.23 Uniform Del: 32.8 21.4 21.4 44.9 41.1 41.1 32.1 32.1 38.1 39.8 39.8 39.8 IncremntDel:208.3 1.6 1.6 0.6 213 212.6 0.3 0.3 211.9 0.6 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 241.1 23.0 23.0 45.5 254 253.7 32.4 32.4 250.1 40.4 40.4 40.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 241.1 23.0 23.0 45.5 254 253.7 32.4 32.4 250.1 40.4 40.4 40.4 LOS by Move: F C C D F F C C F D D D HCM2kAvgQ: 59 14 14 0 34 34 5 5 39 2 2 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:44 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:44 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.883 Loss Time (sec): 12 Average Delay (sec/veh): 45.2 Optimal Cycle: 115 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 1186 185 227 651 48 26 21 50 217 27 411 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 59 1676 261 321 920 68 37 30 71 307 38 581 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 59 1676 261 321 920 68 37 30 71 307 38 581 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.88 0.88 0.88 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 61 1737 271 364 1045 77 39 32 76 331 41 628 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 1737 271 364 1045 77 39 32 76 331 41 628 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 1737 271 364 1045 77 39 32 76 331 41 628 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.72 0.90 0.92 0.92 0.95 0.95 0.78 0.87 0.87 0.87 Lanes: 1.00 3.00 1.00 2.00 1.86 0.14 0.55 0.45 1.00 1.32 0.08 1.60 Final Sat.: 1769 5083 1377 3432 3261 240 1002 809 1482 2188 131 2658 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.34 0.20 0.11 0.32 0.32 0.04 0.04 0.05 0.15 0.31 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.36 0.70 0.11 0.43 0.43 0.10 0.10 0.10 0.33 0.33 0.33 Volume/Cap: 0.75 0.94 0.28 0.94 0.75 0.75 0.39 0.39 0.51 0.46 0.94 0.71 Uniform Del: 61.2 40.2 7.5 57.3 31.3 31.3 54.8 54.8 55.5 34.1 42.2 37.9 IncremntDel: 31.1 10.5 0.2 31.5 2.1 2.1 1.4 1.4 3.0 0.2 15.8 1.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 92.3 50.6 7.7 88.8 33.4 33.4 56.2 56.2 58.5 34.2 58.0 39.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 92.3 50.6 7.7 88.8 33.4 33.4 56.2 56.2 58.5 34.2 58.0 39.6 LOS by Move: F D A F C C E E E C E D HCM2kAvgQ: 3 27 4 7 18 18 3 3 4 8 25 15 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:44 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:44 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.711 Loss Time (sec): 9 Average Delay (sec/veh): 30.8 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1! 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 170 1213 28 21 905 260 110 2 155 69 3 12 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 240 1714 40 30 1279 367 155 3 219 97 4 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 240 1714 40 30 1279 367 155 3 219 97 4 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 250 1785 41 30 1306 375 175 3 246 97 4 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 250 1785 41 30 1306 375 175 3 246 97 4 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 250 1785 41 30 1306 375 175 3 246 97 4 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.89 0.93 0.86 0.86 0.88 0.88 0.87 0.93 0.86 0.83 Lanes: 1.00 2.93 0.07 1.00 2.33 0.67 1.41 0.01 1.58 1.00 0.19 0.81 Final Sat.: 1769 4954 114 1769 3812 1095 2344 25 2607 1769 317 1269 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.36 0.36 0.02 0.34 0.34 0.07 0.13 0.09 0.06 0.01 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.63 0.63 0.05 0.48 0.48 0.18 0.18 0.18 0.08 0.08 0.08 Volume/Cap: 0.71 0.57 0.57 0.37 0.71 0.71 0.41 0.71 0.52 0.71 0.17 0.17 Uniform Del: 56.0 15.7 15.7 69.3 30.6 30.6 54.3 57.7 55.5 67.5 64.7 64.7 IncremntDel: 6.6 0.2 0.2 2.7 1.0 1.0 0.3 4.0 0.6 15.9 0.7 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 62.7 15.9 15.9 72.0 31.6 31.6 54.6 61.7 56.1 83.5 65.4 65.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.7 15.9 15.9 72.0 31.6 31.6 54.6 61.7 56.1 83.5 65.4 65.4 LOS by Move: E B B E C C D E E F E E HCM2kAvgQ: 12 17 17 1 21 21 5 10 7 6 1 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.095 Loss Time (sec): 12 Average Delay (sec/veh): 97.2 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1057 407 184 767 224 204 506 355 267 611 169 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1029 1494 575 260 1084 317 288 715 502 377 863 239 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1029 1494 575 260 1084 317 288 715 502 377 863 239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 1065 1546 595 269 1121 327 318 789 554 398 910 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1065 1546 595 269 1121 327 318 789 554 398 910 252 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1065 1546 595 269 1121 327 318 789 554 398 910 252 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.79 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1562 3432 5083 1500 1769 3538 1534 3432 3538 1536 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.31 0.44 0.38 0.08 0.22 0.22 0.18 0.22 0.36 0.12 0.26 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.41 0.41 0.07 0.20 0.20 0.18 0.33 0.33 0.11 0.26 0.26 Volume/Cap: 1.10 1.06 0.93 1.06 1.10 1.08 1.00 0.68 1.10 1.10 1.00 0.64 Uniform Del: 53.8 44.2 42.0 69.5 59.9 59.9 61.6 43.4 50.3 67.1 55.8 49.6 IncremntDel: 58.5 42.5 19.7 74.4 57.8 75.9 51.5 1.6 68.5 75.3 30.8 3.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 112.2 86.7 61.8 143.8 118 135.8 113.1 45.0 118.8 142.4 86.6 53.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 112.2 86.7 61.8 143.8 118 135.8 113.1 45.0 118.8 142.4 86.6 53.1 LOS by Move: F F E F F F F D F F F D HCM2kAvgQ: 35 47 30 10 27 22 20 17 35 15 28 11 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.205 Loss Time (sec): 12 Average Delay (sec/veh): 105.5 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 1758 164 192 1117 54 82 68 35 137 56 210 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 47 2484 232 271 1578 76 116 96 49 194 79 297 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 2484 232 271 1578 76 116 96 49 194 79 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.92 0.92 0.92 0.93 0.93 0.93 0.84 0.84 0.84 PHF Volume: 50 2674 249 294 1710 83 125 104 53 230 94 353 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 2674 249 294 1710 83 125 104 53 230 94 353 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 2674 249 294 1710 83 125 104 53 230 94 353 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.93 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.80 Lanes: 1.00 2.74 0.26 1.00 2.86 0.14 0.55 0.45 1.00 0.71 0.29 1.00 Final Sat.: 1769 4589 428 1769 4813 233 990 821 1510 1277 522 1516 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.58 0.58 0.17 0.36 0.36 0.13 0.13 0.04 0.18 0.18 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.48 0.48 0.14 0.58 0.58 0.10 0.10 0.10 0.19 0.19 0.19 Volume/Cap: 0.62 1.20 1.20 1.20 0.62 0.62 1.20 1.20 0.34 0.93 0.93 1.20 Uniform Del: 70.3 38.7 38.7 64.7 21.0 21.0 67.1 67.1 62.3 59.5 59.5 60.5 IncremntDel: 13.5 96.3 96.3 124.3 0.4 0.4 131.2 131 1.3 31.5 31.5 119.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 83.7 135 135.0 189.0 21.4 21.4 198.4 198 63.6 91.0 91.0 180.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 83.7 135 135.0 189.0 21.4 21.4 198.4 198 63.6 91.0 91.0 180.4 LOS by Move: F F F F C C F F E F F F HCM2kAvgQ: 3 72 72 22 20 19 18 18 3 18 18 26 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 7-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.781 Loss Time (sec): 0 Average Delay (sec/veh): 23.1 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 268 45 209 318 2 2 2 3 34 3 204 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 7 379 64 295 449 3 3 3 4 48 4 288 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 379 64 295 449 3 3 3 4 48 4 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.97 0.97 0.97 0.44 0.44 0.44 0.78 0.78 0.78 PHF Volume: 8 410 69 304 462 3 6 6 10 61 5 369 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 410 69 304 462 3 6 6 10 61 5 369 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 410 69 304 462 3 6 6 10 61 5 369 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.03 1.69 0.28 0.79 1.20 0.01 0.28 0.29 0.43 0.92 0.08 1.00 Final Sat.: 15 830 142 389 619 4 114 114 172 399 35 513 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.50 0.49 0.49 0.78 0.75 0.74 0.06 0.06 0.06 0.15 0.15 0.72 Crit Moves: **** **** **** **** Delay/Veh: 16.7 16.3 15.9 30.6 26.8 26.0 11.8 11.8 11.8 12.1 12.1 24.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.7 16.3 15.9 30.6 26.8 26.0 11.8 11.8 11.8 12.1 12.1 24.1 LOS by Move: C C C D D D B B B B B C ApproachDel: 16.3 28.3 11.8 22.3 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 16.3 28.3 11.8 22.3 LOS by Appr: C D B C AllWayAvgQ: 0.9 0.9 0.9 2.8 2.4 2.4 0.1 0.1 0.1 0.2 0.2 2.1 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861 Loss Time (sec): 12 Average Delay (sec/veh): 42.1 Optimal Cycle: 94 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 126 336 107 48 358 77 52 187 59 119 207 57 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 178 475 151 68 506 109 73 264 83 168 292 81 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 178 475 151 68 506 109 73 264 83 168 292 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.91 0.91 0.91 0.84 0.84 0.84 0.80 0.80 0.80 PHF Volume: 190 507 162 75 557 120 88 316 100 211 367 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 507 162 75 557 120 88 316 100 211 367 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 507 162 75 557 120 88 316 100 211 367 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.81 0.93 0.98 0.83 0.93 0.94 0.94 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 0.24 1.00 0.78 0.22 Final Sat.: 1769 1862 1540 1769 1862 1570 1769 1362 430 1769 1410 388 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.27 0.10 0.04 0.30 0.08 0.05 0.23 0.23 0.12 0.26 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.41 0.41 0.06 0.35 0.35 0.07 0.27 0.27 0.14 0.34 0.34 Volume/Cap: 0.86 0.67 0.26 0.67 0.86 0.22 0.76 0.86 0.86 0.86 0.76 0.76 Uniform Del: 42.9 24.0 19.5 45.8 30.4 23.0 46.0 34.8 34.8 42.1 29.2 29.2 IncremntDel: 27.3 2.3 0.2 14.2 11.3 0.2 24.9 14.6 14.6 25.2 5.5 5.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 70.2 26.3 19.7 60.0 41.7 23.3 70.9 49.3 49.3 67.4 34.7 34.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.2 26.3 19.7 60.0 41.7 23.3 70.9 49.3 49.3 67.4 34.7 34.7 LOS by Move: E C B E D C E D D E C C HCM2kAvgQ: 9 13 3 4 19 3 3 13 13 9 14 14 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 9-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 1.3 Worst Case Level Of Service: B[ 14.1] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 12 260 7 14 283 69 28 2 21 38 3 17 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 17 367 10 20 400 97 40 3 30 54 4 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 367 10 20 400 97 40 3 30 54 4 24 User Adj: 0.88 0.88 0.88 0.84 0.84 0.84 0.00 0.00 0.00 0.61 0.61 0.61 PHF Adj: 0.90 0.90 0.90 0.87 0.87 0.87 1.00 1.00 1.00 0.76 0.76 0.76 PHF Volume: 17 358 10 19 386 94 0 0 0 43 3 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 17 358 10 19 386 94 0 0 0 43 3 19 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 6.8 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 480 xxxx xxxxx 368 xxxx xxxxx 685 871 240 627 914 184 Potent Cap.: 1079 xxxx xxxxx 1188 xxxx xxxxx 334 288 761 416 272 827 Move Cap.: 1079 xxxx xxxxx 1188 xxxx xxxxx 315 278 761 405 263 827 Volume/Cap: 0.02 xxxx xxxx 0.02 xxxx xxxx 0.00 0.00 0.00 0.11 0.01 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.4 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx 461 xxxxx SharedQueue: 0.0 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.5 xxxxx Shrd ConDel: 8.4 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.1 xxxxx Shared LOS: A * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.1 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.762 Loss Time (sec): 9 Average Delay (sec/veh): 28.2 Optimal Cycle: 64 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 0 1 1 0 0 1 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 93 0 242 270 772 0 0 684 93 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 131 0 342 382 1091 0 0 966 131 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 -1 0 0 0 0 1 -1 0 0 0 Initial Fut: 0 0 -1 131 0 342 382 1092 -1 0 966 131 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 0.87 0.87 0.87 0.96 0.96 0.00 0.88 0.88 0.88 PHF Volume: 0 0 0 151 0 393 399 1143 0 0 1100 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 151 0 393 399 1143 0 0 1100 149 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 151 0 393 399 1143 0 0 1100 149 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.93 0.93 0.95 1.00 0.91 0.91 Lanes: 0.00 0.00 1.00 1.00 0.00 2.00 1.00 2.00 0.00 1.00 1.76 0.24 Final Sat.: 0 0 1900 1769 0 3165 1769 3538 0 1900 3058 416 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.12 0.23 0.32 0.00 0.00 0.36 0.36 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.16 0.00 0.16 0.30 0.77 0.00 0.00 0.47 0.47 Volume/Cap: 0.00 0.00 0.00 0.52 0.00 0.76 0.76 0.42 0.00 0.00 0.76 0.76 Uniform Del: 0.0 0.0 0.0 49.8 0.0 52.0 41.6 5.2 0.0 0.0 28.3 28.3 IncremntDel: 0.0 0.0 0.0 1.8 0.0 6.6 6.5 0.1 0.0 0.0 2.2 2.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 51.6 0.0 58.6 48.1 5.3 0.0 0.0 30.5 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 51.6 0.0 58.6 48.1 5.3 0.0 0.0 30.5 30.5 LOS by Move: A A A D A E D A A A C C HCM2kAvgQ: 0 0 0 6 0 9 16 8 0 0 21 21 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 11-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 28.9 Worst Case Level Of Service: F[322.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 893 169 43 455 0 0 0 0 108 0 62 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 1262 239 61 643 0 0 0 0 153 0 88 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1262 239 61 643 0 0 0 0 153 0 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 1.00 1.00 1.00 0.99 0.99 0.99 PHF Volume: 0 1402 265 73 769 0 0 0 0 154 0 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1402 265 73 769 0 0 0 0 154 0 89 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1667 xxxx xxxxx xxxx xxxx xxxxx 2065 2449 834 Potent Cap.: xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx 47 31 312 Move Cap.: xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx 40 25 312 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 121 62 xxxxx 123 110 xxxxx Volume/Cap: xxxx xxxx xxxx 0.19 xxxx xxxx xxxx xxxx xxxx 1.25 0.00 0.28 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.7 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 16.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 158 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 16.2 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 323 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 322.7 ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 1.070 Loss Time (sec): 6 Average Delay (sec/veh): 41.9 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 595 0 710 0 854 566 0 1616 0 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 841 0 1003 0 1207 800 0 2283 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 841 0 1003 0 1207 800 0 2283 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.92 0.92 0.00 0.95 0.95 0.00 0.96 0.96 0.96 PHF Volume: 0 0 0 918 0 0 0 1268 0 0 2386 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 918 0 0 0 1268 0 0 2386 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 918 0 0 0 1268 0 0 2386 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.00 0.00 0.36 0.00 0.00 0.67 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.63 0.00 0.00 0.63 0.00 Volume/Cap: 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.57 0.00 0.00 1.07 0.00 Uniform Del: 0.0 0.0 0.0 18.8 0.0 0.0 0.0 5.3 0.0 0.0 9.2 0.0 IncremntDel: 0.0 0.0 0.0 51.3 0.0 0.0 0.0 0.4 0.0 0.0 41.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 70.1 0.0 0.0 0.0 5.7 0.0 0.0 50.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 70.1 0.0 0.0 0.0 5.7 0.0 0.0 50.4 0.0 LOS by Move: A A A E A A A A A A D A HCM2kAvgQ: 0 0 0 16 0 0 0 7 0 0 36 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 13-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.396 Loss Time (sec): 12 Average Delay (sec/veh): 196.0 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 982 683 196 142 241 121 174 834 203 203 1216 218 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1388 965 277 201 341 171 246 1178 287 287 1718 308 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1388 965 277 201 341 171 246 1178 287 287 1718 308 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.80 0.80 0.80 0.96 0.96 0.96 0.91 0.91 0.91 PHF Volume: 1428 993 285 252 427 215 257 1231 300 316 1894 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1428 993 285 252 427 215 257 1231 300 316 1894 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1428 993 285 252 427 215 257 1231 300 316 1894 340 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.87 0.89 0.89 0.93 0.93 0.83 0.93 0.90 0.90 0.93 0.93 0.83 Lanes: 2.15 1.44 0.41 1.00 2.00 1.00 1.00 1.61 0.39 1.00 2.00 1.00 Final Sat.: 3521 2449 703 1769 3538 1583 1769 2763 672 1769 3538 1580 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.41 0.41 0.41 0.14 0.12 0.14 0.15 0.45 0.45 0.18 0.54 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.29 0.29 0.10 0.10 0.10 0.10 0.35 0.35 0.14 0.38 0.49 Volume/Cap: 1.40 1.40 1.40 1.40 1.18 1.33 1.40 1.28 1.28 1.28 1.40 0.44 Uniform Del: 35.5 35.5 35.5 44.9 44.9 44.9 44.8 32.6 32.6 43.0 30.8 16.9 IncremntDel:181.4 181 181.4 208.3 108 184.5 207.8 133 132.9 153.7 183 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 216.9 217 216.9 253.2 153 229.4 252.6 165 165.5 196.7 214 17.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 216.9 217 216.9 253.2 153 229.4 252.6 165 165.5 196.7 214 17.3 LOS by Move: F F F F F F F F F F F B HCM2kAvgQ: 49 49 49 19 14 15 19 48 48 21 66 7 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cumulative PM Thu Apr 13, 2017 13:53:45 Page 14-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Cumulative Plus Project Traffic Conditions Analysis Cum + Project AM Thu Apr 13, 2017 13:58:23 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Cum + Project AM Command: Cum + Project AM Volume: Cumulative AM Geometry: Ex w/ Extension PM Impact Fee: Default Impact Fee Trip Generation: Project AM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Cum + Project AM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd F 176.5 1.259 F 187.4 1.295 +10.919 D/V # 2 El Camino Real / McLellan Dr E 62.8 1.032 E 67.4 1.056 + 4.638 D/V # 3 El Camino Real / Arroyo Dr D 37.7 0.749 D 42.0 0.796 + 4.303 D/V # 4 El Camino Real / Chestnut Ave F 127.4 1.251 F 139.3 1.283 +11.906 D/V # 5 El Camino Real / W. Orange Ave E 72.6 1.017 E 75.7 1.021 + 3.115 D/V # 6 Mission Rd / Grand Ave C 22.4 0.766 D 25.1 0.801 + 0.034 V/C # 7 Grand Ave / Chestnut Ave D 49.7 0.934 D 52.8 0.955 + 3.140 D/V # 8 Mission Rd / Oak Ave D 30.8 0.504 E 39.6 0.571 + 8.765 D/V # 9 Mission Rd / Chestnut Ave C 27.6 0.761 C 30.3 0.791 + 2.654 D/V # 10 Juniperro Serra Blvd / Arroyo F 674.1 2.190 F 674.1 2.190 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B B 10.6 0.897 B 10.9 0.901 + 0.320 D/V # 12 I-280 NB Ramps / Westborough B F 265.1 1.552 F 278.9 1.578 +13.806 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.295 Loss Time (sec): 12 Average Delay (sec/veh): 187.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 575 307 6 4 577 67 157 12 850 21 30 8 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 812 434 8 6 815 95 222 17 1201 30 42 11 Added Vol: 62 103 0 0 19 0 0 0 11 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 874 537 8 6 834 95 222 17 1212 30 42 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.92 0.92 0.92 0.89 0.89 0.89 0.82 0.82 0.82 PHF Volume: 1040 638 10 6 912 103 249 19 1360 36 52 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1040 638 10 6 912 103 249 19 1360 36 52 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1040 638 10 6 912 103 249 19 1360 36 52 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.92 0.92 0.94 0.94 0.73 0.95 0.95 0.94 Lanes: 2.00 1.97 0.03 1.00 1.80 0.20 1.86 0.14 2.00 0.36 0.51 0.13 Final Sat.: 3432 3476 55 1769 3129 355 3307 253 2786 640 914 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.18 0.18 0.00 0.29 0.29 0.08 0.08 0.49 0.06 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.34 0.34 0.07 0.20 0.20 0.34 0.34 0.34 0.12 0.12 0.12 Volume/Cap: 1.42 0.54 0.54 0.05 1.42 1.42 0.22 0.22 1.42 0.47 0.47 0.47 Uniform Del: 39.4 26.5 26.5 43.0 39.8 39.8 23.4 23.4 32.9 41.0 41.0 41.0 IncremntDel:199.0 0.5 0.5 0.1 199 199.2 0.1 0.1 197.2 1.6 1.6 1.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 238.4 26.9 26.9 43.1 239 239.0 23.4 23.4 230.1 42.7 42.7 42.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 238.4 26.9 26.9 43.1 239 239.0 23.4 23.4 230.1 42.7 42.7 42.7 LOS by Move: F C C D F F C C F D D D HCM2kAvgQ: 36 8 8 0 38 38 3 3 53 3 3 3 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 1.056 Loss Time (sec): 12 Average Delay (sec/veh): 67.4 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 31 470 121 394 1087 29 33 25 50 213 28 365 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 44 664 171 557 1536 41 47 35 71 301 40 516 Added Vol: 0 125 13 10 20 0 0 0 0 -1 0 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 789 184 567 1556 41 47 35 71 300 40 556 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.88 0.88 0.88 0.82 0.82 0.82 0.79 0.79 0.79 PHF Volume: 48 873 204 647 1776 47 57 43 86 381 50 705 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 873 204 647 1776 47 57 43 86 381 50 705 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 873 204 647 1776 47 57 43 86 381 50 705 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.79 0.90 0.93 0.93 0.95 0.95 0.74 0.87 0.87 0.87 Lanes: 1.00 3.00 1.00 2.00 1.95 0.05 0.57 0.43 1.00 1.32 0.08 1.60 Final Sat.: 1769 5083 1502 3432 3433 90 1030 780 1407 2192 140 2631 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.17 0.14 0.19 0.52 0.52 0.06 0.06 0.06 0.17 0.36 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.03 0.23 0.55 0.26 0.46 0.46 0.10 0.10 0.10 0.32 0.32 0.32 Volume/Cap: 0.89 0.74 0.25 0.74 1.13 1.13 0.55 0.55 0.61 0.55 1.13 0.84 Uniform Del: 62.8 46.1 15.1 44.3 35.2 35.2 55.7 55.7 56.1 36.6 44.3 41.3 IncremntDel: 82.7 2.4 0.2 3.3 66.0 66.0 3.7 3.7 7.8 0.3 70.3 5.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 145.5 48.6 15.3 47.6 101 101.2 59.4 59.4 63.9 36.9 115 46.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 145.5 48.6 15.3 47.6 101 101.2 59.4 59.4 63.9 36.9 115 46.3 LOS by Move: F D B D F F E E E D F D HCM2kAvgQ: 2 12 4 11 49 49 5 5 4 10 35 19 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.796 Loss Time (sec): 9 Average Delay (sec/veh): 42.0 Optimal Cycle: 74 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1! 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 139 934 35 18 894 154 200 3 241 71 2 13 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 196 1320 49 25 1263 218 283 4 341 100 3 18 Added Vol: -17 77 50 8 24 -14 35 0 28 59 0 26 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 1397 99 33 1287 204 318 4 369 159 3 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 212 1649 117 34 1309 207 358 5 415 159 3 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 1649 117 34 1309 207 358 5 415 159 3 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 212 1649 117 34 1309 207 358 5 415 159 3 44 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.93 0.87 0.87 0.88 0.88 0.88 0.93 0.84 0.83 Lanes: 1.00 2.80 0.20 1.00 2.59 0.41 1.46 0.01 1.53 1.00 0.06 0.94 Final Sat.: 1769 4697 334 1769 4294 679 2440 20 2556 1769 95 1486 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.35 0.35 0.02 0.30 0.30 0.15 0.23 0.16 0.09 0.03 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.50 0.50 0.04 0.38 0.38 0.29 0.29 0.29 0.11 0.11 0.11 Volume/Cap: 0.80 0.71 0.71 0.51 0.80 0.80 0.50 0.80 0.55 0.80 0.26 0.26 Uniform Del: 61.5 29.4 29.4 70.8 41.1 41.1 43.8 48.8 44.7 64.8 60.8 60.8 IncremntDel: 15.3 1.0 1.0 6.5 2.4 2.4 0.3 4.6 0.5 19.6 0.8 0.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.8 30.4 30.4 77.3 43.5 43.5 44.1 53.5 45.1 84.4 61.6 61.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.8 30.4 30.4 77.3 43.5 43.5 44.1 53.5 45.1 84.4 61.6 61.6 LOS by Move: E C C E D D D D D F E E HCM2kAvgQ: 11 23 23 1 21 21 9 18 11 9 2 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.283 Loss Time (sec): 12 Average Delay (sec/veh): 139.3 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 448 597 284 187 922 112 349 624 475 331 567 133 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 633 844 401 264 1303 158 493 882 671 468 801 188 Added Vol: 13 26 9 30 47 35 20 18 4 31 46 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 646 870 410 294 1350 193 513 900 675 499 847 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 0.75 0.75 0.75 PHF Volume: 696 937 442 335 1536 220 560 982 737 668 1134 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 696 937 442 335 1536 220 560 982 737 668 1134 278 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 696 937 442 335 1536 220 560 982 737 668 1134 278 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.80 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1559 3432 5083 1529 1769 3538 1534 3432 3538 1546 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.26 0.28 0.10 0.30 0.14 0.32 0.28 0.48 0.19 0.32 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.29 0.29 0.10 0.24 0.24 0.26 0.37 0.37 0.15 0.26 0.26 Volume/Cap: 1.28 0.90 0.97 0.97 1.28 0.61 1.21 0.74 1.28 1.28 1.21 0.68 Uniform Del: 63.1 51.0 52.3 67.2 57.3 51.2 55.4 40.6 46.9 63.6 55.1 49.4 IncremntDel:140.8 11.1 33.8 39.8 134 3.1 113.5 2.3 140.1 141.3 105 4.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 203.9 62.1 86.2 107.0 191 54.3 168.9 42.9 187.0 205.0 160 54.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 203.9 62.1 86.2 107.0 191 54.3 168.9 42.9 187.0 205.0 160 54.0 LOS by Move: F E F F F D F D F F F D HCM2kAvgQ: 28 25 25 11 43 10 40 21 55 27 42 12 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:29 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.021 Loss Time (sec): 12 Average Delay (sec/veh): 75.7 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 897 119 190 1427 77 151 63 45 110 63 197 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 89 1267 168 268 2016 109 213 89 64 155 89 278 Added Vol: 0 15 0 0 82 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 1282 168 268 2098 109 213 89 64 155 89 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.95 0.95 0.95 0.83 0.83 0.83 0.93 0.93 0.93 PHF Volume: 116 1674 220 283 2216 115 257 107 77 168 96 301 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 1674 220 283 2216 115 257 107 77 168 96 301 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 1674 220 283 2216 115 257 107 77 168 96 301 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.87 0.93 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.80 Lanes: 1.00 2.65 0.35 1.00 2.85 0.15 0.71 0.29 1.00 0.64 0.36 1.00 Final Sat.: 1769 4413 579 1769 4797 249 1269 530 1497 1147 657 1527 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.38 0.38 0.16 0.46 0.46 0.20 0.20 0.05 0.15 0.15 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.37 0.37 0.16 0.46 0.46 0.20 0.20 0.20 0.19 0.19 0.19 Volume/Cap: 1.00 1.02 1.02 1.02 1.00 1.00 1.02 1.02 0.26 0.76 0.76 1.02 Uniform Del: 70.1 47.1 47.1 63.2 40.2 40.2 60.1 60.1 50.8 57.2 57.2 60.5 IncremntDel: 82.8 26.3 26.3 59.5 18.2 18.2 53.1 53.1 0.5 9.3 9.3 57.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 152.8 73.5 73.5 122.7 58.4 58.4 113.2 113 51.3 66.5 66.5 118.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 152.8 73.5 73.5 122.7 58.4 58.4 113.2 113 51.3 66.5 66.5 118.4 LOS by Move: F E E F E E F F D E E F HCM2kAvgQ: 9 39 39 18 46 45 22 22 3 13 13 19 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 7-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.801 Loss Time (sec): 0 Average Delay (sec/veh): 25.1 Optimal Cycle: 0 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 273 19 161 334 1 4 2 2 50 2 192 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 4 386 27 227 472 1 6 3 3 71 3 271 Added Vol: 0 60 7 0 17 0 0 0 0 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 446 34 227 489 1 6 3 3 73 3 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.93 0.93 0.93 0.67 0.67 0.67 0.77 0.77 0.77 PHF Volume: 5 550 42 246 529 2 8 4 4 94 4 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 550 42 246 529 2 8 4 4 94 4 351 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 550 42 246 529 2 8 4 4 94 4 351 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.02 1.84 0.14 0.63 1.36 0.01 0.50 0.25 0.25 0.96 0.04 1.00 Final Sat.: 8 898 69 307 680 2 193 97 97 405 16 497 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.62 0.61 0.61 0.80 0.78 0.77 0.04 0.04 0.04 0.23 0.23 0.71 Crit Moves: **** **** **** **** Delay/Veh: 20.6 20.4 20.0 33.1 30.0 28.9 12.1 12.1 12.1 13.3 13.3 24.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 20.4 20.0 33.1 30.0 28.9 12.1 12.1 12.1 13.3 13.3 24.1 LOS by Move: C C C D D D B B B B B C ApproachDel: 20.3 31.0 12.1 21.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 20.3 31.0 12.1 21.7 LOS by Appr: C D B C AllWayAvgQ: 1.4 1.4 1.4 3.1 2.7 2.7 0.0 0.0 0.0 0.3 0.3 2.0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.955 Loss Time (sec): 12 Average Delay (sec/veh): 52.8 Optimal Cycle: 143 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 64 402 138 38 326 76 86 215 81 131 174 51 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 90 568 195 54 461 107 122 304 114 185 246 72 Added Vol: 1 1 0 8 4 0 0 12 4 0 2 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 91 569 195 62 465 107 122 316 118 185 248 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 0.72 0.72 0.72 0.86 0.86 0.86 PHF Volume: 101 629 216 73 553 128 169 440 165 214 287 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 629 216 73 553 128 169 440 165 214 287 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 101 629 216 73 553 128 169 440 165 214 287 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.82 0.93 0.98 0.79 0.93 0.94 0.93 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.73 0.27 1.00 0.77 0.23 Final Sat.: 1769 1862 1563 1769 1862 1502 1769 1295 486 1769 1383 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.34 0.14 0.04 0.30 0.09 0.10 0.34 0.34 0.12 0.21 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.35 0.35 0.04 0.33 0.33 0.15 0.36 0.36 0.13 0.33 0.33 Volume/Cap: 0.89 0.95 0.39 0.95 0.89 0.26 0.63 0.95 0.95 0.95 0.63 0.63 Uniform Del: 46.4 31.5 24.2 47.7 31.6 24.3 39.7 31.4 31.4 43.4 28.3 28.3 IncremntDel: 52.0 24.4 0.5 87.0 15.0 0.3 4.7 25.0 25.0 47.3 2.2 2.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 98.5 55.9 24.7 134.7 46.6 24.6 44.4 56.4 56.4 90.7 30.5 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.5 55.9 24.7 134.7 46.6 24.6 44.4 56.4 56.4 90.7 30.5 30.5 LOS by Move: F E C F D C D E E F C C HCM2kAvgQ: 6 24 5 5 20 3 5 21 21 10 10 10 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 9-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 7.2 Worst Case Level Of Service: E[ 39.6] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 13 266 4 7 305 71 35 3 18 60 2 24 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 18 376 6 10 431 100 49 4 25 85 3 34 Added Vol: 0 11 0 1 21 49 13 4 31 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 387 6 11 452 149 62 8 56 85 4 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.84 0.84 0.84 1.00 1.00 1.00 0.61 0.61 0.61 PHF Volume: 21 442 6 13 538 178 62 8 56 138 6 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 21 442 6 13 538 178 62 8 56 138 6 55 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 716 xxxx xxxxx 449 xxxx xxxxx 919 1143 358 786 1229 224 Potent Cap.: 881 xxxx xxxxx 1108 xxxx xxxxx 226 199 639 282 177 779 Move Cap.: 881 xxxx xxxxx 1108 xxxx xxxxx 199 191 639 242 170 779 Volume/Cap: 0.02 xxxx xxxx 0.01 xxxx xxxx 0.31 0.04 0.09 0.57 0.04 0.07 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx 0.0 xxxx xxxxx 1.3 xxxx xxxxx xxxx xxxx xxxxx Control Del: 9.2 xxxx xxxxx 8.3 xxxx xxxxx 31.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * A * * D * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 492 xxxx 294 xxxxx SharedQueue: 0.1 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx 0.5 xxxxx 4.6 xxxxx Shrd ConDel: 9.2 xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx 13.4 xxxxx 39.6 xxxxx Shared LOS: A * * A * * * * B * E * ApproachDel: xxxxxx xxxxxx 22.2 39.6 ApproachLOS: * * C E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.791 Loss Time (sec): 9 Average Delay (sec/veh): 30.3 Optimal Cycle: 70 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 1 0 1 0 0 1 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 94 0 299 188 870 0 0 720 97 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 133 0 422 266 1229 0 0 1017 137 Added Vol: 0 7 6 4 1 46 3 6 0 1 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 7 6 137 1 468 269 1235 0 1 1018 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.81 0.81 0.81 0.90 0.90 0.90 0.88 0.88 0.88 PHF Volume: 0 7 6 168 1 577 300 1380 0 1 1152 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 7 6 168 1 577 300 1380 0 1 1152 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 7 6 169 1 577 300 1380 0 1 1152 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.92 0.91 0.93 0.83 0.83 0.93 0.93 0.95 0.11 0.91 0.91 Lanes: 0.00 0.54 0.46 1.00 0.01 1.99 1.00 2.00 0.00 1.00 1.76 0.24 Final Sat.: 0 938 804 1769 7 3159 1769 3538 0 218 3061 412 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.01 0.01 0.10 0.18 0.18 0.17 0.39 0.00 0.01 0.38 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.01 0.01 0.23 0.23 0.23 0.21 0.69 0.00 0.48 0.48 0.48 Volume/Cap: 0.00 0.79 0.79 0.41 0.79 0.79 0.79 0.57 0.00 0.01 0.79 0.79 Uniform Del: 0.0 64.3 64.3 42.5 47.0 47.0 48.3 10.2 0.0 18.0 28.6 28.6 IncremntDel: 0.0 123 122.6 0.7 5.9 5.9 10.8 0.3 0.0 0.0 2.7 2.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 0.0 187 186.8 43.2 52.9 52.9 59.1 10.5 0.0 18.0 31.3 31.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 187 186.8 43.2 52.9 52.9 59.1 10.5 0.0 18.0 31.3 31.3 LOS by Move: A F F D D D E B A B C C HCM2kAvgQ: 0 2 2 6 13 13 13 15 0 0 23 23 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 11-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 76.5 Worst Case Level Of Service: F[674.1] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 622 68 45 909 0 0 0 0 158 0 33 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 879 96 64 1284 0 0 0 0 223 0 47 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 879 96 64 1284 0 0 0 0 223 0 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.71 0.71 0.71 0.92 0.92 0.92 1.00 1.00 1.00 0.75 0.75 0.75 PHF Volume: 0 1233 135 69 1401 0 0 0 0 299 0 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1233 135 69 1401 0 0 0 0 299 0 63 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1367 xxxx xxxxx xxxx xxxx xxxxx 2139 2839 684 Potent Cap.: xxxx xxxx xxxxx 498 xxxx xxxxx xxxx xxxx xxxxx 42 17 391 Move Cap.: xxxx xxxx xxxxx 498 xxxx xxxxx xxxx xxxx xxxxx 37 15 391 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 77 73 xxxxx 137 90 xxxxx Volume/Cap: xxxx xxxx xxxx 0.14 xxxx xxxx xxxx xxxx xxxx 2.19 0.00 0.16 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 13.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 154 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 30.4 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 674 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 674.1 ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 0.901 Loss Time (sec): 6 Average Delay (sec/veh): 10.9 Optimal Cycle: 70 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 262 0 185 0 1574 1144 0 1013 0 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 370 0 261 0 2224 1616 0 1431 0 Added Vol: 0 0 0 8 0 0 0 4 0 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 378 0 261 0 2228 1616 0 1452 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.83 0.83 0.00 0.95 0.95 0.00 0.81 0.81 0.81 PHF Volume: 0 0 0 457 0 0 0 2335 0 0 1784 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 457 0 0 0 2335 0 0 1784 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 457 0 0 0 2335 0 0 1784 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.66 0.00 0.00 0.50 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.73 0.00 0.00 0.73 0.00 Volume/Cap: 0.00 0.00 0.00 0.90 0.00 0.00 0.00 0.90 0.00 0.00 0.69 0.00 Uniform Del: 0.0 0.0 0.0 21.0 0.0 0.0 0.0 5.3 0.0 0.0 3.6 0.0 IncremntDel: 0.0 0.0 0.0 19.1 0.0 0.0 0.0 4.8 0.0 0.0 0.8 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 40.1 0.0 0.0 0.0 10.1 0.0 0.0 4.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 40.1 0.0 0.0 0.0 10.1 0.0 0.0 4.4 0.0 LOS by Move: A A A D A A A B A A A A HCM2kAvgQ: 0 0 0 7 0 0 0 20 0 0 9 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 13-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.578 Loss Time (sec): 12 Average Delay (sec/veh): 278.9 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 782 261 255 279 657 105 113 1070 160 146 1310 83 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1105 369 360 394 928 148 160 1512 226 206 1851 117 Added Vol: 0 0 8 0 0 0 0 11 0 41 62 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1105 369 368 394 928 148 160 1523 226 247 1913 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.85 0.85 0.85 0.91 0.91 0.91 0.83 0.83 0.83 PHF Volume: 1282 428 427 465 1095 175 175 1672 248 299 2313 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1282 428 427 465 1095 175 175 1672 248 299 2313 142 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1282 428 427 465 1095 175 175 1672 248 299 2313 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.88 0.88 0.93 0.93 0.83 0.93 0.91 0.91 0.93 0.93 0.82 Lanes: 2.43 0.79 0.78 1.00 2.00 1.00 1.00 1.74 0.26 1.00 2.00 1.00 Final Sat.: 3925 1310 1308 1769 3538 1583 1769 3021 449 1769 3538 1562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.33 0.26 0.31 0.11 0.10 0.55 0.55 0.17 0.65 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.20 0.20 0.20 0.06 0.37 0.37 0.11 0.41 0.61 Volume/Cap: 1.58 1.58 1.58 1.34 1.58 0.56 1.58 1.51 1.51 1.51 1.58 0.15 Uniform Del: 39.7 39.7 39.7 40.2 40.2 36.3 46.9 31.7 31.7 44.4 29.3 8.4 IncremntDel:263.9 264 263.9 171.5 267 2.4 298.8 236 235.5 255.7 264 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 303.5 304 303.5 211.7 307 38.7 345.7 267 267.3 300.1 293 8.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 303.5 304 303.5 211.7 307 38.7 345.7 267 267.3 300.1 293 8.4 LOS by Move: F F F F F D F F F F F A HCM2kAvgQ: 45 45 45 31 45 6 15 74 74 23 92 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM Thu Apr 13, 2017 13:58:30 Page 14-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:51 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Cum + Project PM Command: Cum + Project PM Volume: Cumulative PM Geometry: Ex w/ Extension PM Impact Fee: Default Impact Fee Trip Generation: Project PM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Cum + Project PM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd F 178.6 1.286 F 214.7 1.386 +36.067 D/V # 2 El Camino Real / McLellan Dr D 45.2 0.883 D 53.4 0.946 + 8.181 D/V # 3 El Camino Real / Arroyo Dr C 30.8 0.711 C 33.8 0.790 + 3.020 D/V # 4 El Camino Real / Chestnut Ave F 97.2 1.095 F 129.5 1.193 +32.280 D/V # 5 El Camino Real / W. Orange Ave F 105.5 1.205 F 110.4 1.226 + 4.902 D/V # 6 Mission Rd / Grand Ave C 23.1 0.781 D 27.7 0.857 + 0.075 V/C # 7 Grand Ave / Chestnut Ave D 42.1 0.861 D 44.4 0.881 + 2.292 D/V # 8 Mission Rd / Oak Ave B 14.1 0.107 B 14.8 0.112 + 0.687 D/V # 9 Mission Rd / Chestnut Ave C 28.2 0.762 C 33.9 0.838 + 5.687 D/V # 10 Juniperro Serra Blvd / Arroyo F 322.7 1.252 F 322.7 1.252 + 0.000 D/V # 11 I-280 SB Ramps / Westborough B D 41.9 1.070 D 48.9 1.095 + 6.985 D/V # 12 I-280 NB Ramps / Westborough B F 196.0 1.396 F 216.0 1.429 +19.984 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.386 Loss Time (sec): 12 Average Delay (sec/veh): 214.7 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1112 751 19 8 469 115 183 17 574 10 16 2 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1571 1061 27 11 663 162 259 24 811 14 23 3 Added Vol: 70 117 0 0 118 0 0 0 71 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1641 1178 27 11 781 162 259 24 882 14 23 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 0.78 0.78 0.78 PHF Volume: 1794 1288 29 12 839 175 306 28 1044 18 29 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1794 1288 29 12 839 175 306 28 1044 18 29 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1794 1288 29 12 839 175 306 28 1044 18 29 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.91 0.90 0.94 0.94 0.73 0.95 0.95 0.95 Lanes: 2.00 1.96 0.04 1.00 1.65 0.35 1.83 0.17 2.00 0.36 0.57 0.07 Final Sat.: 3432 3449 79 1769 2848 593 3258 303 2786 646 1034 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.52 0.37 0.37 0.01 0.29 0.29 0.09 0.09 0.37 0.03 0.03 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.33 0.47 0.47 0.05 0.19 0.19 0.24 0.24 0.24 0.12 0.12 0.12 Volume/Cap: 1.57 0.79 0.79 0.14 1.57 1.57 0.39 0.39 1.57 0.23 0.23 0.23 Uniform Del: 33.3 22.4 22.4 45.4 40.6 40.6 32.0 32.0 38.1 39.8 39.8 39.8 IncremntDel:260.0 2.7 2.7 0.7 263 263.2 0.3 0.3 263.0 0.6 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 293.3 25.1 25.1 46.1 304 303.8 32.3 32.3 301.0 40.4 40.4 40.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 293.3 25.1 25.1 46.1 304 303.8 32.3 32.3 301.0 40.4 40.4 40.4 LOS by Move: F C C D F F C C F D D D HCM2kAvgQ: 68 16 16 0 42 41 5 5 46 2 2 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.946 Loss Time (sec): 12 Average Delay (sec/veh): 53.4 Optimal Cycle: 162 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 0 1 0 0 1 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 1186 185 227 651 48 26 21 50 217 27 411 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 59 1676 261 321 920 68 37 30 71 307 38 581 Added Vol: 0 166 26 39 150 0 0 0 0 13 0 21 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 59 1842 287 360 1070 68 37 30 71 320 38 602 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.88 0.88 0.88 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 61 1909 298 409 1216 77 39 32 76 346 41 651 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 1909 298 409 1216 77 39 32 76 346 41 651 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 1909 298 409 1216 77 39 32 76 346 41 651 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.72 0.90 0.92 0.92 0.95 0.95 0.78 0.87 0.87 0.87 Lanes: 1.00 3.00 1.00 2.00 1.88 0.12 0.55 0.45 1.00 1.32 0.08 1.60 Final Sat.: 1769 5083 1377 3432 3296 209 1002 809 1482 2191 127 2659 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.38 0.22 0.12 0.37 0.37 0.04 0.04 0.05 0.16 0.33 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.04 0.37 0.69 0.12 0.45 0.45 0.10 0.10 0.10 0.32 0.32 0.32 Volume/Cap: 0.83 1.01 0.31 1.01 0.83 0.83 0.39 0.39 0.51 0.49 1.01 0.76 Uniform Del: 61.8 41.0 8.0 57.4 31.7 31.7 54.8 54.8 55.5 35.6 44.2 39.8 IncremntDel: 51.0 24.5 0.2 48.6 3.8 3.8 1.4 1.4 3.0 0.2 31.9 2.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 112.8 65.5 8.1 106.0 35.5 35.5 56.2 56.2 58.5 35.8 76.1 42.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 112.8 65.5 8.1 106.0 35.5 35.5 56.2 56.2 58.5 35.8 76.1 42.4 LOS by Move: F E A F D D E E E D E D HCM2kAvgQ: 3 32 4 9 22 22 3 3 4 9 28 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real / Arroyo Dr ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.790 Loss Time (sec): 9 Average Delay (sec/veh): 33.8 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 0 0 0 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 4.6 4.6 4.6 0.0 0.0 0.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1! 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 170 1213 28 21 905 260 110 2 155 69 3 12 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 240 1714 40 30 1279 367 155 3 219 97 4 17 Added Vol: 50 183 212 29 37 97 -8 0 -6 34 0 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 290 1897 252 59 1316 464 147 3 213 131 4 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.98 0.98 0.98 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 302 1976 262 60 1344 474 166 3 239 131 4 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 302 1976 262 60 1344 474 166 3 239 131 4 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 302 1976 262 60 1344 474 166 3 239 131 4 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.93 0.86 0.85 0.88 0.88 0.87 0.93 0.85 0.81 Lanes: 1.00 2.65 0.35 1.00 2.21 0.79 1.40 0.02 1.58 1.00 0.11 0.89 Final Sat.: 1769 4407 584 1769 3603 1272 2331 26 2613 1769 177 1374 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.45 0.45 0.03 0.37 0.37 0.07 0.12 0.09 0.07 0.02 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.64 0.64 0.05 0.47 0.47 0.16 0.16 0.16 0.09 0.09 0.09 Volume/Cap: 0.79 0.70 0.70 0.70 0.79 0.79 0.45 0.79 0.58 0.79 0.25 0.25 Uniform Del: 55.6 17.6 17.6 70.3 33.3 33.3 57.3 60.8 58.6 66.5 63.1 63.1 IncremntDel: 10.6 0.7 0.7 22.7 1.9 1.9 0.4 8.0 1.3 22.0 0.9 0.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.1 18.3 18.3 93.0 35.2 35.2 57.7 68.9 59.9 88.5 64.0 64.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.1 18.3 18.3 93.0 35.2 35.2 57.7 68.9 59.9 88.5 64.0 64.0 LOS by Move: E B B F D D E E E F E E HCM2kAvgQ: 15 24 24 3 25 25 5 11 7 8 2 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.193 Loss Time (sec): 12 Average Delay (sec/veh): 129.5 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1057 407 184 767 224 204 506 355 267 611 169 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1029 1494 575 260 1084 317 288 715 502 377 863 239 Added Vol: 6 87 4 36 16 13 127 36 16 62 100 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1035 1581 579 296 1100 330 415 751 518 439 963 279 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 1071 1636 599 306 1137 341 458 829 571 463 1015 294 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1071 1636 599 306 1137 341 458 829 571 463 1015 294 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1071 1636 599 306 1137 341 458 829 571 463 1015 294 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.79 0.93 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1562 3432 5083 1500 1769 3538 1534 3432 3538 1536 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.31 0.46 0.38 0.09 0.22 0.23 0.26 0.23 0.37 0.13 0.29 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.27 0.39 0.39 0.07 0.19 0.19 0.22 0.34 0.34 0.12 0.24 0.24 Volume/Cap: 1.17 1.19 0.99 1.19 1.15 1.17 1.19 0.70 1.11 1.11 1.19 0.80 Uniform Del: 54.9 45.9 45.6 69.4 60.4 60.4 58.7 43.2 49.8 65.9 57.0 53.5 IncremntDel: 86.7 94.4 33.9 118.7 78.9 105.5 109.8 1.8 72.8 76.9 98.5 11.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 141.6 140 79.6 188.1 139 165.9 168.5 45.0 122.6 142.8 155 64.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 141.6 140 79.6 188.1 139 165.9 168.5 45.0 122.6 142.8 155 64.8 LOS by Move: F F E F F F F D F F F E HCM2kAvgQ: 38 58 33 13 29 24 33 18 36 17 37 14 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.226 Loss Time (sec): 12 Average Delay (sec/veh): 110.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 1758 164 192 1117 54 82 68 35 137 56 210 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 47 2484 232 271 1578 76 116 96 49 194 79 297 Added Vol: 0 95 0 0 93 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 2579 232 271 1671 76 116 96 49 194 79 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.92 0.92 0.92 0.93 0.93 0.93 0.84 0.84 0.84 PHF Volume: 50 2776 249 294 1811 83 125 104 53 230 94 353 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 2776 249 294 1811 83 125 104 53 230 94 353 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 2776 249 294 1811 83 125 104 53 230 94 353 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.93 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.80 Lanes: 1.00 2.75 0.25 1.00 2.87 0.13 0.55 0.45 1.00 0.71 0.29 1.00 Final Sat.: 1769 4608 414 1769 4826 220 990 821 1510 1277 522 1516 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.60 0.60 0.17 0.38 0.38 0.13 0.13 0.04 0.18 0.18 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.04 0.49 0.49 0.14 0.58 0.58 0.10 0.10 0.10 0.19 0.19 0.19 Volume/Cap: 0.64 1.23 1.23 1.23 0.64 0.64 1.23 1.23 0.34 0.95 0.95 1.23 Uniform Del: 70.5 38.2 38.2 64.8 20.9 20.9 67.3 67.3 62.5 60.0 60.0 60.7 IncremntDel: 17.0 106 105.6 133.0 0.5 0.5 139.8 140 1.3 35.6 35.6 128.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 87.5 144 143.8 197.8 21.4 21.4 207.1 207 63.9 95.6 95.6 189.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 87.5 144 143.8 197.8 21.4 21.4 207.1 207 63.9 95.6 95.6 189.4 LOS by Move: F F F F C C F F E F F F HCM2kAvgQ: 3 76 76 23 21 21 18 18 3 19 19 27 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 7-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Mission Rd / Grand Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.857 Loss Time (sec): 0 Average Delay (sec/veh): 27.7 Optimal Cycle: 0 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 268 45 209 318 2 2 2 3 34 3 204 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 7 379 64 295 449 3 3 3 4 48 4 288 Added Vol: 0 33 4 0 64 0 0 0 0 7 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 412 68 295 513 3 3 3 4 55 4 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.97 0.97 0.97 0.44 0.44 0.44 0.78 0.78 0.78 PHF Volume: 8 446 73 304 528 3 6 6 10 70 5 369 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 446 73 304 528 3 6 6 10 70 5 369 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 446 73 304 528 3 6 6 10 70 5 369 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.03 1.69 0.28 0.73 1.26 0.01 0.28 0.29 0.43 0.93 0.07 1.00 Final Sat.: 14 818 136 355 641 4 113 113 170 393 30 500 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.55 0.54 0.54 0.86 0.82 0.81 0.06 0.06 0.06 0.18 0.18 0.74 Crit Moves: **** **** **** **** Delay/Veh: 18.5 18.1 17.6 39.5 34.5 33.1 12.0 12.0 12.0 12.6 12.6 25.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.5 18.1 17.6 39.5 34.5 33.1 12.0 12.0 12.0 12.6 12.6 25.9 LOS by Move: C C C E D D B B B B B D ApproachDel: 18.0 36.3 12.0 23.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 18.0 36.3 12.0 23.7 LOS by Appr: C E B C AllWayAvgQ: 1.1 1.0 1.0 4.0 3.3 3.3 0.1 0.1 0.1 0.2 0.2 2.2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Grand Ave / Chestnut Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.881 Loss Time (sec): 12 Average Delay (sec/veh): 44.4 Optimal Cycle: 101 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 4 4 4 4 4 4 8 8 4 8 8 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 126 336 107 48 358 77 52 187 59 119 207 57 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 178 475 151 68 506 109 73 264 83 168 292 81 Added Vol: 6 3 0 12 5 0 0 12 4 0 17 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 184 478 151 80 511 109 73 276 87 168 309 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.91 0.91 0.91 0.84 0.84 0.84 0.80 0.80 0.80 PHF Volume: 197 510 162 88 563 120 88 330 104 211 388 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 510 162 88 563 120 88 330 104 211 388 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 197 510 162 88 563 120 88 330 104 211 388 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.98 0.81 0.93 0.98 0.83 0.93 0.94 0.94 0.93 0.95 0.94 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 0.24 1.00 0.78 0.22 Final Sat.: 1769 1862 1540 1769 1862 1570 1769 1361 430 1769 1400 396 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.27 0.10 0.05 0.30 0.08 0.05 0.24 0.24 0.12 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.40 0.40 0.07 0.34 0.34 0.06 0.28 0.28 0.14 0.35 0.35 Volume/Cap: 0.88 0.69 0.26 0.69 0.88 0.22 0.80 0.88 0.88 0.88 0.80 0.80 Uniform Del: 42.9 25.0 20.3 45.3 30.9 23.4 46.2 34.7 34.7 42.4 29.4 29.4 IncremntDel: 30.6 2.8 0.2 14.9 13.4 0.2 31.7 16.6 16.6 29.1 7.0 7.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 73.6 27.8 20.5 60.2 44.4 23.6 78.0 51.3 51.3 71.6 36.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.6 27.8 20.5 60.2 44.4 23.6 78.0 51.3 51.3 71.6 36.4 36.4 LOS by Move: E C C E D C E D D E D D HCM2kAvgQ: 9 14 3 4 20 3 3 14 14 9 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 9-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 1.3 Worst Case Level Of Service: B[ 14.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 12 260 7 14 283 69 28 2 21 38 3 17 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 17 367 10 20 400 97 40 3 30 54 4 24 Added Vol: 0 20 0 1 20 27 50 12 138 0 2 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 387 10 21 420 124 90 15 168 54 6 26 User Adj: 0.88 0.88 0.88 0.84 0.84 0.84 0.00 0.00 0.00 0.61 0.61 0.61 PHF Adj: 0.90 0.90 0.90 0.87 0.87 0.87 1.00 1.00 1.00 0.76 0.76 0.76 PHF Volume: 17 377 10 20 405 120 0 0 0 43 5 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 17 377 10 20 405 120 0 0 0 43 5 21 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 6.8 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 525 xxxx xxxxx 387 xxxx xxxxx 729 925 263 658 980 194 Potent Cap.: 1038 xxxx xxxxx 1168 xxxx xxxxx 310 268 736 397 248 815 Move Cap.: 1038 xxxx xxxxx 1168 xxxx xxxxx 290 258 736 387 240 815 Volume/Cap: 0.02 xxxx xxxx 0.02 xxxx xxxx 0.00 0.00 0.00 0.11 0.02 0.03 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.5 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx 437 xxxxx SharedQueue: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.6 xxxxx Shrd ConDel: 8.5 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.8 xxxxx Shared LOS: A * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.8 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Mission Rd / Chestnut Ave ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.838 Loss Time (sec): 9 Average Delay (sec/veh): 33.9 Optimal Cycle: 84 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 9 9 9 4 6 6 9 9 9 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.2 4.2 4.2 Lanes: 0 0 0 1 0 1 0 0 1 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 93 0 242 270 772 0 0 684 93 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 131 0 342 382 1091 0 0 966 131 Added Vol: 0 3 3 12 7 140 15 1 0 6 15 2 PasserByVol: 0 0 -1 0 0 0 0 1 -1 0 0 0 Initial Fut: 0 3 2 143 7 482 397 1093 -1 6 981 133 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.87 0.87 0.87 0.96 0.96 0.00 0.88 0.88 0.88 PHF Volume: 0 3 2 165 8 554 415 1144 0 7 1117 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3 2 165 8 554 415 1144 0 7 1117 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 3 2 165 8 554 415 1144 0 7 1117 152 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.93 0.92 0.93 0.83 0.83 0.93 0.93 0.95 0.17 0.91 0.91 Lanes: 0.00 0.60 0.40 1.00 0.03 1.97 1.00 2.00 0.00 1.00 1.76 0.24 Final Sat.: 0 1053 702 1769 45 3127 1769 3538 0 330 3058 416 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.18 0.18 0.23 0.32 0.00 0.02 0.37 0.37 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.00 0.00 0.21 0.21 0.21 0.28 0.72 0.00 0.44 0.44 0.44 Volume/Cap: 0.00 0.84 0.84 0.44 0.84 0.84 0.84 0.45 0.00 0.05 0.84 0.84 Uniform Del: 0.0 64.7 64.7 44.6 49.1 49.1 44.0 7.8 0.0 21.1 32.6 32.6 IncremntDel: 0.0 256 255.9 0.8 9.1 9.1 11.9 0.1 0.0 0.1 4.3 4.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 0.0 321 320.7 45.4 58.3 58.3 55.9 7.9 0.0 21.3 36.9 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 321 320.7 45.4 58.3 58.3 55.9 7.9 0.0 21.3 36.9 36.9 LOS by Move: A F F D E E E A A C D D HCM2kAvgQ: 0 1 1 6 13 13 18 10 0 0 23 23 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 11-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Juniperro Serra Blvd / Arroyo Dr ******************************************************************************** Average Delay (sec/veh): 28.9 Worst Case Level Of Service: F[322.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 893 169 43 455 0 0 0 0 108 0 62 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 1262 239 61 643 0 0 0 0 153 0 88 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1262 239 61 643 0 0 0 0 153 0 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.84 0.84 0.84 1.00 1.00 1.00 0.99 0.99 0.99 PHF Volume: 0 1402 265 73 769 0 0 0 0 154 0 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1402 265 73 769 0 0 0 0 154 0 89 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1667 xxxx xxxxx xxxx xxxx xxxxx 2065 2449 834 Potent Cap.: xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx 47 31 312 Move Cap.: xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx 40 25 312 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 121 62 xxxxx 123 110 xxxxx Volume/Cap: xxxx xxxx xxxx 0.19 xxxx xxxx xxxx xxxx xxxx 1.25 0.00 0.28 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.7 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 16.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 158 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 16.2 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 323 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 322.7 ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 I-280 SB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 50 Critical Vol./Cap.(X): 1.095 Loss Time (sec): 6 Average Delay (sec/veh): 48.9 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Permitted Permitted Rights: Include Ignore Ignore Include Min. Green: 0 0 0 4 4 4 9 9 9 9 9 9 Y+R: 0.0 0.0 0.0 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.5 4.5 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 595 0 710 0 854 566 0 1616 0 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 0 0 0 841 0 1003 0 1207 800 0 2283 0 Added Vol: 0 0 0 47 0 0 0 24 0 0 23 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 888 0 1003 0 1231 800 0 2306 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.92 0.92 0.00 0.95 0.95 0.00 0.96 0.96 0.96 PHF Volume: 0 0 0 969 0 0 0 1293 0 0 2410 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 969 0 0 0 1293 0 0 2410 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 969 0 0 0 1293 0 0 2410 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3432 0 1900 0 3538 1900 0 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.28 0.00 0.00 0.00 0.37 0.00 0.00 0.68 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.26 0.00 0.00 0.00 0.62 0.00 0.00 0.62 0.00 Volume/Cap: 0.00 0.00 0.00 1.10 0.00 0.00 0.00 0.59 0.00 0.00 1.10 0.00 Uniform Del: 0.0 0.0 0.0 18.6 0.0 0.0 0.0 5.6 0.0 0.0 9.4 0.0 IncremntDel: 0.0 0.0 0.0 59.6 0.0 0.0 0.0 0.4 0.0 0.0 50.7 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 78.1 0.0 0.0 0.0 6.0 0.0 0.0 60.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 78.1 0.0 0.0 0.0 6.0 0.0 0.0 60.2 0.0 LOS by Move: A A A E A A A A A A E A HCM2kAvgQ: 0 0 0 18 0 0 0 7 0 0 39 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 13-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.429 Loss Time (sec): 12 Average Delay (sec/veh): 216.0 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 982 683 196 142 241 121 174 834 203 203 1216 218 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1388 965 277 201 341 171 246 1178 287 287 1718 308 Added Vol: 0 0 47 0 0 0 0 71 0 47 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1388 965 324 201 341 171 246 1249 287 334 1788 308 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.80 0.80 0.80 0.96 0.96 0.96 0.91 0.91 0.91 PHF Volume: 1428 993 333 252 427 215 257 1306 300 368 1972 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1428 993 333 252 427 215 257 1306 300 368 1972 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1428 993 333 252 427 215 257 1306 300 368 1972 340 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.89 0.89 0.93 0.93 0.83 0.93 0.90 0.90 0.93 0.93 0.83 Lanes: 2.10 1.42 0.48 1.00 2.00 1.00 1.00 1.63 0.37 1.00 2.00 1.00 Final Sat.: 3456 2404 807 1769 3538 1583 1769 2797 642 1769 3538 1580 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.41 0.41 0.41 0.14 0.12 0.14 0.15 0.47 0.47 0.21 0.56 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.29 0.29 0.10 0.10 0.10 0.10 0.34 0.34 0.15 0.39 0.49 Volume/Cap: 1.43 1.43 1.43 1.43 1.21 1.36 1.43 1.37 1.37 1.37 1.43 0.44 Uniform Del: 35.6 35.6 35.6 45.0 45.0 45.0 44.9 33.0 33.0 42.4 30.5 16.6 IncremntDel:196.3 196 196.3 222.7 119 197.9 222.2 173 173.4 189.8 197 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 231.8 232 231.8 267.8 164 242.9 267.1 206 206.4 232.2 228 17.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 231.8 232 231.8 267.8 164 242.9 267.1 206 206.4 232.2 228 17.0 LOS by Move: F F F F F F F F F F F B HCM2kAvgQ: 51 51 51 19 15 16 19 55 55 26 71 7 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM Thu Apr 13, 2017 13:58:57 Page 14-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Mitigated Existing (2016) Plus Project Traffic Conditions Analysis Ex + Project AM - mit Thu Apr 20, 2017 09:53:24 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Ex + Project AM - mit Command: Ex + Project AM Volume: Existing AM Geometry: Existing AM Impact Fee: Default Impact Fee Trip Generation: Project AM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Ex + Project AM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd C 34.0 0.644 C 33.2 0.655 -0.842 D/V # 4 El Camino Real / Chestnut Ave D 42.5 0.961 D 49.1 1.006 + 6.515 D/V # 12 I-280 NB Ramps / Westborough B E 71.6 1.040 E 78.8 1.066 + 7.202 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.655 Loss Time (sec): 12 Average Delay (sec/veh): 33.2 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Ovl Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 575 307 6 4 577 67 157 12 850 21 30 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 575 307 6 4 577 67 157 12 850 21 30 8 Added Vol: 62 103 0 0 19 0 0 0 11 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 637 410 6 4 596 67 157 12 861 21 30 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.92 0.92 0.92 0.89 0.89 0.89 0.82 0.82 0.82 PHF Volume: 757 488 7 4 651 73 176 13 966 26 37 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 757 488 7 4 651 73 176 13 966 26 37 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 757 488 7 4 651 73 176 13 966 26 37 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.92 0.92 0.94 0.94 0.73 0.95 0.95 0.94 Lanes: 2.00 1.97 0.03 1.00 1.80 0.20 1.86 0.14 2.00 0.36 0.51 0.13 Final Sat.: 3432 3480 51 1769 3132 352 3307 253 2786 640 914 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.14 0.14 0.00 0.21 0.21 0.05 0.05 0.35 0.04 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.32 0.52 0.52 0.11 0.31 0.31 0.19 0.19 0.51 0.09 0.09 0.09 Volume/Cap: 0.68 0.27 0.27 0.02 0.68 0.68 0.29 0.29 0.68 0.43 0.43 0.43 Uniform Del: 38.1 17.7 17.7 51.2 39.6 39.6 45.6 45.6 23.9 55.8 55.8 55.8 IncremntDel: 1.7 0.1 0.1 0.0 1.8 1.8 0.2 0.2 1.4 1.8 1.8 1.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 39.8 17.8 17.8 51.3 41.4 41.4 45.8 45.8 25.3 57.6 57.6 57.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 17.8 17.8 51.3 41.4 41.4 45.8 45.8 25.3 57.6 57.6 57.6 LOS by Move: D B B D D D D D C E E E HCM2kAvgQ: 13 6 6 0 14 14 3 3 17 3 3 3 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 1.006 Loss Time (sec): 12 Average Delay (sec/veh): 49.1 Optimal Cycle: 157 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 448 597 284 208 887 76 314 659 475 366 603 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 448 597 284 208 887 76 314 659 475 366 603 148 Added Vol: 13 17 18 30 14 9 12 30 14 54 54 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 461 614 302 238 901 85 326 689 489 420 657 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 0.75 0.75 0.75 PHF Volume: 497 662 325 271 1025 97 356 752 534 562 880 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 497 662 325 271 1025 97 356 752 534 562 880 225 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 497 662 325 271 1025 97 356 752 534 562 880 225 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.83 0.90 0.89 0.81 0.93 0.93 0.81 0.90 0.93 0.82 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1570 3432 5083 1545 1769 3538 1548 3432 3538 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.19 0.21 0.08 0.20 0.06 0.20 0.21 0.34 0.16 0.25 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.25 0.25 0.09 0.20 0.20 0.23 0.34 0.34 0.16 0.28 0.28 Volume/Cap: 1.01 0.75 0.83 0.83 1.01 0.31 0.89 0.62 1.01 1.01 0.89 0.52 Uniform Del: 34.2 27.7 28.4 35.6 32.0 27.3 30.0 21.9 26.3 33.5 27.6 24.3 IncremntDel: 42.0 3.6 13.9 16.3 29.7 0.6 21.0 1.0 40.6 39.6 10.0 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.3 31.3 42.4 51.9 61.7 27.9 50.9 22.9 66.9 73.1 37.7 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.3 31.3 42.4 51.9 61.7 27.9 50.9 22.9 66.9 73.1 37.7 25.4 LOS by Move: E C D D E C D C E E D C HCM2kAvgQ: 11 10 10 6 15 2 12 9 20 13 15 5 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 1.066 Loss Time (sec): 12 Average Delay (sec/veh): 78.8 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 1 1 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 782 261 255 279 657 105 113 1070 160 146 1310 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 782 261 255 279 657 105 113 1070 160 146 1310 83 Added Vol: 0 0 8 0 0 0 0 11 0 41 62 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 782 261 263 279 657 105 113 1081 160 187 1372 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.85 0.85 0.85 0.91 0.91 0.91 0.83 0.83 0.83 PHF Volume: 907 303 305 329 775 124 124 1187 176 226 1659 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 907 303 305 329 775 124 124 1187 176 226 1659 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 907 303 305 329 775 124 124 1187 176 226 1659 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.88 0.88 0.92 0.92 0.83 0.90 0.91 0.91 0.90 0.93 0.82 Lanes: 2.43 0.78 0.79 1.00 2.00 1.00 2.00 1.74 0.26 2.00 2.00 1.00 Final Sat.: 3918 1308 1318 1742 3485 1583 3432 3022 447 3432 3538 1562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.23 0.19 0.22 0.08 0.04 0.39 0.39 0.07 0.47 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.20 0.20 0.20 0.05 0.41 0.41 0.07 0.43 0.64 Volume/Cap: 1.09 1.09 1.09 0.92 1.09 0.38 0.72 0.95 0.95 0.95 1.09 0.10 Uniform Del: 47.2 47.2 47.2 46.8 47.7 41.2 56.2 34.1 34.1 55.6 34.1 8.5 IncremntDel: 50.9 50.9 50.9 11.7 54.4 0.8 14.1 13.9 13.9 44.8 50.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 98.1 98.1 98.1 58.5 102 41.9 70.3 48.0 48.0 100.5 84.1 8.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.1 98.1 98.1 58.5 102 41.9 70.3 48.0 48.0 100.5 84.1 8.5 LOS by Move: F F F E F D E D D F F A HCM2kAvgQ: 23 23 23 16 23 4 4 31 31 7 45 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project AM - mit Thu Apr 20, 2017 09:53:25 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:49 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Ex + Project PM - mit Command: Ex + Project PM Volume: Existing PM Geometry: Existing PM Impact Fee: Default Impact Fee Trip Generation: Project PM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Ex + ProjectPM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd C 26.5 0.709 C 30.8 0.775 + 4.237 D/V # 4 El Camino Real / Chestnut Ave C 33.2 0.853 D 42.0 0.951 + 8.779 D/V # 12 I-280 NB Ramps / Westborough B D 42.4 0.933 D 47.9 0.966 + 5.548 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775 Loss Time (sec): 12 Average Delay (sec/veh): 30.8 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Ovl Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1112 751 19 8 469 115 183 17 574 10 16 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1112 751 19 8 469 115 183 17 574 10 16 2 Added Vol: 70 117 0 0 118 0 0 0 71 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1182 868 19 8 587 115 183 17 645 10 16 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 0.78 0.78 0.78 PHF Volume: 1292 949 21 9 631 124 217 20 763 13 21 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1292 949 21 9 631 124 217 20 763 13 21 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1292 949 21 9 631 124 217 20 763 13 21 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.91 0.90 0.94 0.94 0.73 0.95 0.95 0.95 Lanes: 2.00 1.96 0.04 1.00 1.67 0.33 1.83 0.17 2.00 0.36 0.57 0.07 Final Sat.: 3432 3452 76 1769 2880 564 3258 303 2786 646 1034 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.38 0.27 0.27 0.00 0.22 0.22 0.07 0.07 0.27 0.02 0.02 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.41 0.57 0.57 0.08 0.24 0.24 0.11 0.11 0.52 0.12 0.12 0.12 Volume/Cap: 0.92 0.48 0.48 0.06 0.92 0.92 0.60 0.60 0.53 0.17 0.17 0.17 Uniform Del: 27.8 12.9 12.9 42.3 37.1 37.1 42.4 42.4 15.8 39.5 39.5 39.5 IncremntDel: 9.6 0.2 0.2 0.2 14.8 14.8 2.7 2.7 0.4 0.4 0.4 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 37.4 13.1 13.1 42.5 51.9 51.9 45.1 45.1 16.2 39.9 39.9 39.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.4 13.1 13.1 42.5 51.9 51.9 45.1 45.1 16.2 39.9 39.9 39.9 LOS by Move: D B B D D D D D B D D D HCM2kAvgQ: 20 9 9 0 16 16 4 4 9 1 1 1 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 75 Critical Vol./Cap.(X): 0.951 Loss Time (sec): 12 Average Delay (sec/veh): 42.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1057 407 207 734 188 176 534 355 300 647 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 728 1057 407 207 734 188 176 534 355 300 647 184 Added Vol: 6 53 38 36 -3 -2 98 87 64 33 35 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 734 1110 445 243 731 186 274 621 419 333 682 224 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 760 1149 461 251 756 192 302 685 462 351 719 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 760 1149 461 251 756 192 302 685 462 351 719 236 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 760 1149 461 251 756 192 302 685 462 351 719 236 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.83 0.90 0.89 0.81 0.93 0.93 0.82 0.90 0.93 0.82 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1572 3432 5083 1532 1769 3538 1549 3432 3538 1550 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.32 0.29 0.07 0.15 0.13 0.17 0.19 0.30 0.10 0.20 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.34 0.34 0.08 0.17 0.17 0.19 0.31 0.31 0.11 0.23 0.23 Volume/Cap: 0.88 0.95 0.86 0.95 0.88 0.75 0.89 0.62 0.95 0.95 0.89 0.67 Uniform Del: 27.1 24.1 23.0 34.5 30.5 29.7 29.5 21.9 25.2 33.3 28.0 26.3 IncremntDel: 10.8 15.6 13.0 42.0 10.9 11.3 23.4 1.1 28.8 34.2 11.7 4.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 37.9 39.7 36.0 76.5 41.3 41.0 52.9 22.9 53.9 67.5 39.7 31.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 39.7 36.0 76.5 41.3 41.0 52.9 22.9 53.9 67.5 39.7 31.0 LOS by Move: D D D E D D D C D E D C HCM2kAvgQ: 12 19 13 6 10 6 10 8 16 8 12 6 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 95 Critical Vol./Cap.(X): 0.966 Loss Time (sec): 12 Average Delay (sec/veh): 47.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 1 1 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 982 683 196 142 241 121 174 834 203 203 1216 218 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 982 683 196 142 241 121 174 834 203 203 1216 218 Added Vol: 0 0 47 0 0 0 0 71 0 47 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 982 683 243 142 241 121 174 905 203 250 1286 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.80 0.80 0.80 0.96 0.96 0.96 0.91 0.91 0.91 PHF Volume: 1010 703 250 178 302 152 182 946 212 276 1418 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1010 703 250 178 302 152 182 946 212 276 1418 240 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1010 703 250 178 302 152 182 946 212 276 1418 240 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.89 0.89 0.91 0.91 0.83 0.90 0.91 0.91 0.90 0.93 0.83 Lanes: 2.09 1.41 0.50 1.11 1.89 1.00 2.00 1.63 0.37 2.00 2.00 1.00 Final Sat.: 3428 2385 848 1932 3279 1583 3432 2812 631 3432 3538 1581 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.29 0.29 0.09 0.09 0.10 0.05 0.34 0.34 0.08 0.40 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.30 0.30 0.30 0.10 0.10 0.10 0.06 0.38 0.38 0.09 0.41 0.51 Volume/Cap: 0.98 0.98 0.98 0.94 0.94 0.98 0.84 0.88 0.88 0.88 0.98 0.30 Uniform Del: 32.8 32.8 32.8 42.5 42.5 42.7 44.0 27.3 27.3 42.6 27.5 13.5 IncremntDel: 14.9 14.9 14.9 25.3 25.3 64.8 24.1 7.1 7.1 23.6 18.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.7 47.7 47.7 67.9 67.9 107.6 68.1 34.4 34.4 66.3 45.7 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.7 47.7 47.7 67.9 67.9 107.6 68.1 34.4 34.4 66.3 45.7 13.7 LOS by Move: D D D E E F E C C E D B HCM2kAvgQ: 21 21 21 8 8 8 5 20 20 7 28 4 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Ex + Project PM - mit Thu Apr 20, 2017 09:53:50 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Transportation Impact Analysis │ El Camino Real/Chestnut Avenue Area Plan Update April 2017 │ Draft Mitigated Cumulative Plus Project Traffic Conditions Analysis Cum + Project AM - mit Thu Apr 20, 2017 09:56:14 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Cum + Project AM - mit Command: Cum + Project AM Volume: Cumulative AM Geometry: Ex w/ Extension PM Impact Fee: Default Impact Fee Trip Generation: Project AM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Cum + Project AM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd D 54.6 0.939 E 56.2 0.950 + 1.577 D/V # 2 El Camino Real / McLellan Dr D 49.1 0.921 D 51.3 0.899 + 2.223 D/V # 4 El Camino Real / Chestnut Ave E 77.2 1.060 F 87.1 1.104 + 9.968 D/V # 5 El Camino Real / W. Orange Ave E 60.2 0.998 E 62.2 1.017 + 1.979 D/V # 8 Mission Rd / Oak Ave C 24.9 0.504 D 30.0 0.571 + 5.109 D/V # 12 I-280 NB Ramps / Westborough B F 226.3 1.430 F 236.3 1.455 + 9.994 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.950 Loss Time (sec): 12 Average Delay (sec/veh): 56.2 Optimal Cycle: 139 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Ovl Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 575 307 6 4 577 67 157 12 850 21 30 8 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 812 434 8 6 815 95 222 17 1201 30 42 11 Added Vol: 62 103 0 0 19 0 0 0 11 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 874 537 8 6 834 95 222 17 1212 30 42 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.92 0.92 0.92 0.89 0.89 0.89 0.82 0.82 0.82 PHF Volume: 1040 638 10 6 912 103 249 19 1360 36 52 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1040 638 10 6 912 103 249 19 1360 36 52 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1040 638 10 6 912 103 249 19 1360 36 52 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.92 0.92 0.94 0.94 0.73 0.95 0.95 0.94 Lanes: 2.00 1.97 0.03 1.00 1.80 0.20 1.86 0.14 2.00 0.36 0.51 0.13 Final Sat.: 3432 3476 55 1769 3129 355 3307 253 2786 640 914 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.18 0.18 0.00 0.29 0.29 0.08 0.08 0.49 0.06 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.30 0.48 0.48 0.10 0.28 0.28 0.18 0.18 0.48 0.12 0.12 0.12 Volume/Cap: 1.03 0.39 0.39 0.03 1.03 1.03 0.42 0.42 1.03 0.47 0.47 0.47 Uniform Del: 35.2 16.8 16.8 40.3 35.8 35.8 36.3 36.3 26.2 41.0 41.0 41.0 IncremntDel: 35.1 0.1 0.1 0.1 35.4 35.4 0.4 0.4 31.5 1.6 1.6 1.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 70.3 17.0 17.0 40.4 71.2 71.2 36.7 36.7 57.7 42.7 42.7 42.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.3 17.0 17.0 40.4 71.2 71.2 36.7 36.7 57.7 42.7 42.7 42.7 LOS by Move: E B B D E E D D E D D D HCM2kAvgQ: 21 6 6 0 24 24 4 4 33 3 3 3 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.899 Loss Time (sec): 12 Average Delay (sec/veh): 51.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 1 0 0 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 31 470 121 394 1087 29 33 25 50 213 28 365 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 44 664 171 557 1536 41 47 35 71 301 40 516 Added Vol: 0 125 13 10 20 0 0 0 0 -1 0 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 789 184 567 1556 41 47 35 71 300 40 556 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.88 0.88 0.88 0.82 0.82 0.82 0.79 0.79 0.79 PHF Volume: 48 873 204 647 1776 47 57 43 86 381 50 705 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 873 204 647 1776 47 57 43 86 381 50 705 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 873 204 647 1776 47 57 43 86 381 50 705 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.79 0.90 0.93 0.93 0.93 0.88 0.82 0.93 0.84 0.83 Lanes: 1.00 3.00 1.00 2.00 1.95 0.05 1.00 0.32 0.68 1.00 0.13 1.87 Final Sat.: 1769 5083 1502 3432 3433 90 1769 530 1061 1769 210 2955 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.17 0.14 0.19 0.52 0.52 0.03 0.08 0.08 0.22 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.03 0.27 0.50 0.29 0.53 0.53 0.10 0.11 0.11 0.24 0.25 0.25 Volume/Cap: 0.89 0.64 0.27 0.64 0.97 0.97 0.32 0.74 0.74 0.91 0.97 0.97 Uniform Del: 62.8 42.0 18.5 39.9 29.5 29.5 54.4 56.1 56.1 48.4 48.6 48.6 IncremntDel: 82.7 1.0 0.2 1.4 14.9 14.9 1.1 15.8 15.8 24.1 25.7 25.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 145.5 43.1 18.7 41.3 44.4 44.4 55.5 71.9 71.9 72.5 74.3 74.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 145.5 43.1 18.7 41.3 44.4 44.4 55.5 71.9 71.9 72.5 74.3 74.3 LOS by Move: F D B D D D E E E E E E HCM2kAvgQ: 2 11 4 11 35 35 2 7 7 18 20 20 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 115 Critical Vol./Cap.(X): 1.104 Loss Time (sec): 12 Average Delay (sec/veh): 87.1 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 448 597 284 187 922 112 349 624 475 331 567 133 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 633 844 401 264 1303 158 493 882 671 468 801 188 Added Vol: 13 26 9 30 47 35 20 18 4 31 46 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 646 870 410 294 1350 193 513 900 675 499 847 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 0.75 0.75 0.75 PHF Volume: 696 937 442 335 1536 220 560 982 737 668 1134 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 696 937 442 335 1536 220 560 982 737 668 1134 278 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 696 937 442 335 1536 220 560 982 737 668 1134 278 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.81 0.90 0.93 0.81 0.90 0.93 0.82 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1565 3432 5083 1540 3432 3538 1541 3432 3538 1550 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.26 0.28 0.10 0.30 0.14 0.16 0.28 0.48 0.19 0.32 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.34 0.34 0.12 0.27 0.27 0.15 0.26 0.44 0.18 0.29 0.29 Volume/Cap: 1.10 0.78 0.83 0.83 1.10 0.52 1.10 1.08 1.08 1.08 1.10 0.62 Uniform Del: 46.9 34.1 34.9 49.6 41.8 35.4 49.0 42.7 32.1 47.1 40.8 35.3 IncremntDel: 67.7 3.3 10.6 13.6 57.9 1.2 71.4 52.9 59.4 58.8 61.0 2.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 114.7 37.4 45.6 63.2 99.6 36.6 120.4 95.6 91.5 105.9 102 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 114.7 37.4 45.6 63.2 99.6 36.6 120.4 95.6 91.5 105.9 102 37.9 LOS by Move: F D D E F D F F F F F D HCM2kAvgQ: 21 17 17 8 30 7 17 27 37 19 32 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 135 Critical Vol./Cap.(X): 1.017 Loss Time (sec): 12 Average Delay (sec/veh): 62.2 Optimal Cycle: OPTIMIZED Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 2 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 897 119 190 1427 77 151 63 45 110 63 197 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 89 1267 168 268 2016 109 213 89 64 155 89 278 Added Vol: 0 15 0 0 82 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 1282 168 268 2098 109 213 89 64 155 89 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.95 0.95 0.95 0.83 0.83 0.83 0.93 0.93 0.93 PHF Volume: 116 1674 220 283 2216 115 257 107 77 168 96 301 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 1674 220 283 2216 115 257 107 77 168 96 301 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 1674 220 283 2216 115 257 107 77 168 96 301 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.87 0.90 0.89 0.88 0.95 0.95 0.79 0.95 0.95 0.81 Lanes: 1.00 2.65 0.35 2.00 2.85 0.15 0.71 0.29 1.00 0.64 0.36 1.00 Final Sat.: 1769 4413 579 3432 4797 249 1269 530 1503 1147 657 1534 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.38 0.38 0.08 0.46 0.46 0.20 0.20 0.05 0.15 0.15 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.43 0.43 0.09 0.45 0.45 0.20 0.23 0.23 0.16 0.19 0.19 Volume/Cap: 1.02 0.89 0.89 0.89 1.02 1.02 1.02 0.89 0.22 0.89 0.76 1.02 Uniform Del: 63.1 35.8 35.8 60.6 36.8 36.8 54.1 50.5 42.4 55.2 51.5 54.5 IncremntDel: 88.7 5.1 5.1 25.1 23.1 23.1 51.8 20.7 0.3 26.4 9.4 56.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 151.8 40.9 40.9 85.6 59.9 59.9 105.9 71.2 42.8 81.6 60.9 111.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 151.8 40.9 40.9 85.6 59.9 59.9 105.9 71.2 42.8 81.6 60.9 111.1 LOS by Move: F D D F E E F E D F E F HCM2kAvgQ: 8 29 29 9 43 43 21 18 3 14 12 18 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 6.0 Worst Case Level Of Service: D[ 30.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 13 266 4 7 305 71 35 3 18 60 2 24 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 18 376 6 10 431 100 49 4 25 85 3 34 Added Vol: 0 11 0 1 21 49 13 4 31 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 387 6 11 452 149 62 8 56 85 4 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.84 0.84 0.84 1.00 1.00 1.00 0.61 0.61 0.61 PHF Volume: 21 442 6 13 538 178 62 8 56 138 6 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 21 442 6 13 538 178 62 8 56 138 6 55 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 716 xxxx xxxxx 449 xxxx xxxxx 919 1143 358 786 1229 224 Potent Cap.: 881 xxxx xxxxx 1108 xxxx xxxxx 226 199 639 282 177 779 Move Cap.: 881 xxxx xxxxx 1108 xxxx xxxxx 199 191 639 242 170 779 Volume/Cap: 0.02 xxxx xxxx 0.01 xxxx xxxx 0.31 0.04 0.09 0.57 0.04 0.07 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx 0.0 xxxx xxxxx 1.3 xxxx xxxxx 3.2 xxxx xxxxx Control Del: 9.2 xxxx xxxxx 8.3 xxxx xxxxx 31.2 xxxx xxxxx 38.0 xxxx xxxxx LOS by Move: A * * A * * D * * E * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 492 xxxx xxxx 571 SharedQueue: 0.1 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx 0.5 xxxxx xxxx 0.4 Shrd ConDel: 9.2 xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx 13.4 xxxxx xxxx 12.1 Shared LOS: A * * A * * * * B * * B ApproachDel: xxxxxx xxxxxx 22.2 30.0 ApproachLOS: * * C D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 1.455 Loss Time (sec): 12 Average Delay (sec/veh): 236.3 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 1 1 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 782 261 255 279 657 105 113 1070 160 146 1310 83 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1105 369 360 394 928 148 160 1512 226 206 1851 117 Added Vol: 0 0 8 0 0 0 0 11 0 41 62 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1105 369 368 394 928 148 160 1523 226 247 1913 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.85 0.85 0.85 0.91 0.91 0.91 0.83 0.83 0.83 PHF Volume: 1282 428 427 465 1095 175 175 1672 248 299 2313 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1282 428 427 465 1095 175 175 1672 248 299 2313 142 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1282 428 427 465 1095 175 175 1672 248 299 2313 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.88 0.88 0.92 0.92 0.83 0.90 0.91 0.91 0.90 0.93 0.82 Lanes: 2.43 0.79 0.78 1.00 2.00 1.00 2.00 1.74 0.26 2.00 2.00 1.00 Final Sat.: 3925 1310 1308 1742 3485 1583 3432 3021 449 3432 3538 1561 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.33 0.27 0.31 0.11 0.05 0.55 0.55 0.09 0.65 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.04 0.42 0.42 0.07 0.45 0.66 Volume/Cap: 1.46 1.46 1.46 1.24 1.46 0.51 1.36 1.32 1.32 1.32 1.46 0.14 Uniform Del: 62.1 62.1 62.1 62.8 62.8 55.4 77.0 46.4 46.4 74.7 44.1 10.0 IncremntDel:210.3 210 210.3 114.5 212 1.3 204.8 148 148.3 170.9 210 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 272.4 272 272.4 177.2 274 56.7 281.8 195 194.7 245.6 254 10.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 272.4 272 272.4 177.2 274 56.7 281.8 195 194.7 245.6 254 10.0 LOS by Move: F F F F F E F F F F F B HCM2kAvgQ: 51 51 51 37 51 8 9 79 79 14 105 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project AM - mit Thu Apr 20, 2017 09:56:16 Page 8-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:36 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: Cum + Project PM - mit Command: Cum + Project PM Volume: Cumulative PM Geometry: Ex w/ Extension PM Impact Fee: Default Impact Fee Trip Generation: Project PM Trip Distribution: SSF SP Paths: Default Path Routes: Default Route Configuration: Cum + Project PM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 El Camino Real / Hickey Blvd E 70.2 1.001 F 89.6 1.067 +19.427 D/V # 2 El Camino Real / McLellan Dr D 39.0 0.749 D 42.0 0.808 + 2.976 D/V # 4 El Camino Real / Chestnut Ave E 58.7 0.983 F 80.1 1.085 +21.394 D/V # 5 El Camino Real / W. Orange Ave E 79.8 1.127 F 84.8 1.148 + 4.930 D/V # 8 Mission Rd / Oak Ave B 13.6 0.107 B 14.1 0.112 + 0.520 D/V # 12 I-280 NB Ramps / Westborough B F 150.8 1.245 F 166.2 1.276 +15.339 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real / Hickey Blvd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.067 Loss Time (sec): 12 Average Delay (sec/veh): 89.6 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Ovl Include Min. Green: 4 10 10 4 10 10 11 11 11 12 12 12 Y+R: 3.0 4.5 4.5 3.2 4.5 4.5 4.4 4.4 4.4 3.6 3.6 3.6 Lanes: 2 0 1 1 0 1 0 1 1 0 1 1 0 0 2 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1112 751 19 8 469 115 183 17 574 10 16 2 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1571 1061 27 11 663 162 259 24 811 14 23 3 Added Vol: 70 117 0 0 118 0 0 0 71 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1641 1178 27 11 781 162 259 24 882 14 23 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 0.78 0.78 0.78 PHF Volume: 1794 1288 29 12 839 175 306 28 1044 18 29 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1794 1288 29 12 839 175 306 28 1044 18 29 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1794 1288 29 12 839 175 306 28 1044 18 29 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.93 0.93 0.91 0.90 0.94 0.94 0.73 0.95 0.95 0.95 Lanes: 2.00 1.96 0.04 1.00 1.65 0.35 1.83 0.17 2.00 0.36 0.57 0.07 Final Sat.: 3432 3449 79 1769 2848 593 3258 303 2786 646 1034 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.52 0.37 0.37 0.01 0.29 0.29 0.09 0.09 0.37 0.03 0.03 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.42 0.59 0.59 0.06 0.23 0.23 0.11 0.11 0.53 0.12 0.12 0.12 Volume/Cap: 1.26 0.64 0.64 0.11 1.26 1.26 0.85 0.85 0.71 0.23 0.23 0.23 Uniform Del: 29.2 13.6 13.6 44.2 38.3 38.3 43.7 43.7 18.0 39.8 39.8 39.8 IncremntDel:121.6 0.7 0.7 0.4 126 125.8 16.5 16.5 1.7 0.6 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 150.8 14.3 14.3 44.6 164 164.0 60.2 60.2 19.7 40.4 40.4 40.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 150.8 14.3 14.3 44.6 164 164.0 60.2 60.2 19.7 40.4 40.4 40.4 LOS by Move: F B B D F F E E B D D D HCM2kAvgQ: 50 13 13 0 32 32 8 8 15 2 2 2 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 El Camino Real / McLellan Dr ******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.808 Loss Time (sec): 12 Average Delay (sec/veh): 42.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 4 10 10 4 10 10 13 13 13 12 12 12 Y+R: 3.0 5.4 5.4 4.0 5.4 5.4 4.6 4.6 4.6 4.6 4.6 4.6 Lanes: 1 0 3 0 1 2 0 1 1 0 1 0 0 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 1186 185 227 651 48 26 21 50 217 27 411 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 59 1676 261 321 920 68 37 30 71 307 38 581 Added Vol: 0 166 26 39 150 0 0 0 0 13 0 21 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 59 1842 287 360 1070 68 37 30 71 320 38 602 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.88 0.88 0.88 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 61 1909 298 409 1216 77 39 32 76 346 41 651 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 1909 298 409 1216 77 39 32 76 346 41 651 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 1909 298 409 1216 77 39 32 76 346 41 651 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.89 0.72 0.90 0.92 0.92 0.93 0.88 0.84 0.93 0.84 0.84 Lanes: 1.00 3.00 1.00 2.00 1.88 0.12 1.00 0.29 0.71 1.00 0.12 1.88 Final Sat.: 1769 5083 1377 3432 3296 209 1769 477 1135 1769 190 3004 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.38 0.22 0.12 0.37 0.37 0.02 0.07 0.07 0.20 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.43 0.66 0.14 0.51 0.51 0.10 0.12 0.12 0.23 0.25 0.25 Volume/Cap: 0.72 0.88 0.33 0.88 0.72 0.72 0.22 0.57 0.57 0.85 0.88 0.88 Uniform Del: 61.0 34.2 9.9 55.2 24.4 24.4 53.8 54.3 54.3 48.0 47.2 47.2 IncremntDel: 25.3 4.6 0.2 17.4 1.4 1.4 0.6 4.1 4.1 16.0 11.3 11.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 86.3 38.8 10.1 72.6 25.8 25.8 54.5 58.4 58.4 64.0 58.5 58.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.3 38.8 10.1 72.6 25.8 25.8 54.5 58.4 58.4 64.0 58.5 58.5 LOS by Move: F D B E C C D E E E E E HCM2kAvgQ: 2 26 5 8 19 19 2 5 5 16 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 4-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 El Camino Real / Chestnut Ave ******************************************************************************** Cycle (sec): 115 Critical Vol./Cap.(X): 1.085 Loss Time (sec): 12 Average Delay (sec/veh): 80.1 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 5 11 11 5 11 11 5 13 13 5 13 13 Y+R: 4.2 5.5 5.5 4.2 5.5 5.5 3.2 3.7 3.7 4.2 3.7 3.7 Lanes: 2 0 2 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1057 407 184 767 224 204 506 355 267 611 169 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1029 1494 575 260 1084 317 288 715 502 377 863 239 Added Vol: 6 87 4 36 16 13 127 36 16 62 100 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1035 1581 579 296 1100 330 415 751 518 439 963 279 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 1071 1636 599 306 1137 341 458 829 571 463 1015 294 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1071 1636 599 306 1137 341 458 829 571 463 1015 294 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1071 1636 599 306 1137 341 458 829 571 463 1015 294 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.93 0.82 0.90 0.89 0.80 0.90 0.93 0.81 0.90 0.93 0.81 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3432 3538 1567 3432 5083 1521 3432 3538 1541 3432 3538 1543 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.31 0.46 0.38 0.09 0.22 0.22 0.13 0.23 0.37 0.13 0.29 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.30 0.43 0.43 0.08 0.21 0.21 0.12 0.25 0.54 0.14 0.26 0.26 Volume/Cap: 1.05 1.09 0.90 1.09 1.05 1.05 1.09 0.95 0.68 0.95 1.09 0.72 Uniform Del: 40.5 33.0 30.7 52.8 45.3 45.3 50.4 42.7 19.2 49.0 42.3 38.4 IncremntDel: 43.9 50.1 15.0 78.3 42.6 65.2 68.7 20.0 2.4 29.2 55.4 6.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 84.4 83.1 45.6 131.1 87.9 110.5 119.2 62.7 21.6 78.2 97.7 44.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 84.4 83.1 45.6 131.1 87.9 110.5 119.2 62.7 21.6 78.2 97.7 44.6 LOS by Move: F F D F F F F E C E F D HCM2kAvgQ: 28 43 23 10 22 19 14 20 15 12 28 11 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 5-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 El Camino Real / W. Orange Ave ******************************************************************************** Cycle (sec): 135 Critical Vol./Cap.(X): 1.148 Loss Time (sec): 12 Average Delay (sec/veh): 84.8 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 4 10 10 4 10 10 12 12 12 14 14 14 Y+R: 3.0 4.4 4.4 3.0 4.4 4.4 3.6 3.6 3.6 3.6 3.6 3.6 Lanes: 1 0 2 1 0 2 0 2 1 0 0 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 1758 164 192 1117 54 82 68 35 137 56 210 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 47 2484 232 271 1578 76 116 96 49 194 79 297 Added Vol: 0 95 0 0 93 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 2579 232 271 1671 76 116 96 49 194 79 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.92 0.92 0.92 0.93 0.93 0.93 0.84 0.84 0.84 PHF Volume: 50 2776 249 294 1811 83 125 104 53 230 94 353 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 2776 249 294 1811 83 125 104 53 230 94 353 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 2776 249 294 1811 83 125 104 53 230 94 353 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.88 0.88 0.90 0.89 0.88 0.95 0.95 0.80 0.95 0.95 0.80 Lanes: 1.00 2.75 0.25 2.00 2.87 0.13 0.55 0.45 1.00 0.71 0.29 1.00 Final Sat.: 1769 4608 414 3432 4826 220 990 821 1517 1277 522 1525 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.60 0.60 0.09 0.38 0.38 0.13 0.13 0.04 0.18 0.18 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.04 0.52 0.52 0.07 0.56 0.56 0.11 0.13 0.13 0.18 0.20 0.20 Volume/Cap: 0.65 1.15 1.15 1.15 0.68 0.68 1.15 0.98 0.27 0.98 0.89 1.15 Uniform Del: 63.5 32.1 32.1 62.5 21.4 21.4 60.1 58.7 53.1 54.9 52.5 53.9 IncremntDel: 17.4 71.6 71.6 102.3 0.7 0.7 109.3 54.4 0.8 45.2 23.5 97.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 80.9 104 103.7 164.7 22.0 22.0 169.4 113 53.9 100.1 76.0 151.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 80.9 104 103.7 164.7 22.0 22.0 169.4 113 53.9 100.1 76.0 151.6 LOS by Move: F F F F C C F F D F E F HCM2kAvgQ: 3 65 65 11 20 20 16 14 2 18 16 23 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 6-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Mission Rd / Oak Ave ******************************************************************************** Average Delay (sec/veh): 1.3 Worst Case Level Of Service: B[ 14.1] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 12 260 7 14 283 69 28 2 21 38 3 17 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 17 367 10 20 400 97 40 3 30 54 4 24 Added Vol: 0 20 0 1 20 27 50 12 138 0 2 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 387 10 21 420 124 90 15 168 54 6 26 User Adj: 0.88 0.88 0.88 0.84 0.84 0.84 0.00 0.00 0.00 0.61 0.61 0.61 PHF Adj: 0.90 0.90 0.90 0.87 0.87 0.87 1.00 1.00 1.00 0.76 0.76 0.76 PHF Volume: 17 377 10 20 405 120 0 0 0 43 5 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 17 377 10 20 405 120 0 0 0 43 5 21 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 6.8 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 525 xxxx xxxxx 387 xxxx xxxxx 729 925 263 658 980 194 Potent Cap.: 1038 xxxx xxxxx 1168 xxxx xxxxx 310 268 736 397 248 815 Move Cap.: 1038 xxxx xxxxx 1168 xxxx xxxxx 290 258 736 387 240 815 Volume/Cap: 0.02 xxxx xxxx 0.02 xxxx xxxx 0.00 0.00 0.00 0.11 0.02 0.03 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx Control Del: 8.5 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx 15.5 xxxx xxxxx LOS by Move: A * * A * * * * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx 557 SharedQueue: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.1 Shrd ConDel: 8.5 xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.8 Shared LOS: A * * A * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 14.1 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:38 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 I-280 NB Ramps / Westborough Blvd ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 1.276 Loss Time (sec): 12 Average Delay (sec/veh): 166.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 8 8 8 6 8 8 6 9 9 Y+R: 5.7 5.7 5.7 5.2 5.2 5.2 3.0 5.0 5.0 3.0 5.3 5.3 Lanes: 2 1 0 1 0 1 1 1 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 982 683 196 142 241 121 174 834 203 203 1216 218 Growth Adj: 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 Initial Bse: 1388 965 277 201 341 171 246 1178 287 287 1718 308 Added Vol: 0 0 47 0 0 0 0 71 0 47 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1388 965 324 201 341 171 246 1249 287 334 1788 308 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.80 0.80 0.80 0.96 0.96 0.96 0.91 0.91 0.91 PHF Volume: 1428 993 333 252 427 215 257 1306 300 368 1972 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1428 993 333 252 427 215 257 1306 300 368 1972 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1428 993 333 252 427 215 257 1306 300 368 1972 340 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.89 0.89 0.91 0.91 0.83 0.90 0.90 0.90 0.90 0.93 0.83 Lanes: 2.10 1.42 0.48 1.11 1.89 1.00 2.00 1.63 0.37 2.00 2.00 1.00 Final Sat.: 3456 2404 807 1932 3279 1583 3432 2797 642 3432 3538 1579 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.41 0.41 0.41 0.13 0.13 0.14 0.07 0.47 0.47 0.11 0.56 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.32 0.32 0.32 0.11 0.11 0.11 0.06 0.40 0.40 0.09 0.44 0.54 Volume/Cap: 1.28 1.28 1.28 1.23 1.23 1.28 1.28 1.16 1.16 1.16 1.28 0.40 Uniform Del: 54.1 54.1 54.1 71.5 71.5 71.5 75.3 47.8 47.8 72.6 45.1 21.3 IncremntDel:128.1 128 128.1 117.5 117 162.3 157.1 80.1 80.1 100.9 130 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 182.2 182 182.2 189.0 189 233.8 232.4 128 127.9 173.5 175 21.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 182.2 182 182.2 189.0 189 233.8 232.4 128 127.9 173.5 175 21.6 LOS by Move: F F F F F F F F F F F C HCM2kAvgQ: 57 57 57 19 19 18 12 57 57 15 78 9 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ Cum + Project PM - mit Thu Apr 20, 2017 09:56:39 Page 8-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to K-H, PHOENIX, AZ