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26_AppE_TrafficDataandTDMOrdinance
GENENTECH MASTER EIR GENENTECH MASTER EIR TECHNICAL APPENDIX Korve Engineering, Inc. Technical Appendix GENENTECH MASTER EIR TRAFFIC COUNTS Korve Engineering, Inc. Technical Appendix Project #: 05-7161-001 APPROACH LANES N 121 Oyster Point/Sister CitiesOyster Point/Sister Cities TOTALAMMDPMAMMDPMTOTAL 5302578 86079 11651 1220642764 9790342 2.513211 680184252 29024 .52 53 001 TURNING MOVEMENT COUNT Airport / Oyster Point/Sister Cities Intersection Name () 112 Thursday12/15/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR715 AM A NOON PEAK HOUR0 AM PM PEAK HOUR430 PM Project #: 05-7161-002 APPROACH LANES N Oyster Point BlvdOyster Point Blvd TOTALAMMDPMAMMDPMTOTAL 26709141181 3530271 6241 1060464570 5170190 7072 26809771245 4940257 2 751 001 TURNING MOVEMENT COUNT US-101 Ramps / Oyster Point Blvd Intersection Name () Thursday12/8/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-008 APPROACH LANES N 020 er Ave/US-101 SB off Raller Ave/US-101 SB off Ram TOTALAMMDPMAMMDPMTOTAL 0000 000 000 1600254414 000 00.5 4800354834 1280100 11.5 228 001 TURNING MOVEMENT COUNT Airport Blvd / Miller Ave/US-101 SB o Intersection Name () 020 Tuesday12/13/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR715 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-007 APPROACH LANES N 010 Forbes BlvdForbes Blvd TOTALAMMDPMAMMDPMTOTAL 2013 201 030 2110443654 4640141 26052 94047141 40015 00 55 001 TURNING MOVEMENT COUNT Allerton Ave / Forbes Blvd Intersection Name () 010 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-006 APPROACH LANES N 101 Forbes BlvdForbes Blvd TOTALAMMDPMAMMDPMTOTAL 1880602790 180102 11200 1790408587 4470134 25812 0000 000 00 0 001 TURNING MOVEMENT COUNT Gull Rd / Forbes Blvd Intersection Name () 000 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR500 PM Project #: 05-7161-005 APPROACH LANES N 000 Oyster Point BlvdOyster Point Blvd TOTALAMMDPMAMMDPMTOTAL 3003 4709 1560 990542641 7310143 18742 2001333 9890141 11 1130 001 TURNING MOVEMENT COUNT Gull Rd / Oyster Point Blvd Intersection Name () 101 Thursday12/8/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR500 PM Project #: 05-7161-004 APPROACH LANES N Oyster Point BlvdOyster Point Blvd TOTALAMMDPMAMMDPMTOTAL 0000 526.3078.05 604.4 400013441744 517.7055.05 572.83 5004292 381.3044.95 1 426.2 001 TURNING MOVEMENT COUNT Gateway Blvd / Oyster Point Blvd Intersection Name () Thursday12/8/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR500 PM Project #: 05-7161-004 APPROACH LANES N Oyster Point BlvdOyster Point Blvd TOTALAMMDPMAMMDPMTOTAL 0000 000 0 400013441744 15060299 18053 5004292 6370123 1 760 001 TURNING MOVEMENT COUNT Gateway Blvd / Oyster Point Blvd Intersection Name () Thursday12/8/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR500 PM Project #: 05-7161-003 APPROACH LANES N 000 Oyster Point BlvdOyster Point Blvd TOTALAMMDPMAMMDPMTOTAL 4026 8560505 213610 0000 000 1.501 0000 43075 1.50 118 001 TURNING MOVEMENT COUNT Dubuque Ave / Oyster Point Blvd Intersection Name () 1.5.52 Thursday12/8/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-009 APPROACH LANES N 1.51.51 Grand AveGrand Ave TOTALAMMDPMAMMDPMTOTAL 830157240 2270172 03991 1330240373 130045 11751 2590634893 690106 02 175 001 TURNING MOVEMENT COUNT Airport Blvd / Grand Ave Intersection Name () 121 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR500 PM Project #: 05-7161-010 APPROACH LANES N 101 Grand AveGrand Ave TOTALAMMDPMAMMDPMTOTAL 37079116 46028 1741 490012941784 7880203 39913 0000 000 00 0 001 TURNING MOVEMENT COUNT Dubuque Ave / Grand Ave Intersection Name () 000 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-018 APPROACH LANES N 121 Gateway Blvd/Mitchel AvGateway Blvd/Mitchel Ave TOTALAMMDPMAMMDPMTOTAL 2401539 68061 1.51291 930296389 209085 1.52941.5 26092118 3620338 11.5 700 001 TURNING MOVEMENT COUNT S Airport Blvd / Gateway Blvd/Mitche Intersection Name () 121 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-017 APPROACH LANES N 121 San Mateo Ave/S AirportSan Mateo Ave/S Airport TOTALAMMDPMAMMDPMTOTAL 1600327487 450100 1.51451 2050154359 1350171 1.53061.5 2130677890 1160200 11.5 316 001 TURNING MOVEMENT COUNT Produce Ave/Airport Blvd / San Mate Intersection Name () 121 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR730 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-016 APPROACH LANES N East Grand AveEast Grand Ave TOTALAMMDPMAMMDPMTOTAL 80513 6010121 7220 1130217330 282067 3492 0000 000 0 0 001 TURNING MOVEMENT COUNT Grandview Dr / East Grand Ave Intersection Name () Thursday12/15/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-015 APPROACH LANES N 010 Grand AveGrand Ave TOTALAMMDPMAMMDPMTOTAL 601723 88066 01540 1810794975 8480177 210252 0000 000 00 0 001 TURNING MOVEMENT COUNT Allerton Ave / Grand Ave Intersection Name () 000 Thursday12/15/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR430 PM Project #: 05-7161-014 APPROACH LANES N 1.51.5 E Grand AveE Grand Ave TOTALAMMDPMAMMDPMTOTAL 1501328 5360129 26650 27708661143 9720178 1.511502 2306790 180060 .51 240 001 TURNING MOVEMENT COUNT HarborMaster Rd/Forbes Blvd / E Gra Intersection Name () 1.5.51 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-013 APPROACH LANES N East Grand AveEast Grand Ave TOTALAMMDPMAMMDPMTOTAL 640173237 189082 2710 308011031411 12850266 15513 1040183287 45058 1 103 001 TURNING MOVEMENT COUNT Gateway Blvd / East Grand Ave Intersection Name () Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-012 APPROACH LANES N 000 E Grand AveE Grand Ave TOTALAMMDPMAMMDPMTOTAL 0000 000 000 358011701528 6890210 38993 701623 29014 01 43 001 TURNING MOVEMENT COUNT Grand Ave / E Grand Ave Intersection Name () 101 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR445 PM Project #: 05-7161-011 APPROACH LANES N 000 E Grand AveE Grand Ave TOTALAMMDPMAMMDPMTOTAL 1601531 000 001 0000 000 000 0000 000 00 0 001 TURNING MOVEMENT COUNT Executive Dr/US-101 NB off Ramp / E Intersection Name () 01.5.5 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR745 AM A NOON PEAK HOUR0 AM PM PEAK HOUR400 PM Project #: 05-7161-019 APPROACH LANES N 121 US-101 on/off RampsUS-101 on/off Ramps TOTALAMMDPMAMMDPMTOTAL 901524 9070399 1.313060 90615 808 .3161 1602238 3850212 1.30 597 001 TURNING MOVEMENT COUNT S Airport Blvd / US-101 on/off Ramps Intersection Name () 120 Wednesday12/14/05 DayDate APPROACH LANES COUNT PERIODS am7:00 AM9:00 AM - noon4:00 PM6:00 PM - pm4:00 PM6:00 PM - M PEAK HOUR800 AM A NOON PEAK HOUR0 AM PM PEAK HOUR500 PM GENENTECH MASTER EIR TRIP GENERATION Korve Engineering, Inc. Technical Appendix GENENTECH MASTER EIR PARKING DEMAND Korve Engineering, Inc. Technical Appendix GENENTECH MASTER EIR EAST OF 101 MITIGATIONS Korve Engineering, Inc. Technical Appendix GENENTECH MASTER EIR FREEWAY MAINLINE ANALYSIS Korve Engineering, Inc. Technical Appendix GENENTECH MASTER EIR FREEWAY ON-RAMP ANALYSIS Korve Engineering, Inc. Technical Appendix GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS EXISTING CONDITIONS AM PEAK HOUR Korve Engineering, Inc. Technical Appendix Existing AM Thu Jun 22, 2006 16:39:05 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Airport / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.502 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 30.0 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Airport Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 1 0 2 2 0 1 1 0 1 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 17 172 332 256 223 107 86 979 29 68 122 53 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: 17 172 332 256 223 107 86 979 29 68 122 53 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: 17 172 332 256 223 107 86 979 29 68 122 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 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 19 191 369 274 239 115 96 1088 32 76 136 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 191 369 274 239 115 96 1088 32 76 136 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 Final Vol.: 19 191 369 274 239 115 96 1088 32 76 136 59 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 0.92 0.90 0.90 0.95 0.91 0.91 0.92 0.91 0.91 Lanes: 1.00 1.00 2.00 2.00 1.35 0.65 1.00 2.91 0.09 2.00 1.39 0.61 Final Sat.: 1805 1900 2842 3502 2320 1113 1805 5018 149 3502 2403 1044 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.13 0.08 0.10 0.10 0.05 0.22 0.22 0.02 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.30 0.21 0.21 0.21 0.21 0.37 0.37 0.09 0.26 0.26 Volume/Cap: 0.05 0.48 0.43 0.37 0.49 0.49 0.25 0.59 0.59 0.24 0.22 0.22 Uniform Del: 31.5 34.7 28.2 33.9 34.8 34.8 32.9 25.3 25.3 42.3 29.0 29.0 IncremntDel: 0.1 0.9 0.4 0.3 0.5 0.5 0.4 0.5 0.5 0.4 0.1 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: 31.6 35.6 28.5 34.2 35.3 35.3 33.3 25.8 25.8 42.7 29.1 29.1 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: 31.6 35.6 28.5 34.2 35.3 35.3 33.3 25.8 25.8 42.7 29.1 29.1 LOS by Move: C D C C D D C C C D C C HCM2kAvgQ: 0 6 5 4 5 5 3 11 11 1 3 3 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.531 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 24.8 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 156 12 727 0 0 0 353 517 494 268 106 267 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: 156 12 727 0 0 0 353 517 494 268 106 267 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: 156 12 727 0 0 0 353 517 494 268 106 267 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 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 163 13 760 0 0 0 379 555 530 288 114 286 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 13 760 0 0 0 379 555 530 288 114 286 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 Final Vol.: 163 13 760 0 0 0 379 555 530 288 114 286 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.92 0.88 0.88 0.92 0.95 0.85 Lanes: 1.86 0.14 2.00 0.00 0.00 0.00 2.00 1.53 1.47 2.00 2.00 1.00 Final Sat.: 3437 264 2842 0 0 0 3502 2567 2453 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.27 0.00 0.00 0.00 0.11 0.22 0.22 0.08 0.03 0.18 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.50 0.00 0.00 0.00 0.21 0.41 0.41 0.15 0.35 0.35 Volume/Cap: 0.14 0.14 0.53 0.00 0.00 0.00 0.51 0.53 0.53 0.53 0.09 0.51 Uniform Del: 22.3 22.3 16.8 0.0 0.0 0.0 34.8 22.5 22.5 38.9 21.9 25.8 IncremntDel: 0.0 0.0 0.4 0.0 0.0 0.0 0.6 0.3 0.3 1.0 0.0 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 22.3 22.3 17.2 0.0 0.0 0.0 35.4 22.7 22.7 40.0 21.9 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: 22.3 22.3 17.2 0.0 0.0 0.0 35.4 22.7 22.7 40.0 21.9 26.6 LOS by Move: C C B A A A D C C D C C HCM2kAvgQ: 2 2 9 0 0 0 6 9 9 5 1 7 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dubuque / US-101 Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.364 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 12.2 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Dubuque US-101 Ramps 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 1 0 1 0 2 1 1 0 0 1 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 69 0 13 96 648 856 0 43 0 0 4 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 69 0 13 96 648 856 0 43 0 0 4 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 69 0 13 96 648 856 0 43 0 0 4 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 0.94 0.94 0.94 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 6 77 0 14 102 688 945 0 47 0 0 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 77 0 14 102 688 945 0 47 0 0 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 Final Vol.: 6 77 0 14 102 688 945 0 47 0 0 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.75 0.95 1.00 0.85 1.00 1.00 0.87 Lanes: 1.00 1.00 0.00 1.00 1.00 2.00 2.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1805 1900 0 1805 1900 2842 3618 0 1615 0 0 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.04 0.00 0.01 0.05 0.24 0.26 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.11 0.00 0.07 0.12 0.72 0.60 0.00 0.60 0.00 0.00 0.10 Volume/Cap: 0.05 0.35 0.00 0.11 0.44 0.34 0.44 0.00 0.05 0.00 0.00 0.03 Uniform Del: 44.3 40.9 0.0 43.7 40.7 5.2 11.0 0.0 8.4 0.0 0.0 40.6 IncremntDel: 0.2 1.0 0.0 0.4 1.3 0.1 0.1 0.0 0.0 0.0 0.0 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 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Delay/Veh: 44.5 41.9 0.0 44.1 42.0 5.3 11.1 0.0 8.4 0.0 0.0 40.7 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: 44.5 41.9 0.0 44.1 42.0 5.3 11.1 0.0 8.4 0.0 0.0 40.7 LOS by Move: D D A D D A B A A A A D HCM2kAvgQ: 0 2 0 0 3 5 8 0 1 0 0 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.692 Loss Time (sec): 38 (Y+R=3.0 sec) Average Delay (sec/veh): 29.4 Optimal Cycle: 104 Level Of Service: C ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 18 18 18 7 7 7 18 32 32 5 19 19 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 200 0 103 0 0 0 0 718 526 50 400 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: 200 0 103 0 0 0 0 718 526 50 400 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: 200 0 103 0 0 0 0 718 526 50 400 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 PHF Volume: 222 0 114 0 0 0 0 790 579 53 426 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 0 114 0 0 0 0 790 579 53 426 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 Final Vol.: 222 0 114 0 0 0 0 790 579 53 426 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.09 1.00 1.00 1.00 0.85 0.85 0.95 0.91 0.91 Lanes: 3.00 0.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 5264 0 1615 2065 1900 1900 1900 3240 1620 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.07 0.00 0.00 0.00 0.00 0.24 0.36 0.03 0.08 0.00 Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.00 0.39 0.39 0.05 0.44 0.00 Volume/Cap: 0.23 0.00 0.39 0.00 0.00 0.00 0.00 0.63 0.92 0.59 0.19 0.00 Uniform Del: 35.1 0.0 36.2 0.0 0.0 0.0 0.0 24.6 28.9 46.5 17.1 0.0 IncremntDel: 0.1 0.0 0.9 0.0 0.0 0.0 0.0 0.6 9.1 10.0 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 35.2 0.0 37.1 0.0 0.0 0.0 0.0 25.2 38.1 56.5 17.1 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: 35.2 0.0 37.1 0.0 0.0 0.0 0.0 25.2 38.1 56.5 17.1 0.0 LOS by Move: D A D A A A A C D E B A HCM2kAvgQ: 2 0 3 0 0 0 0 11 23 3 3 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.933 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 32.7 Optimal Cycle: 117 Level Of Service: C ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 496 1 15 4 1 4 47 731 989 20 99 3 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: 496 1 15 4 1 4 47 731 989 20 99 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: 496 1 15 4 1 4 47 731 989 20 99 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 551 1 17 4 1 4 51 791 1070 22 110 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 551 1 17 4 1 4 51 791 1070 22 110 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 Final Vol.: 551 1 17 4 1 4 51 791 1070 22 110 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.86 0.86 0.94 0.94 0.85 0.68 1.00 1.13 0.11 0.95 0.95 Lanes: 1.00 0.06 0.94 0.80 0.20 1.00 1.00 1.00 1.00 1.00 1.94 0.06 Final Sat.: 1452 102 1530 1423 356 1615 1294 1900 2153 200 3490 106 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.38 0.01 0.01 0.00 0.00 0.00 0.04 0.42 0.50 0.11 0.03 0.03 Crit Moves: **** **** Green/Cycle: 0.41 0.41 0.41 0.41 0.41 0.41 0.53 0.53 0.53 0.53 0.53 0.53 Volume/Cap: 0.93 0.03 0.03 0.01 0.01 0.01 0.07 0.78 0.93 0.21 0.06 0.06 Uniform Del: 28.3 17.8 17.8 17.6 17.6 17.6 11.4 18.7 21.7 12.3 11.3 11.3 IncremntDel: 21.9 0.0 0.0 0.0 0.0 0.0 0.0 4.0 13.4 1.0 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 50.2 17.8 17.8 17.6 17.6 17.6 11.4 22.7 35.1 13.3 11.3 11.3 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: 50.2 17.8 17.8 17.6 17.6 17.6 11.4 22.7 35.1 13.3 11.3 11.3 LOS by Move: D B B B B B B C D B B B HCM2kAvgQ: 21 0 0 0 0 0 1 21 35 1 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.666 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 24.1 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Street Name: Gull Forbes 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: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 763 0 126 18 447 0 0 179 188 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 0 763 0 126 18 447 0 0 179 188 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: 0 0 0 763 0 126 18 447 0 0 179 188 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 848 0 140 20 497 0 0 199 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 848 0 140 20 497 0 0 199 209 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 Final Vol.: 0 0 0 848 0 140 20 497 0 0 199 209 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1666 1666 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.47 0.00 0.09 0.01 0.14 0.00 0.00 0.12 0.13 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.67 0.00 0.67 0.06 0.24 0.00 0.00 0.18 0.18 Volume/Cap: 0.00 0.00 0.00 0.70 0.00 0.13 0.18 0.58 0.00 0.00 0.67 0.70 Uniform Del: 0.0 0.0 0.0 10.2 0.0 5.9 44.7 33.6 0.0 0.0 38.3 38.5 IncremntDel: 0.0 0.0 0.0 1.8 0.0 0.1 0.8 1.0 0.0 0.0 2.8 3.8 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 12.1 0.0 6.0 45.5 34.5 0.0 0.0 41.1 42.3 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 0.0 0.0 12.1 0.0 6.0 45.5 34.5 0.0 0.0 41.1 42.3 LOS by Move: A A A B A A D C A A D D HCM2kAvgQ: 0 0 0 17 0 2 1 8 0 0 7 8 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Allerton / Forbes ******************************************************************************** Average Delay (sec/veh): 2.0 Worst Case Level Of Service: B[ 13.6] ******************************************************************************** Street Name: Allerton Forbes 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 22 0 41 0 0 0 2 464 40 94 211 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: 22 0 41 0 0 0 2 464 40 94 211 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: 22 0 41 0 0 0 2 464 40 94 211 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 24 0 46 0 0 0 2 516 44 104 234 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 24 0 46 0 0 0 2 516 44 104 234 2 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 868 xxxx 280 xxxx xxxx xxxxx 237 xxxx xxxxx 560 xxxx xxxxx Potent Cap.: 295 xxxx 723 xxxx xxxx xxxxx 1342 xxxx xxxxx 1021 xxxx xxxxx Move Cap.: 270 xxxx 723 xxxx xxxx xxxxx 1342 xxxx xxxxx 1021 xxxx xxxxx Volume/Cap: 0.09 xxxx 0.06 xxxx xxxx xxxx 0.00 xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx 0.2 xxxx xxxx xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx 10.3 xxxxx xxxx xxxxx 7.7 xxxx xxxxx 8.9 xxxx xxxxx LOS by Move: * * B * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 270 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.3 xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Shrd ConDel: 19.6 xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx 8.9 xxxx xxxxx Shared LOS: C * * * * * A * * A * * ApproachDel: 13.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Airport / Miller ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.439 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 25.4 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Street Name: Airport Miller Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 104 0 0 327 62 0 0 128 480 160 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: 47 104 0 0 327 62 0 0 128 480 160 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: 47 104 0 0 327 62 0 0 128 480 160 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: 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 PHF Volume: 52 116 0 0 357 68 0 0 142 528 176 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 116 0 0 357 68 0 0 142 528 176 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 Final Vol.: 52 116 0 0 357 68 0 0 142 528 176 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 0.71 1.00 1.00 0.93 0.93 1.00 1.00 0.87 0.96 0.96 1.00 Lanes: 0.62 1.38 0.00 0.00 1.68 0.32 0.00 0.00 1.00 1.50 0.50 0.00 Final Sat.: 844 1867 0 0 2962 562 0 0 1644 2747 916 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.00 0.00 0.12 0.12 0.00 0.00 0.09 0.19 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.27 0.00 0.00 0.27 0.27 0.00 0.00 0.20 0.44 0.44 0.00 Volume/Cap: 0.23 0.23 0.00 0.00 0.44 0.44 0.00 0.00 0.44 0.44 0.44 0.00 Uniform Del: 28.1 28.1 0.0 0.0 29.9 29.9 0.0 0.0 35.3 19.5 19.5 0.0 IncremntDel: 0.2 0.2 0.0 0.0 0.3 0.3 0.0 0.0 1.0 0.2 0.2 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Delay/Veh: 28.2 28.2 0.0 0.0 30.2 30.2 0.0 0.0 36.2 19.7 19.7 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: 28.2 28.2 0.0 0.0 30.2 30.2 0.0 0.0 36.2 19.7 19.7 0.0 LOS by Move: C C A A C C A A D B B A HCM2kAvgQ: 2 2 0 0 6 6 0 0 4 8 8 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.643 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 35.7 Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 1 1 0 1 0 1 0 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 14 322 194 480 381 70 227 130 69 259 133 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: 14 322 194 480 381 70 227 130 69 259 133 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: 14 322 194 480 381 70 227 130 69 259 133 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: 0.91 0.91 0.91 0.91 0.91 0.91 0.94 0.94 0.94 0.90 0.90 0.90 PHF Volume: 15 352 212 530 421 77 241 138 73 288 148 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 352 212 530 421 77 241 138 73 288 148 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 Final Vol.: 15 352 212 530 421 77 241 138 73 288 148 92 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.92 0.85 0.97 0.97 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 1.67 1.33 1.00 0.64 0.36 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 2937 2331 1615 1171 670 1615 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.13 0.18 0.18 0.05 0.21 0.21 0.05 0.08 0.08 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.15 0.28 0.28 0.28 0.28 0.32 0.32 0.32 0.13 0.13 0.13 Volume/Cap: 0.06 0.64 0.47 0.64 0.64 0.17 0.64 0.64 0.14 0.64 0.61 0.45 Uniform Del: 36.3 39.9 29.9 31.6 31.6 27.2 29.1 29.1 24.2 41.4 41.2 40.3 IncremntDel: 0.1 2.6 0.8 1.0 1.0 0.2 2.4 2.4 0.1 3.2 4.4 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: 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: 36.4 42.5 30.7 32.6 32.6 27.4 31.5 31.5 24.3 44.6 45.7 41.9 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: 36.4 42.5 30.7 32.6 32.6 27.4 31.5 31.5 24.3 44.6 45.7 41.9 LOS by Move: D D C C C C C C C D D D HCM2kAvgQ: 0 6 6 10 10 2 11 11 2 5 5 3 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:06 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Dubuque / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.198 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 7.9 Optimal Cycle: 35 Level Of Service: A ******************************************************************************** Street Name: Dubuque Grand 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: 0 0 0 6 0 10 6 10 10 6 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 30 0 16 46 788 0 0 490 37 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 30 0 16 46 788 0 0 490 37 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 30 0 16 46 788 0 0 490 37 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 33 0 18 51 876 0 0 544 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 33 0 18 51 876 0 0 544 41 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 Final Vol.: 0 0 0 33 0 18 51 876 0 0 544 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.03 0.17 0.00 0.00 0.10 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.27 0.81 0.00 0.00 0.54 0.54 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 0.11 0.10 0.21 0.00 0.00 0.19 0.05 Uniform Del: 0.0 0.0 0.0 41.3 0.0 41.0 27.4 2.2 0.0 0.0 11.8 10.9 IncremntDel: 0.0 0.0 0.0 0.5 0.0 0.3 0.1 0.0 0.0 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: 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 41.8 0.0 41.3 27.5 2.2 0.0 0.0 11.9 10.9 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 0.0 0.0 41.8 0.0 41.3 27.5 2.2 0.0 0.0 11.9 10.9 LOS by Move: A A A D A D C A A A B B HCM2kAvgQ: 0 0 0 1 0 1 1 2 0 0 3 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Executive / Grand ******************************************************************************** Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[ 0.0] ******************************************************************************** Street Name: Executive Grand 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 624 949 0 0 0 0 0 0 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: 0 624 949 0 0 0 0 0 0 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: 0 624 949 0 0 0 0 0 0 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 658 1001 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 658 1001 0 0 0 0 0 0 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E. Grand / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.477 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 20.0 Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Street Name: E. Grand Grand 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 6 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 0 765 0 0 0 0 689 29 7 358 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: 150 0 765 0 0 0 0 689 29 7 358 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: 150 0 765 0 0 0 0 689 29 7 358 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: 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 163 0 832 0 0 0 0 766 32 8 398 0 Reduct Vol: 0 0 382 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 0 450 0 0 0 0 766 32 8 398 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 Final Vol.: 163 0 450 0 0 0 0 766 32 8 398 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.90 0.90 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.88 0.12 1.00 3.00 0.00 Final Sat.: 1805 0 1615 0 0 0 0 4948 208 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.28 0.00 0.00 0.00 0.00 0.15 0.15 0.00 0.08 0.00 Crit Moves: **** **** **** Green/Cycle: 0.50 0.00 0.56 0.00 0.00 0.00 0.00 0.35 0.35 0.06 0.41 0.00 Volume/Cap: 0.18 0.00 0.50 0.00 0.00 0.00 0.00 0.44 0.44 0.07 0.19 0.00 Uniform Del: 13.9 0.0 13.5 0.0 0.0 0.0 0.0 24.8 24.8 44.4 18.7 0.0 IncremntDel: 0.1 0.0 0.4 0.0 0.0 0.0 0.0 0.2 0.2 0.3 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 14.0 0.0 14.0 0.0 0.0 0.0 0.0 25.0 25.0 44.7 18.8 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: 14.0 0.0 14.0 0.0 0.0 0.0 0.0 25.0 25.0 44.7 18.8 0.0 LOS by Move: B A B A A A A C C D B A HCM2kAvgQ: 3 0 9 0 0 0 0 7 7 0 3 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Gateway / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.547 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 25.9 Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Street Name: Gateway E. Grand 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 50 115 226 181 83 27 189 1285 45 104 308 64 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: 50 115 226 181 83 27 189 1285 45 104 308 64 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: 50 115 226 181 83 27 189 1285 45 104 308 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: 0.93 0.93 0.93 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 54 124 243 194 89 29 210 1428 50 116 342 71 Reduct Vol: 0 0 113 0 0 13 0 0 0 0 0 0 Reduced Vol: 54 124 130 194 89 16 210 1428 50 116 342 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 Final Vol.: 54 124 130 194 89 16 210 1428 50 116 342 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 5187 1615 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.08 0.11 0.02 0.01 0.12 0.28 0.03 0.06 0.07 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.10 0.21 0.19 0.18 0.50 0.32 0.48 0.48 0.11 0.27 0.27 Volume/Cap: 0.28 0.34 0.38 0.57 0.14 0.02 0.37 0.57 0.06 0.57 0.24 0.16 Uniform Del: 41.0 41.9 33.8 37.0 34.5 12.7 26.3 18.6 13.9 42.1 28.2 27.6 IncremntDel: 0.8 0.6 0.7 2.4 0.1 0.0 0.4 0.3 0.0 3.9 0.1 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: 41.8 42.5 34.5 39.3 34.6 12.7 26.7 18.9 14.0 46.1 28.3 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: 41.8 42.5 34.5 39.3 34.6 12.7 26.7 18.9 14.0 46.1 28.3 27.8 LOS by Move: D D C D C B C B B D C C HCM2kAvgQ: 2 2 4 6 1 0 5 12 1 4 3 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.560 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 21.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 1 0 0 1 1 0 0 1 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 98 74 20 37 137 536 972 180 23 277 15 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 98 74 20 37 137 536 972 180 23 277 15 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 98 74 20 37 137 536 972 180 23 277 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 70 109 82 22 41 152 596 1080 200 26 308 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 109 82 22 41 152 596 1080 200 26 308 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 Final Vol.: 70 109 82 22 41 152 596 1080 200 26 308 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.98 0.98 0.85 0.95 0.88 0.88 0.92 0.93 0.93 0.95 0.94 0.94 Lanes: 1.00 1.00 1.00 1.00 0.43 1.57 2.00 1.69 0.31 1.00 1.90 0.10 Final Sat.: 1864 1864 1615 1805 713 2639 3502 2976 551 1805 3397 184 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.05 0.01 0.06 0.06 0.17 0.36 0.36 0.01 0.09 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.16 0.10 0.10 0.10 0.43 0.62 0.62 0.06 0.25 0.25 Volume/Cap: 0.38 0.58 0.32 0.12 0.58 0.58 0.40 0.59 0.59 0.24 0.36 0.36 Uniform Del: 42.1 43.0 37.2 41.0 43.0 43.0 19.7 11.3 11.3 44.8 30.8 30.8 IncremntDel: 0.5 2.9 0.7 0.3 2.5 2.5 0.2 0.4 0.4 1.1 0.2 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: 42.6 45.9 37.9 41.3 45.5 45.5 19.9 11.7 11.7 45.9 31.0 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: 42.6 45.9 37.9 41.3 45.5 45.5 19.9 11.7 11.7 45.9 31.0 31.0 LOS by Move: D D D D D D B B B D C C HCM2kAvgQ: 2 4 2 1 4 4 7 13 13 1 4 4 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B[ 12.6] ******************************************************************************** Street Name: Allerton E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 24 0 62 88 848 0 0 181 6 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 24 0 62 88 848 0 0 181 6 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 24 0 62 88 848 0 0 181 6 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 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 0 0 0 27 0 69 97 931 0 0 201 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 27 0 69 97 931 0 0 201 7 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 863 xxxx 104 208 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 298 xxxx 937 1375 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 282 xxxx 937 1375 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.09 xxxx 0.07 0.07 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 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 568 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 12.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * * * * * * * ApproachDel: xxxxxx 12.6 xxxxxx xxxxxx ApproachLOS: * B * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Average Delay (sec/veh): 6.4 Worst Case Level Of Service: B[ 14.8] ******************************************************************************** Street Name: Grandview E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 80 601 282 0 0 113 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: 0 0 0 7 0 80 601 282 0 0 113 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: 0 0 0 7 0 80 601 282 0 0 113 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 0 0 0 8 0 89 653 307 0 0 126 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 8 0 89 653 307 0 0 126 9 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1590 xxxx 67 134 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 100 xxxx 989 1463 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 65 xxxx 989 1463 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.12 xxxx 0.09 0.45 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 2.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.4 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 462 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 14.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * * * * * * * ApproachDel: xxxxxx 14.8 xxxxxx xxxxxx ApproachLOS: * B * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.466 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 28.6 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 153 23 356 142 629 62 45 135 116 213 205 160 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: 153 23 356 142 629 62 45 135 116 213 205 160 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: 153 23 356 142 629 62 45 135 116 213 205 160 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 0.90 0.90 0.90 0.90 0.90 0.90 0.98 0.98 0.98 PHF Volume: 170 26 396 158 699 69 50 150 129 217 209 163 Reduct Vol: 0 0 178 0 0 31 0 0 58 0 0 80 Reduced Vol: 170 26 218 158 699 38 50 150 71 217 209 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 Final Vol.: 170 26 218 158 699 38 50 150 71 217 209 83 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.94 0.94 0.85 0.93 0.93 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.53 1.47 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1783 3567 1615 2690 2589 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.01 0.13 0.09 0.19 0.02 0.03 0.04 0.04 0.08 0.08 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.26 0.43 0.35 0.35 0.45 0.10 0.10 0.36 0.18 0.18 0.52 Volume/Cap: 0.36 0.03 0.31 0.25 0.55 0.05 0.28 0.42 0.12 0.45 0.45 0.10 Uniform Del: 30.2 27.6 18.8 23.1 26.2 15.5 41.7 42.3 21.4 36.6 36.6 12.1 IncremntDel: 0.5 0.0 0.3 0.2 0.5 0.0 0.2 0.6 0.1 0.3 0.3 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: 30.7 27.6 19.0 23.4 26.7 15.5 41.9 42.9 21.5 36.9 36.9 12.2 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: 30.7 27.6 19.0 23.4 26.7 15.5 41.9 42.9 21.5 36.9 36.9 12.2 LOS by Move: C C B C C B D D C D D B HCM2kAvgQ: 4 0 4 3 9 1 2 3 1 4 4 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.436 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 26.9 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 1 1 0 0 1 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 422 333 328 14 84 141 68 209 362 26 93 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: 422 333 328 14 84 141 68 209 362 26 93 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: 422 333 328 14 84 141 68 209 362 26 93 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 469 370 364 16 93 157 76 232 402 29 103 27 Reduct Vol: 0 0 164 0 0 71 0 0 0 0 0 0 Reduced Vol: 469 370 200 16 93 86 76 232 402 29 103 27 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 Final Vol.: 469 370 200 16 93 86 76 232 402 29 103 27 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.95 0.91 0.91 0.95 0.97 0.97 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.73 1.27 1.00 0.79 0.21 Final Sat.: 3502 3610 1615 1805 1900 1615 1805 1259 2180 1805 1463 378 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.10 0.12 0.01 0.05 0.05 0.04 0.18 0.18 0.02 0.07 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.30 0.30 0.36 0.11 0.11 0.29 0.18 0.41 0.41 0.06 0.29 0.29 Volume/Cap: 0.45 0.34 0.35 0.08 0.45 0.19 0.24 0.45 0.45 0.27 0.24 0.24 Uniform Del: 28.4 27.4 23.5 40.0 41.7 26.9 35.4 21.2 21.2 44.9 26.8 26.8 IncremntDel: 0.3 0.2 0.4 0.2 1.5 0.2 0.4 0.2 0.2 1.3 0.2 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: 28.7 27.6 23.8 40.2 43.2 27.1 35.7 21.5 21.5 46.2 27.0 27.0 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: 28.7 27.6 23.8 40.2 43.2 27.1 35.7 21.5 21.5 46.2 27.0 27.0 LOS by Move: C C C D D C D C C D C C HCM2kAvgQ: 6 5 5 0 3 2 2 7 7 1 3 3 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing AM Thu Jun 22, 2006 16:39:07 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 S. Airport / US-101 NB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.541 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 26.9 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: S. Airport US-101 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 228 8 21 298 138 907 8 385 16 9 9 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: 144 228 8 21 298 138 907 8 385 16 9 9 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: 144 228 8 21 298 138 907 8 385 16 9 9 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 160 253 9 23 331 153 1008 9 428 18 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 253 9 23 331 153 1008 9 428 18 10 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 Final Vol.: 160 253 9 23 331 153 1008 9 428 18 10 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.85 0.95 0.85 0.95 0.95 0.85 0.97 0.97 0.85 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.98 0.02 1.00 0.64 0.36 1.00 Final Sat.: 1805 3470 122 1615 3610 1615 3590 32 1615 1178 663 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.07 0.07 0.01 0.09 0.09 0.28 0.28 0.26 0.02 0.02 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.31 0.31 0.16 0.16 0.16 0.47 0.47 0.47 0.10 0.10 0.10 Volume/Cap: 0.59 0.24 0.24 0.09 0.59 0.61 0.59 0.59 0.56 0.15 0.15 0.06 Uniform Del: 39.6 26.0 26.0 36.2 39.3 39.4 19.2 19.2 18.8 41.1 41.1 40.8 IncremntDel: 3.5 0.1 0.1 0.2 1.7 4.4 0.6 0.6 0.9 0.4 0.4 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: 43.1 26.2 26.2 36.4 41.0 43.8 19.7 19.7 19.7 41.5 41.5 40.9 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: 43.1 26.2 26.2 36.4 41.0 43.8 19.7 19.7 19.7 41.5 41.5 40.9 LOS by Move: D C C D D D B B B D D D HCM2kAvgQ: 5 3 0 1 6 5 12 12 10 1 1 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS EXISTING CONDITIONS PM PEAK HOUR Korve Engineering, Inc. Technical Appendix Existing PM Thu Jun 22, 2006 16:53:28 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Airport / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.611 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 31.0 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Airport Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 1 0 2 2 0 1 1 0 1 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 30 130 225 169 333 320 79 342 24 184 642 25 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: 30 130 225 169 333 320 79 342 24 184 642 25 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: 30 130 225 169 333 320 79 342 24 184 642 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: 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.93 0.93 0.93 PHF Volume: 33 144 250 184 362 348 88 380 27 199 694 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 144 250 184 362 348 88 380 27 199 694 27 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 Final Vol.: 33 144 250 184 362 348 88 380 27 199 694 27 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 0.92 0.88 0.88 0.95 0.90 0.90 0.92 0.94 0.94 Lanes: 1.00 1.00 2.00 2.00 1.02 0.98 1.00 2.80 0.20 2.00 1.93 0.07 Final Sat.: 1805 1900 2842 3502 1707 1640 1805 4798 337 3502 3454 134 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.08 0.09 0.05 0.21 0.21 0.05 0.08 0.08 0.06 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.12 0.28 0.35 0.35 0.35 0.08 0.26 0.26 0.15 0.33 0.33 Volume/Cap: 0.15 0.61 0.32 0.15 0.61 0.61 0.61 0.31 0.31 0.37 0.61 0.61 Uniform Del: 39.1 41.5 28.6 22.5 27.0 27.0 44.5 30.1 30.1 38.0 28.2 28.2 IncremntDel: 0.3 4.6 0.2 0.1 1.0 1.0 7.5 0.1 0.1 0.4 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: 39.4 46.1 28.9 22.5 28.0 28.0 52.1 30.3 30.3 38.5 29.1 29.1 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: 39.4 46.1 28.9 22.5 28.0 28.0 52.1 30.3 30.3 38.5 29.1 29.1 LOS by Move: D D C C C C D C C D C C HCM2kAvgQ: 1 5 4 2 10 10 4 4 4 3 10 10 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:28 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.902 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 27.8 Optimal Cycle: 104 Level Of Service: C ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 385 50 150 0 0 0 271 190 257 977 464 914 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: 385 50 150 0 0 0 271 190 257 977 464 914 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: 385 50 150 0 0 0 271 190 257 977 464 914 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.92 0.92 0.92 0.94 0.94 0.94 PHF Volume: 405 53 158 0 0 0 296 207 281 1040 494 973 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 405 53 158 0 0 0 296 207 281 1040 494 973 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 Final Vol.: 405 53 158 0 0 0 296 207 281 1040 494 973 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.75 1.00 1.00 1.00 0.92 0.87 0.87 0.92 0.95 0.85 Lanes: 1.77 0.23 2.00 0.00 0.00 0.00 2.00 1.28 1.72 2.00 2.00 1.00 Final Sat.: 3030 394 2842 0 0 0 3502 2104 2846 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.13 0.06 0.00 0.00 0.00 0.08 0.10 0.10 0.30 0.14 0.60 Crit Moves: **** **** **** Green/Cycle: 0.15 0.15 0.72 0.00 0.00 0.00 0.09 0.19 0.19 0.57 0.67 0.67 Volume/Cap: 0.90 0.90 0.08 0.00 0.00 0.00 0.90 0.51 0.51 0.52 0.20 0.90 Uniform Del: 41.9 41.9 4.2 0.0 0.0 0.0 44.9 36.2 36.2 13.2 6.4 13.9 IncremntDel: 19.2 19.2 0.0 0.0 0.0 0.0 26.6 0.5 0.5 0.2 0.0 10.5 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 61.1 61.1 4.2 0.0 0.0 0.0 71.5 36.7 36.7 13.4 6.4 24.3 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: 61.1 61.1 4.2 0.0 0.0 0.0 71.5 36.7 36.7 13.4 6.4 24.3 LOS by Move: E E A A A A E D D B A C HCM2kAvgQ: 10 10 1 0 0 0 8 5 5 10 3 29 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:28 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dubuque / US-101 Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.472 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Dubuque US-101 Ramps 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 1 0 1 0 2 1 1 0 0 1 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 83 3 25 101 1103 505 0 75 0 0 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: 10 83 3 25 101 1103 505 0 75 0 0 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: 10 83 3 25 101 1103 505 0 75 0 0 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: 0.90 0.90 0.90 0.95 0.95 0.95 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 11 92 3 26 106 1160 547 0 81 0 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 92 3 26 106 1160 547 0 81 0 0 2 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 Final Vol.: 11 92 3 26 106 1160 547 0 81 0 0 2 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.75 0.95 1.00 0.85 1.00 1.00 0.87 Lanes: 1.00 0.97 0.03 1.00 1.00 2.00 2.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1805 1825 66 1805 1900 2842 3618 0 1615 0 0 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.05 0.05 0.01 0.06 0.41 0.15 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.32 0.32 0.19 0.45 0.72 0.27 0.00 0.27 0.00 0.00 0.10 Volume/Cap: 0.10 0.16 0.16 0.08 0.12 0.57 0.57 0.00 0.19 0.00 0.00 0.01 Uniform Del: 44.5 24.3 24.3 33.1 15.8 6.6 31.7 0.0 28.3 0.0 0.0 40.6 IncremntDel: 0.4 0.1 0.1 0.1 0.1 0.4 0.8 0.0 0.2 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Delay/Veh: 44.9 24.4 24.4 33.2 15.9 7.0 32.5 0.0 28.5 0.0 0.0 40.6 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: 44.9 24.4 24.4 33.2 15.9 7.0 32.5 0.0 28.5 0.0 0.0 40.6 LOS by Move: D C C C B A C A C A A D HCM2kAvgQ: 0 2 2 1 2 10 8 0 2 0 0 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:28 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.414 Loss Time (sec): 29 (Y+R=3.0 sec) Average Delay (sec/veh): 27.8 Optimal Cycle: 93 Level Of Service: C ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 25 25 25 7 7 7 5 30 30 9 34 34 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 978 0 40 0 0 0 0 231 78 42 1344 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: 978 0 40 0 0 0 0 231 78 42 1344 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: 978 0 40 0 0 0 0 231 78 42 1344 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: 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 PHF Volume: 1057 0 43 0 0 0 0 257 87 43 1384 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1057 0 43 0 0 0 0 257 87 43 1384 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 Final Vol.: 1057 0 43 0 0 0 0 257 87 43 1384 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.09 1.00 1.00 1.00 0.88 0.88 0.95 0.91 0.91 Lanes: 3.00 0.00 1.00 1.00 1.00 1.00 1.00 2.24 0.76 1.00 3.00 0.00 Final Sat.: 5264 0 1615 2065 1900 1900 1900 3730 1260 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.00 0.03 0.00 0.00 0.00 0.00 0.07 0.07 0.02 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.32 0.00 0.32 0.00 0.00 0.00 0.00 0.30 0.30 0.09 0.39 0.00 Volume/Cap: 0.63 0.00 0.08 0.00 0.00 0.00 0.00 0.23 0.23 0.27 0.68 0.00 Uniform Del: 28.9 0.0 23.8 0.0 0.0 0.0 0.0 26.3 26.3 42.4 25.4 0.0 IncremntDel: 0.8 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.9 1.0 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 29.7 0.0 23.8 0.0 0.0 0.0 0.0 26.4 26.4 43.3 26.4 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: 29.7 0.0 23.8 0.0 0.0 0.0 0.0 26.4 26.4 43.3 26.4 0.0 LOS by Move: C A C A A A A C C D C A HCM2kAvgQ: 10 0 1 0 0 0 0 3 3 1 14 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:28 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.871 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 29.8 Optimal Cycle: 79 Level Of Service: C ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 854 15 13 0 4 54 9 143 141 13 542 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: 854 15 13 0 4 54 9 143 141 13 542 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: 854 15 13 0 4 54 9 143 141 13 542 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 949 17 14 0 4 60 10 159 157 14 602 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 949 17 14 0 4 60 10 159 157 14 602 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 Final Vol.: 949 17 14 0 4 60 10 159 157 14 602 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.93 0.93 1.00 1.00 0.85 0.21 1.00 1.13 0.47 0.95 1.00 Lanes: 1.00 0.54 0.46 0.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 1455 947 820 0 1900 1615 397 1900 2153 887 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.65 0.02 0.02 0.00 0.00 0.04 0.03 0.08 0.07 0.02 0.17 0.00 Crit Moves: **** **** Green/Cycle: 0.75 0.75 0.75 0.00 0.75 0.75 0.19 0.19 0.19 0.19 0.19 0.00 Volume/Cap: 0.87 0.02 0.02 0.00 0.00 0.05 0.13 0.44 0.38 0.09 0.87 0.00 Uniform Del: 9.1 3.2 3.2 0.0 3.2 3.3 33.5 35.7 35.2 33.2 39.2 0.0 IncremntDel: 7.8 0.0 0.0 0.0 0.0 0.0 0.8 0.8 0.6 0.2 11.6 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 16.9 3.2 3.2 0.0 3.2 3.3 34.3 36.5 35.8 33.4 50.9 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: 16.9 3.2 3.2 0.0 3.2 3.3 34.3 36.5 35.8 33.4 50.9 0.0 LOS by Move: B A A A A A C D D C D A HCM2kAvgQ: 24 0 0 0 0 0 0 5 4 0 13 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.572 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 13.8 Optimal Cycle: 39 Level Of Service: B ******************************************************************************** Street Name: Gull Forbes 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: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 86 0 74 102 134 0 0 408 602 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 86 0 74 102 134 0 0 408 602 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 86 0 74 102 134 0 0 408 602 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: 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 92 0 80 113 149 0 0 453 669 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 92 0 80 113 149 0 0 453 669 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 Final Vol.: 0 0 0 92 0 80 113 149 0 0 453 669 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.87 0.87 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1644 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.05 0.06 0.04 0.00 0.00 0.28 0.41 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.11 0.81 0.00 0.00 0.70 0.70 Volume/Cap: 0.00 0.00 0.00 0.51 0.00 0.49 0.58 0.05 0.00 0.00 0.39 0.58 Uniform Del: 0.0 0.0 0.0 42.7 0.0 42.6 42.4 1.9 0.0 0.0 6.1 7.5 IncremntDel: 0.0 0.0 0.0 2.5 0.0 2.4 4.3 0.0 0.0 0.0 0.1 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: 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 45.2 0.0 45.0 46.7 1.9 0.0 0.0 6.2 7.9 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 0.0 0.0 45.2 0.0 45.0 46.7 1.9 0.0 0.0 6.2 7.9 LOS by Move: A A A D A D D A A A A A HCM2kAvgQ: 0 0 0 3 0 3 4 0 0 0 6 11 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Allerton / Forbes ******************************************************************************** Average Delay (sec/veh): 1.8 Worst Case Level Of Service: B[ 10.3] ******************************************************************************** Street Name: Allerton Forbes 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 30 0 68 0 0 0 1 141 15 47 443 1 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: 30 0 68 0 0 0 1 141 15 47 443 1 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: 30 0 68 0 0 0 1 141 15 47 443 1 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 33 0 76 0 0 0 1 157 17 52 492 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 33 0 76 0 0 0 1 157 17 52 492 1 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 518 xxxx 87 xxxx xxxx xxxxx 493 xxxx xxxxx 173 xxxx xxxxx Potent Cap.: 492 xxxx 961 xxxx xxxx xxxxx 1081 xxxx xxxxx 1416 xxxx xxxxx Move Cap.: 478 xxxx 961 xxxx xxxx xxxxx 1081 xxxx xxxxx 1416 xxxx xxxxx Volume/Cap: 0.07 xxxx 0.08 xxxx xxxx xxxx 0.00 xxxx xxxx 0.04 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx 0.3 xxxx xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx 9.1 xxxxx xxxx xxxxx 8.3 xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * A * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 478 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.2 xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel: 13.1 xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx 7.6 xxxx xxxxx Shared LOS: B * * * * * A * * A * * ApproachDel: 10.3 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Airport / Miller ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.451 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 24.5 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Street Name: Airport Miller Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 118 218 0 0 314 77 0 0 100 354 254 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: 118 218 0 0 314 77 0 0 100 354 254 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: 118 218 0 0 314 77 0 0 100 354 254 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 131 242 0 0 349 86 0 0 111 393 282 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 242 0 0 349 86 0 0 111 393 282 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 Final Vol.: 131 242 0 0 349 86 0 0 111 393 282 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.62 0.62 1.00 1.00 0.92 0.92 1.00 1.00 0.87 0.97 0.97 1.00 Lanes: 0.70 1.30 0.00 0.00 1.61 0.39 0.00 0.00 1.00 1.16 0.84 0.00 Final Sat.: 822 1518 0 0 2812 690 0 0 1644 2151 1543 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.00 0.00 0.12 0.12 0.00 0.00 0.07 0.18 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.00 0.00 0.35 0.35 0.00 0.00 0.15 0.41 0.41 0.00 Volume/Cap: 0.45 0.45 0.00 0.00 0.35 0.35 0.00 0.00 0.45 0.45 0.45 0.00 Uniform Del: 24.8 24.8 0.0 0.0 23.8 23.8 0.0 0.0 38.7 21.6 21.6 0.0 IncremntDel: 0.4 0.4 0.0 0.0 0.2 0.2 0.0 0.0 1.3 0.2 0.2 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Delay/Veh: 25.2 25.2 0.0 0.0 24.0 24.0 0.0 0.0 40.1 21.8 21.8 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: 25.2 25.2 0.0 0.0 24.0 24.0 0.0 0.0 40.1 21.8 21.8 0.0 LOS by Move: C C A A C C A A D C C A HCM2kAvgQ: 5 5 0 0 5 5 0 0 4 8 8 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.652 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 34.6 Optimal Cycle: 54 Level Of Service: C ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 1 1 0 1 0 1 0 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 57 384 99 100 460 141 172 45 106 634 240 157 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: 57 384 99 100 460 141 172 45 106 634 240 157 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: 57 384 99 100 460 141 172 45 106 634 240 157 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 0.97 0.97 0.97 0.90 0.90 0.90 0.95 0.95 0.95 PHF Volume: 63 427 110 103 475 146 191 50 118 669 253 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 427 110 103 475 146 191 50 118 669 253 166 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 Final Vol.: 63 427 110 103 475 146 191 50 118 669 253 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.94 0.94 0.85 0.96 0.96 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.79 0.21 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 1789 3578 1615 1449 379 1615 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.12 0.07 0.06 0.13 0.09 0.13 0.13 0.07 0.19 0.13 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.47 0.20 0.20 0.20 0.20 0.20 0.20 0.29 0.29 0.29 Volume/Cap: 0.19 0.65 0.14 0.28 0.65 0.44 0.65 0.65 0.36 0.65 0.46 0.35 Uniform Del: 34.7 38.0 14.8 33.7 36.6 34.9 36.7 36.7 34.3 30.9 28.8 27.9 IncremntDel: 0.3 2.4 0.1 0.1 1.7 1.0 4.1 4.1 0.7 1.5 0.6 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: 35.0 40.4 14.9 33.7 38.3 35.8 40.8 40.8 35.0 32.4 29.4 28.3 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: 35.0 40.4 14.9 33.7 38.3 35.8 40.8 40.8 35.0 32.4 29.4 28.3 LOS by Move: D D B C D D D D D C C C HCM2kAvgQ: 2 7 2 3 8 4 8 8 3 10 7 4 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Dubuque / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.339 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 6.9 Optimal Cycle: 35 Level Of Service: A ******************************************************************************** Street Name: Dubuque Grand 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: 0 0 0 6 0 10 6 10 10 6 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 19 0 42 28 203 0 0 1294 79 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 19 0 42 28 203 0 0 1294 79 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 19 0 42 28 203 0 0 1294 79 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 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 PHF Volume: 0 0 0 21 0 47 31 225 0 0 1361 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 21 0 47 31 225 0 0 1361 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 Final Vol.: 0 0 0 21 0 47 31 225 0 0 1361 83 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.03 0.02 0.04 0.00 0.00 0.26 0.05 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.11 0.00 0.11 0.08 0.80 0.00 0.00 0.72 0.72 Volume/Cap: 0.00 0.00 0.00 0.11 0.00 0.26 0.21 0.05 0.00 0.00 0.36 0.07 Uniform Del: 0.0 0.0 0.0 40.1 0.0 40.8 43.1 2.1 0.0 0.0 5.3 4.1 IncremntDel: 0.0 0.0 0.0 0.2 0.0 0.8 0.7 0.0 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 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 40.3 0.0 41.6 43.8 2.1 0.0 0.0 5.4 4.2 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 0.0 0.0 40.3 0.0 41.6 43.8 2.1 0.0 0.0 5.4 4.2 LOS by Move: A A A D A D D A A A A A HCM2kAvgQ: 0 0 0 1 0 2 1 1 0 0 6 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Executive / Grand ******************************************************************************** Average Delay (sec/veh): 0.3 Worst Case Level Of Service: B[ 10.0] ******************************************************************************** Street Name: Executive Grand 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 59 504 0 0 0 0 0 0 0 0 15 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 59 504 0 0 0 0 0 0 0 0 15 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 59 504 0 0 0 0 0 0 0 0 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 66 560 0 0 0 0 0 0 0 0 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 66 560 0 0 0 0 0 0 0 0 17 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 313 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 732 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 732 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.0 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.0 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E. Grand / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.433 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 15.7 Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Street Name: E. Grand Grand 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 6 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 242 0 171 0 0 0 0 210 14 16 1170 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: 242 0 171 0 0 0 0 210 14 16 1170 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: 242 0 171 0 0 0 0 210 14 16 1170 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 PHF Volume: 269 0 190 0 0 0 0 233 16 17 1270 0 Reduct Vol: 0 0 85 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 0 105 0 0 0 0 233 16 17 1270 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 Final Vol.: 269 0 105 0 0 0 0 233 16 17 1270 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.90 0.90 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.81 0.19 1.00 3.00 0.00 Final Sat.: 1805 0 1615 0 0 0 0 4819 321 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.07 0.00 0.00 0.00 0.00 0.05 0.05 0.01 0.24 0.00 Crit Moves: **** **** **** Green/Cycle: 0.34 0.00 0.56 0.00 0.00 0.00 0.00 0.35 0.35 0.21 0.57 0.00 Volume/Cap: 0.43 0.00 0.12 0.00 0.00 0.00 0.00 0.14 0.14 0.05 0.43 0.00 Uniform Del: 25.3 0.0 10.5 0.0 0.0 0.0 0.0 22.0 22.0 31.3 12.5 0.0 IncremntDel: 0.5 0.0 0.1 0.0 0.0 0.0 0.0 0.0 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: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 25.8 0.0 10.6 0.0 0.0 0.0 0.0 22.0 22.0 31.4 12.6 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: 25.8 0.0 10.6 0.0 0.0 0.0 0.0 22.0 22.0 31.4 12.6 0.0 LOS by Move: C A B A A A A C C C B A HCM2kAvgQ: 7 0 2 0 0 0 0 2 2 0 8 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Gateway / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.388 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 18.9 Optimal Cycle: 44 Level Of Service: B ******************************************************************************** Street Name: Gateway E. Grand 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 36 59 54 50 108 81 82 266 58 183 1103 173 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: 36 59 54 50 108 81 82 266 58 183 1103 173 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: 36 59 54 50 108 81 82 266 58 183 1103 173 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 39 63 58 56 120 90 91 296 64 203 1226 192 Reduct Vol: 0 0 27 0 0 40 0 0 0 0 0 0 Reduced Vol: 39 63 31 56 120 50 91 296 64 203 1226 192 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 Final Vol.: 39 63 31 56 120 50 91 296 64 203 1226 192 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 5187 1615 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.03 0.03 0.03 0.05 0.06 0.04 0.11 0.24 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.10 0.48 0.06 0.10 0.23 0.13 0.34 0.34 0.38 0.59 0.59 Volume/Cap: 0.36 0.18 0.04 0.51 0.33 0.14 0.40 0.17 0.12 0.30 0.40 0.20 Uniform Del: 45.1 41.2 13.7 45.6 41.9 30.9 40.2 23.2 22.8 21.6 10.8 9.4 IncremntDel: 2.0 0.2 0.0 4.1 0.5 0.2 1.1 0.0 0.1 0.2 0.1 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: 47.2 41.5 13.7 49.7 42.4 31.0 41.3 23.2 22.9 21.8 10.9 9.5 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: 47.2 41.5 13.7 49.7 42.4 31.0 41.3 23.2 22.9 21.8 10.9 9.5 LOS by Move: D D B D D C D C C C B A HCM2kAvgQ: 2 1 0 2 2 1 3 2 1 4 7 3 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:29 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.619 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 29.9 Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 1 0 0 1 1 0 0 1 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 151 36 28 11 76 448 129 178 60 67 866 13 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: 151 36 28 11 76 448 129 178 60 67 866 13 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: 151 36 28 11 76 448 129 178 60 67 866 13 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 168 40 31 12 84 498 143 198 67 74 962 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 40 31 12 84 498 143 198 67 74 962 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 Final Vol.: 168 40 31 12 84 498 143 198 67 74 962 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.95 0.87 0.87 0.92 0.91 0.91 0.95 0.95 0.95 Lanes: 1.61 0.39 1.00 1.00 0.29 1.71 2.00 1.50 0.50 1.00 1.97 0.03 Final Sat.: 2949 703 1615 1805 481 2833 3502 2597 876 1805 3549 53 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.02 0.01 0.18 0.18 0.04 0.08 0.08 0.04 0.27 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.29 0.28 0.28 0.28 0.07 0.31 0.31 0.19 0.43 0.43 Volume/Cap: 0.57 0.57 0.07 0.02 0.63 0.63 0.63 0.24 0.24 0.22 0.63 0.63 Uniform Del: 42.9 42.9 25.9 26.0 31.4 31.4 45.5 25.6 25.6 34.5 22.0 22.0 IncremntDel: 2.1 2.1 0.1 0.0 1.3 1.3 5.3 0.1 0.1 0.3 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: 45.1 45.1 26.0 26.0 32.7 32.7 50.9 25.7 25.7 34.8 22.8 22.8 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: 45.1 45.1 26.0 26.0 32.7 32.7 50.9 25.7 25.7 34.8 22.8 22.8 LOS by Move: D D C C C C D C C C C C HCM2kAvgQ: 4 4 1 0 9 9 3 3 3 2 13 13 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:30 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Average Delay (sec/veh): 2.2 Worst Case Level Of Service: C[ 15.0] ******************************************************************************** Street Name: Allerton E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 126 66 177 0 0 794 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: 0 0 0 7 0 126 66 177 0 0 794 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: 0 0 0 7 0 126 66 177 0 0 794 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 8 0 140 73 197 0 0 882 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 8 0 140 73 197 0 0 882 19 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1137 xxxx 451 901 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 199 xxxx 561 763 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 184 xxxx 561 763 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.04 xxxx 0.25 0.10 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.2 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 507 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 1.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 15.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C * * * * * * * ApproachDel: xxxxxx 15.0 xxxxxx xxxxxx ApproachLOS: * C * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:30 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Average Delay (sec/veh): 11.2 Worst Case Level Of Service: C[ 17.7] ******************************************************************************** Street Name: Grandview E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 13 0 542 121 67 0 0 217 5 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 13 0 542 121 67 0 0 217 5 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 13 0 542 121 67 0 0 217 5 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 14 0 602 134 74 0 0 241 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 14 0 602 134 74 0 0 241 6 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 550 xxxx 123 247 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 470 xxxx 911 1331 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 434 xxxx 911 1331 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.03 xxxx 0.66 0.10 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.0 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 888 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 5.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 17.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C * * * * * * * ApproachDel: xxxxxx 17.7 xxxxxx xxxxxx ApproachLOS: * C * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:30 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.698 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 30.2 Optimal Cycle: 59 Level Of Service: C ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 24 171 111 1003 67 100 171 200 677 154 327 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: 88 24 171 111 1003 67 100 171 200 677 154 327 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: 88 24 171 111 1003 67 100 171 200 677 154 327 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: 0.91 0.91 0.91 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 97 26 189 115 1036 69 111 190 222 752 171 363 Reduct Vol: 0 0 86 0 0 34 0 0 100 0 0 164 Reduced Vol: 97 26 103 115 1036 35 111 190 122 752 171 199 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 Final Vol.: 97 26 103 115 1036 35 111 190 122 752 171 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.93 0.93 0.85 0.91 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.11 1.89 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1962 3355 1615 3469 1735 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.01 0.06 0.06 0.29 0.02 0.06 0.06 0.08 0.22 0.10 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.39 0.39 0.39 0.49 0.10 0.10 0.20 0.29 0.29 0.68 Volume/Cap: 0.54 0.07 0.16 0.16 0.74 0.04 0.57 0.57 0.38 0.74 0.34 0.18 Uniform Del: 42.8 40.8 19.7 20.0 26.3 13.4 42.9 42.9 34.6 31.9 27.8 5.8 IncremntDel: 3.2 0.1 0.1 0.1 2.2 0.0 1.4 1.4 0.7 2.4 0.1 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: 46.0 40.9 19.8 20.1 28.5 13.5 44.4 44.4 35.4 34.4 27.8 5.9 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: 46.0 40.9 19.8 20.1 28.5 13.5 44.4 44.4 35.4 34.4 27.8 5.9 LOS by Move: D D B C C B D D D C C A HCM2kAvgQ: 4 0 2 2 16 1 4 4 4 12 4 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:30 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.585 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 33.2 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 1 1 0 0 1 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 466 159 61 7 252 525 61 85 338 92 296 15 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: 466 159 61 7 252 525 61 85 338 92 296 15 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: 466 159 61 7 252 525 61 85 338 92 296 15 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: 0.91 0.91 0.91 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 514 175 67 8 280 583 68 94 376 102 329 17 Reduct Vol: 0 0 31 0 0 263 0 0 0 0 0 0 Reduced Vol: 514 175 36 8 280 320 68 94 376 102 329 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 Final Vol.: 514 175 36 8 280 320 68 94 376 102 329 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.95 0.88 0.88 0.95 0.99 0.99 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.40 1.60 1.00 0.95 0.05 Final Sat.: 3502 3610 1615 1805 1900 1615 1805 672 2672 1805 1796 91 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.05 0.02 0.00 0.15 0.20 0.04 0.14 0.14 0.06 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.25 0.36 0.25 0.25 0.32 0.06 0.26 0.26 0.11 0.31 0.31 Volume/Cap: 0.58 0.19 0.06 0.02 0.58 0.63 0.58 0.53 0.53 0.50 0.58 0.58 Uniform Del: 32.9 29.5 20.7 28.1 32.8 29.2 45.5 31.5 31.5 41.7 28.9 28.9 IncremntDel: 1.0 0.1 0.0 0.0 1.9 2.5 7.5 0.6 0.6 2.0 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: 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: 33.9 29.6 20.8 28.1 34.7 31.7 53.0 32.1 32.1 43.7 30.4 30.4 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: 33.9 29.6 20.8 28.1 34.7 31.7 53.0 32.1 32.1 43.7 30.4 30.4 LOS by Move: C C C C C C D C C D C C HCM2kAvgQ: 8 2 1 0 8 9 3 7 7 4 9 9 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Existing PM Thu Jun 22, 2006 16:53:30 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 S. Airport / US-101 NB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.577 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 30.7 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: S. Airport US-101 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 323 317 16 14 556 169 399 8 212 22 6 15 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: 323 317 16 14 556 169 399 8 212 22 6 15 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: 323 317 16 14 556 169 399 8 212 22 6 15 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 0.92 0.92 0.92 0.95 0.95 0.95 0.90 0.90 0.90 PHF Volume: 333 327 16 15 605 184 420 8 223 24 7 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 327 16 15 605 184 420 8 223 24 7 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 Final Vol.: 333 327 16 15 605 184 420 8 223 24 7 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.85 0.95 0.85 0.95 0.95 0.85 0.96 0.96 0.85 Lanes: 1.00 1.90 0.10 1.00 2.00 1.00 1.96 0.04 1.00 0.79 0.21 1.00 Final Sat.: 1805 3412 172 1615 3610 1615 3550 71 1615 1436 392 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.10 0.10 0.01 0.17 0.11 0.12 0.12 0.14 0.02 0.02 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.56 0.56 0.27 0.27 0.27 0.22 0.22 0.22 0.10 0.10 0.10 Volume/Cap: 0.63 0.17 0.17 0.04 0.63 0.43 0.54 0.54 0.63 0.17 0.17 0.10 Uniform Del: 30.6 10.7 10.7 27.1 32.3 30.3 34.5 34.5 35.3 41.2 41.2 40.9 IncremntDel: 2.4 0.0 0.0 0.0 1.3 0.7 0.7 0.7 3.6 0.4 0.4 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: 33.0 10.7 10.7 27.2 33.6 31.0 35.2 35.2 38.9 41.6 41.6 41.2 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: 33.0 10.7 10.7 27.2 33.6 31.0 35.2 35.2 38.9 41.6 41.6 41.2 LOS by Move: C B B C C C D D D D D D HCM2kAvgQ: 10 3 0 0 9 5 6 6 7 1 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS 2015 BASELINE CONDITIONS AM PEAK HOUR Korve Engineering, Inc. Technical Appendix 2015 AM Thu Jun 22, 2006 16:56:51 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Airport / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.608 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 32.5 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Airport Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 1 0 2 2 0 1 1 0 1 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 17 172 332 256 223 107 86 979 29 68 122 53 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: 17 172 332 256 223 107 86 979 29 68 122 53 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 11 58 6 84 75 30 130 83 35 1 44 186 Initial Fut: 28 230 338 340 298 137 216 1062 64 69 166 239 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: 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 31 256 376 364 319 147 240 1180 71 77 184 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 256 376 364 319 147 240 1180 71 77 184 266 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 Final Vol.: 31 256 376 364 319 147 240 1180 71 77 184 266 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 0.92 0.91 0.91 0.95 0.90 0.90 0.92 0.87 0.87 Lanes: 1.00 1.00 2.00 2.00 1.37 0.63 1.00 2.83 0.17 2.00 1.00 1.00 Final Sat.: 1805 1900 2842 3502 2357 1084 1805 4848 292 3502 1646 1646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.13 0.10 0.14 0.14 0.13 0.24 0.24 0.02 0.11 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.30 0.21 0.21 0.21 0.21 0.37 0.37 0.09 0.26 0.26 Volume/Cap: 0.08 0.64 0.44 0.50 0.65 0.65 0.63 0.66 0.66 0.24 0.43 0.62 Uniform Del: 31.8 36.1 28.2 34.8 36.1 36.1 36.0 26.2 26.2 42.3 30.8 32.6 IncremntDel: 0.1 3.5 0.4 0.5 2.0 2.0 3.5 0.9 0.9 0.4 0.3 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: 31.8 39.6 28.6 35.4 38.1 38.1 39.5 27.1 27.1 42.7 31.1 34.3 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: 31.8 39.6 28.6 35.4 38.1 38.1 39.5 27.1 27.1 42.7 31.1 34.3 LOS by Move: C D C D D D D C C D C C HCM2kAvgQ: 1 8 6 6 8 8 8 12 12 1 5 8 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:51 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 156 12 727 0 0 0 353 517 494 268 106 267 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: 156 12 727 0 0 0 353 517 494 268 106 267 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 207 17 286 0 0 0 91 47 35 109 24 65 Initial Fut: 363 29 1013 0 0 0 444 564 529 377 130 332 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 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 380 30 1060 0 0 0 476 605 568 405 139 356 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 380 30 1060 0 0 0 476 605 568 405 139 356 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 Final Vol.: 380 30 1060 0 0 0 476 605 568 405 139 356 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 1.00 1.00 1.00 0.92 0.88 0.88 0.92 0.95 0.85 Lanes: 1.85 0.15 2.00 0.00 0.00 0.00 2.00 1.55 1.45 2.00 2.00 1.00 Final Sat.: 3382 270 2842 0 0 0 3502 2590 2429 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.37 0.00 0.00 0.00 0.14 0.23 0.23 0.12 0.04 0.22 Crit Moves: **** **** **** Green/Cycle: 0.38 0.38 0.56 0.00 0.00 0.00 0.20 0.35 0.35 0.17 0.33 0.33 Volume/Cap: 0.29 0.29 0.67 0.00 0.00 0.00 0.67 0.66 0.66 0.66 0.12 0.67 Uniform Del: 21.6 21.6 15.7 0.0 0.0 0.0 36.9 27.2 27.2 38.5 23.6 29.1 IncremntDel: 0.1 0.1 1.1 0.0 0.0 0.0 2.6 0.9 0.9 2.7 0.0 3.4 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 21.7 21.7 16.8 0.0 0.0 0.0 39.5 28.2 28.2 41.2 23.6 32.5 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: 21.7 21.7 16.8 0.0 0.0 0.0 39.5 28.2 28.2 41.2 23.6 32.5 LOS by Move: C C B A A A D C C D C C HCM2kAvgQ: 4 4 14 0 0 0 8 11 11 7 2 10 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:51 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dubuque / US-101 Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.575 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 14.8 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Dubuque US-101 Ramps 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 1 0 1 0 2 1 1 0 0 1 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 69 0 13 96 648 856 0 43 0 0 4 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 69 0 13 96 648 856 0 43 0 0 4 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 28 22 0 0 35 109 488 0 45 0 0 0 Initial Fut: 33 91 0 13 131 757 1344 0 88 0 0 4 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 0.94 0.94 0.94 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 37 101 0 14 139 804 1483 0 97 0 0 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 101 0 14 139 804 1483 0 97 0 0 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 Final Vol.: 37 101 0 14 139 804 1483 0 97 0 0 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.75 0.95 1.00 0.85 1.00 1.00 0.87 Lanes: 1.00 1.00 0.00 1.00 1.00 2.00 2.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1805 1900 0 1805 1900 2842 3618 0 1615 0 0 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.05 0.00 0.01 0.07 0.28 0.41 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.11 0.00 0.06 0.11 0.72 0.61 0.00 0.61 0.00 0.00 0.10 Volume/Cap: 0.34 0.50 0.00 0.12 0.67 0.39 0.67 0.00 0.10 0.00 0.00 0.03 Uniform Del: 45.1 42.2 0.0 44.2 42.8 5.5 12.8 0.0 8.1 0.0 0.0 40.6 IncremntDel: 1.9 2.0 0.0 0.5 8.3 0.1 0.8 0.0 0.0 0.0 0.0 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 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Delay/Veh: 47.0 44.3 0.0 44.7 51.1 5.6 13.6 0.0 8.1 0.0 0.0 40.7 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: 47.0 44.3 0.0 44.7 51.1 5.6 13.6 0.0 8.1 0.0 0.0 40.7 LOS by Move: D D A D D A B A A A A D HCM2kAvgQ: 1 4 0 0 5 6 16 0 1 0 0 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.802 Loss Time (sec): 38 (Y+R=3.0 sec) Average Delay (sec/veh): 48.1 Optimal Cycle: 118 Level Of Service: D ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 18 18 18 7 7 7 18 32 32 5 19 19 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 200 0 103 0 0 0 0 718 526 50 400 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: 200 0 103 0 0 0 0 718 526 50 400 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 52 2 12 91 1 51 159 167 7 6 96 0 Initial Fut: 252 2 115 91 1 51 159 885 533 56 496 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 PHF Volume: 280 2 128 101 1 57 175 974 586 60 529 0 Reduct Vol: 0 0 0 0 0 10 0 0 0 0 0 0 Reduced Vol: 280 2 128 101 1 47 175 974 586 60 529 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 Final Vol.: 280 2 128 101 1 47 175 974 586 60 529 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 1.03 1.00 0.85 0.95 0.86 0.86 0.95 0.91 0.91 Lanes: 2.98 0.02 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 5229 41 1615 1962 1900 1615 1805 3264 1632 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.08 0.05 0.00 0.03 0.10 0.30 0.36 0.03 0.10 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.18 0.05 0.05 0.18 0.13 0.34 0.34 0.05 0.26 0.00 Volume/Cap: 0.30 0.30 0.44 1.05 0.01 0.16 0.73 0.87 1.05 0.66 0.39 0.00 Uniform Del: 35.5 35.5 36.5 47.6 45.3 34.5 41.7 30.9 32.9 46.7 30.6 0.0 IncremntDel: 0.2 0.2 1.1 107.0 0.1 0.3 11.2 5.1 38.8 16.8 0.2 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 0.00 Delay/Veh: 35.7 35.7 37.6 154.6 45.3 34.8 52.9 36.1 71.8 63.5 30.8 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: 35.7 35.7 37.6 154.6 45.3 34.8 52.9 36.1 71.8 63.5 30.8 0.0 LOS by Move: D D D F D C D D E E C A HCM2kAvgQ: 3 3 4 7 0 1 7 19 29 3 5 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.943 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 33.3 Optimal Cycle: 127 Level Of Service: C ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 496 1 15 4 1 4 47 731 989 20 99 3 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: 496 1 15 4 1 4 47 731 989 20 99 3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 11 5 4 0 1 31 149 49 2 3 39 0 Initial Fut: 507 6 19 4 2 35 196 780 991 23 138 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 563 7 21 4 2 39 212 844 1073 26 153 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 563 7 21 4 2 39 212 844 1073 26 153 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 Final Vol.: 563 7 21 4 2 39 212 844 1073 26 153 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.89 0.89 0.94 0.94 0.85 0.65 1.00 1.13 0.08 0.95 0.95 Lanes: 1.00 0.24 0.76 0.67 0.33 1.00 1.00 1.00 1.00 1.00 1.96 0.04 Final Sat.: 1450 404 1279 1194 597 1615 1237 1900 2153 144 3523 77 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.39 0.02 0.02 0.00 0.00 0.02 0.17 0.44 0.50 0.18 0.04 0.04 Crit Moves: **** **** Green/Cycle: 0.41 0.41 0.41 0.41 0.41 0.41 0.53 0.53 0.53 0.53 0.53 0.53 Volume/Cap: 0.94 0.04 0.04 0.01 0.01 0.06 0.32 0.84 0.94 0.34 0.08 0.08 Uniform Del: 28.3 17.6 17.6 17.4 17.4 17.7 13.4 20.0 22.2 13.5 11.6 11.6 IncremntDel: 23.7 0.0 0.0 0.0 0.0 0.0 0.3 6.5 15.1 2.6 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 51.9 17.6 17.6 17.4 17.4 17.8 13.7 26.6 37.2 16.1 11.7 11.7 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: 51.9 17.6 17.6 17.4 17.4 17.8 13.7 26.6 37.2 16.1 11.7 11.7 LOS by Move: D B B B B B B C D B B B HCM2kAvgQ: 22 1 1 0 0 1 4 24 36 1 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.682 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 24.4 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Gull Forbes 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: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 763 0 126 18 447 0 0 179 188 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 0 763 0 126 18 447 0 0 179 188 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 3 0 2 4 2 0 0 8 15 Initial Fut: 0 0 0 766 0 128 22 449 0 0 187 203 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 851 0 142 24 499 0 0 208 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 851 0 142 24 499 0 0 208 226 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 Final Vol.: 0 0 0 851 0 142 24 499 0 0 208 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1664 1664 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.47 0.00 0.09 0.01 0.14 0.00 0.00 0.12 0.14 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.66 0.00 0.66 0.06 0.25 0.00 0.00 0.19 0.19 Volume/Cap: 0.00 0.00 0.00 0.71 0.00 0.13 0.23 0.55 0.00 0.00 0.66 0.71 Uniform Del: 0.0 0.0 0.0 10.9 0.0 6.3 44.8 32.7 0.0 0.0 37.5 38.0 IncremntDel: 0.0 0.0 0.0 2.1 0.0 0.1 1.1 0.8 0.0 0.0 2.4 4.0 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 13.0 0.0 6.4 45.8 33.4 0.0 0.0 40.0 42.0 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 13.0 0.0 6.4 45.8 33.4 0.0 0.0 40.0 42.0 LOS by Move: A A A B A A D C A A D D HCM2kAvgQ: 0 0 0 18 0 2 1 8 0 0 7 8 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Allerton / Forbes ******************************************************************************** Average Delay (sec/veh): 2.2 Worst Case Level Of Service: C[ 22.4] ******************************************************************************** Street Name: Allerton Forbes 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 22 1 41 0 3 0 2 464 40 94 211 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: 22 1 41 0 3 0 2 464 40 94 211 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 4 0 2 0 0 0 0 4 1 1 9 0 Initial Fut: 26 1 43 0 3 0 2 468 41 95 220 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 29 1 48 0 3 0 2 520 46 106 244 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 29 1 48 0 3 0 2 520 46 106 244 2 Critical Gap Module: Critical Gp: 7.5 6.5 6.9 xxxxx 6.5 xxxxx 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx 4.0 xxxxx 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 882 1005 283 xxxx 1027 xxxxx 247 xxxx xxxxx 566 xxxx xxxxx Potent Cap.: 244 243 720 xxxx 236 xxxxx 1331 xxxx xxxxx 1016 xxxx xxxxx Move Cap.: 220 216 720 xxxx 210 xxxxx 1331 xxxx xxxxx 1016 xxxx xxxxx Volume/Cap: 0.13 0.01 0.07 xxxx 0.02 xxxx 0.00 xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx 0.2 xxxx 0.0 xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx 10.4 xxxxx 22.4 xxxxx 7.7 xxxx xxxxx 9.0 xxxx xxxxx LOS by Move: * * B * C * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 220 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.5 xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Shrd ConDel: 23.9 xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx 9.0 xxxx xxxxx Shared LOS: C * * * * * A * * A * * ApproachDel: 15.6 22.4 xxxxxx xxxxxx ApproachLOS: C C * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Airport / Miller ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.566 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 25.6 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Street Name: Airport Miller Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 104 0 0 327 62 0 0 128 480 160 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: 47 104 0 0 327 62 0 0 128 480 160 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 112 0 0 0 0 268 0 0 Initial Fut: 47 179 0 0 439 62 0 0 128 748 160 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: 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 PHF Volume: 52 199 0 0 479 68 0 0 142 823 176 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 199 0 0 479 68 0 0 142 823 176 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 Final Vol.: 52 199 0 0 479 68 0 0 142 823 176 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 0.69 1.00 1.00 0.93 0.93 1.00 1.00 0.87 0.96 0.96 1.00 Lanes: 0.42 1.58 0.00 0.00 1.75 0.25 0.00 0.00 1.00 1.65 0.35 0.00 Final Sat.: 545 2076 0 0 3103 438 0 0 1644 3005 643 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.00 0.00 0.15 0.15 0.00 0.00 0.09 0.27 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.27 0.00 0.00 0.27 0.27 0.00 0.00 0.15 0.48 0.48 0.00 Volume/Cap: 0.35 0.35 0.00 0.00 0.57 0.57 0.00 0.00 0.57 0.57 0.57 0.00 Uniform Del: 29.2 29.2 0.0 0.0 31.3 31.3 0.0 0.0 39.3 18.3 18.3 0.0 IncremntDel: 0.3 0.3 0.0 0.0 0.8 0.8 0.0 0.0 3.0 0.4 0.4 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Delay/Veh: 29.5 29.5 0.0 0.0 32.0 32.0 0.0 0.0 42.2 18.7 18.7 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: 29.5 29.5 0.0 0.0 32.0 32.0 0.0 0.0 42.2 18.7 18.7 0.0 LOS by Move: C C A A C C A A D B B A HCM2kAvgQ: 3 3 0 0 8 8 0 0 5 11 11 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.817 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 40.7 Optimal Cycle: 81 Level Of Service: D ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 1 1 0 1 0 1 0 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 14 322 194 480 381 70 227 130 69 259 133 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: 14 322 194 480 381 70 227 130 69 259 133 83 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 13 1 338 9 33 48 65 0 1 19 14 Initial Fut: 14 335 195 818 390 103 275 195 69 260 152 97 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: 0.91 0.91 0.91 0.91 0.91 0.91 0.94 0.94 0.94 0.90 0.90 0.90 PHF Volume: 15 367 213 903 430 114 292 207 73 289 169 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 367 213 903 430 114 292 207 73 289 169 108 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 Final Vol.: 15 367 213 903 430 114 292 207 73 289 169 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.92 0.85 0.97 0.97 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 3491 1745 1615 1081 766 1615 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.13 0.26 0.25 0.07 0.27 0.27 0.05 0.08 0.09 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.12 0.23 0.32 0.32 0.32 0.33 0.33 0.33 0.11 0.11 0.11 Volume/Cap: 0.07 0.82 0.57 0.82 0.78 0.22 0.82 0.82 0.14 0.76 0.82 0.61 Uniform Del: 38.7 42.7 33.9 31.5 31.0 25.1 30.7 30.7 23.5 43.3 43.6 42.6 IncremntDel: 0.1 11.2 2.0 3.4 2.4 0.2 8.5 8.5 0.1 8.6 21.8 6.3 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: 38.8 53.9 35.9 34.9 33.4 25.4 39.2 39.2 23.6 51.8 65.4 48.9 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: 38.8 53.9 35.9 34.9 33.4 25.4 39.2 39.2 23.6 51.8 65.4 48.9 LOS by Move: D D D C C C D D C D E D HCM2kAvgQ: 0 8 6 16 14 3 16 16 2 6 7 4 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Dubuque / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.295 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 7.4 Optimal Cycle: 35 Level Of Service: A ******************************************************************************** Street Name: Dubuque Grand 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: 0 0 0 6 0 10 6 10 10 6 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 30 0 16 46 788 0 0 490 37 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 30 0 16 46 788 0 0 490 37 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 2 0 6 10 394 0 0 82 2 Initial Fut: 0 0 0 32 0 22 56 1182 0 0 572 39 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 36 0 24 62 1313 0 0 636 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 24 62 1313 0 0 636 43 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 Final Vol.: 0 0 0 36 0 24 62 1313 0 0 636 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.03 0.25 0.00 0.00 0.12 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.27 0.81 0.00 0.00 0.54 0.54 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.15 0.13 0.31 0.00 0.00 0.23 0.05 Uniform Del: 0.0 0.0 0.0 41.3 0.0 41.1 27.6 2.4 0.0 0.0 12.1 10.9 IncremntDel: 0.0 0.0 0.0 0.5 0.0 0.4 0.1 0.0 0.0 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: 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 41.9 0.0 41.6 27.7 2.5 0.0 0.0 12.1 10.9 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 0.0 0.0 41.9 0.0 41.6 27.7 2.5 0.0 0.0 12.1 10.9 LOS by Move: A A A D A D C A A A B B HCM2kAvgQ: 0 0 0 1 0 1 1 4 0 0 4 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Executive / Grand ******************************************************************************** Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[ 0.0] ******************************************************************************** Street Name: Executive Grand 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 624 949 0 0 0 0 0 0 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: 0 624 949 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 44 -6 0 0 0 0 0 0 0 0 0 Initial Fut: 0 668 943 0 0 0 0 0 0 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 705 995 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 705 995 0 0 0 0 0 0 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E. Grand / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.567 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 19.1 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Street Name: E. Grand Grand 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 6 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 0 765 0 0 0 0 689 29 7 358 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: 150 0 765 0 0 0 0 689 29 7 358 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 -6 0 0 0 0 396 0 0 84 0 Initial Fut: 150 0 759 0 0 0 0 1085 29 7 442 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: 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 163 0 826 0 0 0 0 1206 32 8 491 0 Reduct Vol: 0 0 380 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 0 446 0 0 0 0 1206 32 8 491 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 Final Vol.: 163 0 446 0 0 0 0 1206 32 8 491 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.91 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.92 0.08 1.00 3.00 0.00 Final Sat.: 1805 0 1615 0 0 0 0 5032 134 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.28 0.00 0.00 0.00 0.00 0.24 0.24 0.00 0.09 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.00 0.46 0.00 0.00 0.00 0.00 0.45 0.45 0.06 0.51 0.00 Volume/Cap: 0.22 0.00 0.60 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.19 0.00 Uniform Del: 19.6 0.0 19.9 0.0 0.0 0.0 0.0 20.1 20.1 44.4 13.4 0.0 IncremntDel: 0.2 0.0 1.3 0.0 0.0 0.0 0.0 0.2 0.2 0.3 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 19.7 0.0 21.2 0.0 0.0 0.0 0.0 20.4 20.4 44.7 13.5 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: 19.7 0.0 21.2 0.0 0.0 0.0 0.0 20.4 20.4 44.7 13.5 0.0 LOS by Move: B A C A A A A C C D B A HCM2kAvgQ: 3 0 11 0 0 0 0 10 10 0 3 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:52 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Gateway / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.689 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 28.0 Optimal Cycle: 58 Level Of Service: C ******************************************************************************** Street Name: Gateway E. Grand 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 50 115 226 181 83 27 189 1285 45 104 308 64 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: 50 115 226 181 83 27 189 1285 45 104 308 64 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 2 21 193 0 11 2 4 385 1 59 80 0 Initial Fut: 52 136 419 181 94 29 193 1670 46 163 388 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: 0.93 0.93 0.93 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 56 146 450 194 101 31 214 1856 51 181 431 71 Reduct Vol: 0 0 210 0 0 15 0 0 0 0 0 0 Reduced Vol: 56 146 240 194 101 16 214 1856 51 181 431 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 Final Vol.: 56 146 240 194 101 16 214 1856 51 181 431 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 5187 1615 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.15 0.11 0.03 0.01 0.12 0.36 0.03 0.10 0.08 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.10 0.24 0.15 0.16 0.50 0.34 0.49 0.49 0.14 0.29 0.29 Volume/Cap: 0.33 0.40 0.62 0.73 0.18 0.02 0.35 0.73 0.06 0.73 0.29 0.15 Uniform Del: 42.4 42.2 34.1 40.6 36.7 12.7 24.5 20.0 13.3 41.3 27.6 26.5 IncremntDel: 1.2 0.7 3.2 9.5 0.2 0.0 0.3 1.1 0.0 10.1 0.1 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: 43.6 43.0 37.2 50.1 36.9 12.7 24.8 21.0 13.3 51.4 27.7 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: 43.6 43.0 37.2 50.1 36.9 12.7 24.8 21.0 13.3 51.4 27.7 26.6 LOS by Move: D D D D D B C C B D C C HCM2kAvgQ: 2 3 7 7 1 0 5 17 1 7 4 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:53 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 34.3 Optimal Cycle: 94 Level Of Service: C ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 1 0 0 1 1 0 0 1 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 98 74 20 37 137 536 972 180 23 277 15 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 98 74 20 37 137 536 972 180 23 277 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 193 112 0 40 45 199 378 0 12 95 0 Initial Fut: 63 291 186 20 77 182 735 1350 180 35 372 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 70 323 207 22 86 202 817 1500 200 39 413 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 323 207 22 86 202 817 1500 200 39 413 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 Final Vol.: 70 323 207 22 86 202 817 1500 200 39 413 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.99 0.99 0.85 0.95 0.90 0.90 0.92 0.93 0.93 0.95 0.94 0.94 Lanes: 1.00 1.00 1.00 1.00 0.59 1.41 2.00 1.76 0.24 1.00 1.92 0.08 Final Sat.: 1883 1883 1615 1805 1011 2390 3502 3128 417 1805 3449 139 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.17 0.13 0.01 0.08 0.08 0.23 0.48 0.48 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.19 0.25 0.10 0.10 0.10 0.39 0.53 0.53 0.06 0.20 0.20 Volume/Cap: 0.20 0.90 0.51 0.12 0.85 0.85 0.60 0.90 0.90 0.36 0.60 0.60 Uniform Del: 34.1 39.6 32.3 41.0 44.2 44.2 24.3 21.2 21.2 45.2 36.3 36.3 IncremntDel: 0.0 22.0 1.1 0.3 17.5 17.5 0.7 6.7 6.7 2.0 1.4 1.4 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: 34.1 61.6 33.4 41.3 61.8 61.8 25.0 27.9 27.9 47.2 37.7 37.7 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: 34.1 61.6 33.4 41.3 61.8 61.8 25.0 27.9 27.9 47.2 37.7 37.7 LOS by Move: C E C D E E C C C D D D HCM2kAvgQ: 2 13 6 1 7 7 11 29 29 2 7 7 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:53 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Average Delay (sec/veh): 1.3 Worst Case Level Of Service: C[ 16.7] ******************************************************************************** Street Name: Allerton E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 24 0 62 88 848 0 0 181 6 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 24 0 62 88 848 0 0 181 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 2 6 433 0 0 88 0 Initial Fut: 0 0 0 24 0 64 94 1281 0 0 269 6 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 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 0 0 0 27 0 71 103 1406 0 0 299 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 27 0 71 103 1406 0 0 299 7 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1212 xxxx 153 306 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 178 xxxx 872 1267 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 166 xxxx 872 1267 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.16 xxxx 0.08 0.08 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 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 405 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 16.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C * * * * * * * ApproachDel: xxxxxx 16.7 xxxxxx xxxxxx ApproachLOS: * C * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:53 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Average Delay (sec/veh): 6.2 Worst Case Level Of Service: E[ 42.5] ******************************************************************************** Street Name: Grandview E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 80 601 282 0 0 113 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: 0 0 0 7 0 80 601 282 0 0 113 8 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 8 0 -2 -10 443 0 0 90 2 Initial Fut: 0 0 0 15 0 78 591 725 0 0 203 10 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 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 0 0 0 17 0 87 642 788 0 0 226 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 17 0 87 642 788 0 0 226 11 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1910 xxxx 118 237 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 61 xxxx 918 1342 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 38 xxxx 918 1342 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.44 xxxx 0.09 0.48 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 2.7 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.1 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 195 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 2.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 42.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * E * * * * * * * ApproachDel: xxxxxx 42.5 xxxxxx xxxxxx ApproachLOS: * E * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:53 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.492 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 29.4 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 153 23 356 142 629 62 45 135 116 213 205 160 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: 153 23 356 142 629 62 45 135 116 213 205 160 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 6 0 4 5 13 0 89 4 8 Initial Fut: 153 23 356 148 629 66 50 148 116 302 209 168 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.98 0.98 0.98 PHF Volume: 170 26 396 164 699 73 55 164 129 307 213 171 Reduct Vol: 0 0 178 0 0 33 0 0 58 0 0 84 Reduced Vol: 170 26 218 164 699 40 55 164 71 307 213 87 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 Final Vol.: 170 26 218 164 699 40 55 164 71 307 213 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.94 0.94 0.85 0.92 0.92 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.77 1.23 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1783 3567 1615 3107 2151 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.01 0.13 0.09 0.19 0.02 0.03 0.05 0.04 0.10 0.10 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.26 0.43 0.35 0.35 0.45 0.10 0.10 0.36 0.18 0.18 0.52 Volume/Cap: 0.36 0.03 0.31 0.26 0.55 0.06 0.31 0.46 0.12 0.55 0.55 0.10 Uniform Del: 30.2 27.6 18.8 23.2 26.2 15.5 41.8 42.5 21.4 37.3 37.3 12.2 IncremntDel: 0.5 0.0 0.3 0.2 0.5 0.0 0.3 0.7 0.1 0.7 0.7 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: 30.7 27.6 19.0 23.5 26.7 15.5 42.1 43.2 21.5 38.0 38.0 12.2 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: 30.7 27.6 19.0 23.5 26.7 15.5 42.1 43.2 21.5 38.0 38.0 12.2 LOS by Move: C C B C C B D D C D D B HCM2kAvgQ: 4 0 4 4 9 1 2 3 1 6 6 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:53 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.512 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 1 1 0 0 1 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 422 333 328 14 84 141 68 209 362 26 93 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: 422 333 328 14 84 141 68 209 362 26 93 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 8 149 230 12 4 47 7 6 6 0 46 2 Initial Fut: 430 482 558 26 88 188 75 215 368 26 139 26 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 478 536 620 29 98 209 83 239 409 29 154 29 Reduct Vol: 0 0 279 0 0 94 0 0 0 0 0 0 Reduced Vol: 478 536 341 29 98 115 83 239 409 29 154 29 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 Final Vol.: 478 536 341 29 98 115 83 239 409 29 154 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.95 0.91 0.91 0.95 0.98 0.98 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.74 1.26 1.00 0.84 0.16 Final Sat.: 3502 3610 1615 1805 1900 1615 1805 1268 2171 1805 1562 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.15 0.21 0.02 0.05 0.07 0.05 0.19 0.19 0.02 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.32 0.32 0.38 0.11 0.11 0.28 0.17 0.40 0.40 0.06 0.28 0.28 Volume/Cap: 0.43 0.47 0.56 0.15 0.48 0.26 0.27 0.48 0.48 0.27 0.35 0.35 Uniform Del: 27.0 27.4 24.6 40.4 41.9 28.0 36.1 22.5 22.5 44.9 28.4 28.4 IncremntDel: 0.3 0.3 1.2 0.4 1.7 0.3 0.5 0.3 0.3 1.3 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: 27.3 27.7 25.8 40.8 43.7 28.3 36.5 22.8 22.8 46.2 28.8 28.8 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: 27.3 27.7 25.8 40.8 43.7 28.3 36.5 22.8 22.8 46.2 28.8 28.8 LOS by Move: C C C D D C D C C D C C HCM2kAvgQ: 6 7 9 1 3 3 2 8 8 1 5 5 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM Thu Jun 22, 2006 16:56:53 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 S. Airport / US-101 NB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.674 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 27.9 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Street Name: S. Airport US-101 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 228 8 21 298 138 907 8 385 16 9 9 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: 144 228 8 21 298 138 907 8 385 16 9 9 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 18 0 0 11 0 369 0 73 0 0 0 Initial Fut: 144 246 8 21 309 138 1276 8 458 16 9 9 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 160 273 9 23 343 153 1418 9 509 18 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 273 9 23 343 153 1418 9 509 18 10 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 Final Vol.: 160 273 9 23 343 153 1418 9 509 18 10 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.85 0.95 0.85 0.95 0.95 0.85 0.97 0.97 0.85 Lanes: 1.00 1.94 0.06 1.00 2.00 1.00 1.99 0.01 1.00 0.64 0.36 1.00 Final Sat.: 1805 3479 113 1615 3610 1615 3599 23 1615 1178 663 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.08 0.08 0.01 0.10 0.09 0.39 0.39 0.32 0.02 0.02 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.25 0.25 0.13 0.13 0.13 0.53 0.53 0.53 0.10 0.10 0.10 Volume/Cap: 0.74 0.32 0.32 0.11 0.74 0.74 0.74 0.74 0.59 0.15 0.15 0.06 Uniform Del: 42.5 30.7 30.7 38.5 42.0 42.0 18.1 18.1 16.0 41.1 41.1 40.8 IncremntDel: 12.8 0.2 0.2 0.2 6.3 13.2 1.6 1.6 1.1 0.4 0.4 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: 55.3 30.9 30.9 38.8 48.3 55.1 19.6 19.6 17.1 41.5 41.5 40.9 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: 55.3 30.9 30.9 38.8 48.3 55.1 19.6 19.6 17.1 41.5 41.5 40.9 LOS by Move: E C C D D E B B B D D D HCM2kAvgQ: 6 4 1 1 7 6 18 18 11 1 1 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS 2015 BASELINE CONDITIONS PM PEAK HOUR Korve Engineering, Inc. Technical Appendix 2015 PM Thu Jun 22, 2006 17:00:17 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Airport / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.887 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 40.1 Optimal Cycle: 104 Level Of Service: D ******************************************************************************** Street Name: Airport Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 1 0 2 2 0 1 1 0 1 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 30 130 225 169 333 320 79 342 24 184 642 25 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: 30 130 225 169 333 320 79 342 24 184 642 25 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 39 74 1 235 60 101 83 53 20 5 149 118 Initial Fut: 69 204 226 404 393 421 162 395 44 189 791 143 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 0.92 0.92 0.92 0.90 0.90 0.90 0.93 0.93 0.93 PHF Volume: 77 227 251 440 428 458 180 438 49 204 855 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 227 251 440 428 458 180 438 49 204 855 155 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 Final Vol.: 77 227 251 440 428 458 180 438 49 204 855 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 0.92 0.88 0.88 0.95 0.90 0.90 0.92 0.93 0.93 Lanes: 1.00 1.00 2.00 2.00 1.00 1.00 1.00 2.70 0.30 2.00 1.69 0.31 Final Sat.: 1805 1900 2842 3502 1664 1664 1805 4597 512 3502 2987 540 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.12 0.09 0.13 0.26 0.28 0.10 0.10 0.10 0.06 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.13 0.30 0.31 0.31 0.31 0.11 0.27 0.27 0.16 0.32 0.32 Volume/Cap: 0.32 0.89 0.30 0.40 0.83 0.89 0.89 0.35 0.35 0.36 0.89 0.89 Uniform Del: 39.1 42.5 27.1 27.2 32.0 32.8 43.8 29.3 29.3 37.2 32.1 32.1 IncremntDel: 0.8 28.9 0.2 0.2 5.5 9.7 34.1 0.2 0.2 0.4 8.7 8.7 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: 39.9 71.4 27.3 27.4 37.5 42.5 77.9 29.5 29.5 37.6 40.8 40.8 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: 39.9 71.4 27.3 27.4 37.5 42.5 77.9 29.5 29.5 37.6 40.8 40.8 LOS by Move: D E C C D D E C C D D D HCM2kAvgQ: 2 10 3 6 15 18 8 5 5 3 19 19 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:17 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.212 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 75.7 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 385 50 150 0 0 0 271 190 257 977 464 914 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: 385 50 150 0 0 0 271 190 257 977 464 914 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 216 84 62 0 0 0 154 36 100 367 56 216 Initial Fut: 601 134 212 0 0 0 425 226 357 1344 520 1130 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.92 0.92 0.92 0.94 0.94 0.94 PHF Volume: 633 141 223 0 0 0 464 247 390 1431 554 1203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 633 141 223 0 0 0 464 247 390 1431 554 1203 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 Final Vol.: 633 141 223 0 0 0 464 247 390 1431 554 1203 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 0.75 1.00 1.00 1.00 0.92 0.86 0.86 0.92 0.95 0.85 Lanes: 1.64 0.36 2.00 0.00 0.00 0.00 2.00 1.16 1.84 2.00 2.00 1.00 Final Sat.: 2812 627 2842 0 0 0 3502 1906 3011 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.08 0.00 0.00 0.00 0.13 0.13 0.13 0.41 0.15 0.75 Crit Moves: **** **** **** Green/Cycle: 0.19 0.19 0.74 0.00 0.00 0.00 0.11 0.17 0.17 0.55 0.61 0.61 Volume/Cap: 1.21 1.21 0.11 0.00 0.00 0.00 1.21 0.74 0.74 0.74 0.25 1.21 Uniform Del: 40.7 40.7 3.8 0.0 0.0 0.0 44.5 39.2 39.2 17.1 8.8 19.3 IncremntDel:109.3 109 0.0 0.0 0.0 0.0 117.1 3.5 3.5 1.6 0.1 104.7 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 150.0 150 3.8 0.0 0.0 0.0 161.7 42.7 42.7 18.7 8.8 123.9 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: 150.0 150 3.8 0.0 0.0 0.0 161.7 42.7 42.7 18.7 8.8 123.9 LOS by Move: F F A A A A F D D B A F HCM2kAvgQ: 23 23 1 0 0 0 15 8 8 18 4 65 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:17 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dubuque / US-101 Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.724 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 26.1 Optimal Cycle: 63 Level Of Service: C ******************************************************************************** Street Name: Dubuque US-101 Ramps 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 1 0 1 0 2 1 1 0 0 1 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 83 3 25 101 1103 505 0 75 0 0 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: 10 83 3 25 101 1103 505 0 75 0 0 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 139 107 0 0 100 367 255 0 129 0 0 0 Initial Fut: 149 190 3 25 201 1470 760 0 204 0 0 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: 0.90 0.90 0.90 0.95 0.95 0.95 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 166 211 3 26 211 1546 823 0 221 0 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 166 211 3 26 211 1546 823 0 221 0 0 2 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 Final Vol.: 166 211 3 26 211 1546 823 0 221 0 0 2 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.75 0.95 1.00 0.85 1.00 1.00 0.87 Lanes: 1.00 0.98 0.02 1.00 1.00 2.00 2.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1805 1867 29 1805 1900 2842 3618 0 1615 0 0 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.11 0.11 0.01 0.11 0.54 0.23 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.33 0.33 0.17 0.39 0.67 0.28 0.00 0.28 0.00 0.00 0.10 Volume/Cap: 0.81 0.35 0.35 0.08 0.29 0.81 0.81 0.00 0.49 0.00 0.00 0.01 Uniform Del: 43.4 25.5 25.5 34.6 21.0 12.1 33.6 0.0 30.1 0.0 0.0 40.6 IncremntDel: 21.7 0.3 0.3 0.1 0.2 2.8 5.2 0.0 0.8 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Delay/Veh: 65.1 25.8 25.8 34.8 21.3 15.0 38.8 0.0 30.9 0.0 0.0 40.6 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: 65.1 25.8 25.8 34.8 21.3 15.0 38.8 0.0 30.9 0.0 0.0 40.6 LOS by Move: E C C C C B D A C A A D HCM2kAvgQ: 7 5 5 1 4 22 14 0 6 0 0 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:17 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667 Loss Time (sec): 29 (Y+R=3.0 sec) Average Delay (sec/veh): 56.1 Optimal Cycle: 93 Level Of Service: E ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 25 25 25 7 7 7 5 30 30 9 34 34 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 978 0 40 0 0 0 0 231 78 42 1344 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: 978 0 40 0 0 0 0 231 78 42 1344 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 194 0 7 15 2 234 26 56 17 14 211 0 Initial Fut: 1172 0 47 15 2 234 26 287 95 56 1555 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: 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 PHF Volume: 1267 0 51 17 2 260 29 319 106 58 1601 0 Reduct Vol: 0 0 0 0 0 47 0 0 0 0 0 0 Reduced Vol: 1267 0 51 17 2 213 29 319 106 58 1601 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 Final Vol.: 1267 0 51 17 2 213 29 319 106 58 1601 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.03 1.00 0.85 0.95 0.88 0.88 0.95 0.91 0.91 Lanes: 3.00 0.00 1.00 1.00 1.00 1.00 1.00 2.25 0.75 1.00 3.00 0.00 Final Sat.: 5264 0 1615 1962 1900 1615 1805 3753 1242 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.03 0.01 0.00 0.13 0.02 0.08 0.08 0.03 0.31 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.00 0.25 0.07 0.07 0.09 0.02 0.30 0.30 0.09 0.37 0.00 Volume/Cap: 0.96 0.00 0.13 0.12 0.02 1.51 0.91 0.28 0.28 0.36 0.83 0.00 Uniform Del: 37.0 0.0 29.0 43.6 43.3 45.6 49.0 26.8 26.8 42.8 28.5 0.0 IncremntDel: 16.7 0.0 0.1 0.4 0.1 261.1 123.5 0.1 0.1 1.3 3.1 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 53.7 0.0 29.2 44.0 43.3 306.7 172.6 26.9 26.9 44.1 31.6 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: 53.7 0.0 29.2 44.0 43.3 306.7 172.6 26.9 26.9 44.1 31.6 0.0 LOS by Move: D A C D D F F C C D C A HCM2kAvgQ: 18 0 1 1 0 17 3 4 4 2 19 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.891 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 30.0 Optimal Cycle: 88 Level Of Service: C ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 854 15 13 0 4 54 9 143 141 13 542 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: 854 15 13 0 4 54 9 143 141 13 542 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 5 1 2 0 4 141 24 30 15 2 33 0 Initial Fut: 859 16 15 0 8 195 33 173 156 15 575 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 954 18 17 0 9 217 37 192 173 17 639 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 954 18 17 0 9 217 37 192 173 17 639 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 Final Vol.: 954 18 17 0 9 217 37 192 173 17 639 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.93 0.93 1.00 1.00 0.85 0.20 1.00 1.13 0.40 0.95 1.00 Lanes: 1.00 0.52 0.48 0.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 1446 909 852 0 1900 1615 382 1900 2153 760 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.66 0.02 0.02 0.00 0.00 0.13 0.10 0.10 0.08 0.02 0.18 0.00 Crit Moves: **** **** Green/Cycle: 0.74 0.74 0.74 0.00 0.74 0.74 0.20 0.20 0.20 0.20 0.20 0.00 Volume/Cap: 0.89 0.03 0.03 0.00 0.01 0.18 0.48 0.51 0.41 0.11 0.89 0.00 Uniform Del: 9.8 3.4 3.4 0.0 3.4 3.9 35.5 35.7 34.9 32.8 39.0 0.0 IncremntDel: 9.5 0.0 0.0 0.0 0.0 0.1 4.8 1.2 0.6 0.3 13.3 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 19.3 3.4 3.4 0.0 3.4 3.9 40.3 36.9 35.5 33.1 52.3 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: 19.3 3.4 3.4 0.0 3.4 3.9 40.3 36.9 35.5 33.1 52.3 0.0 LOS by Move: B A A A A A D D D C D A HCM2kAvgQ: 26 0 0 0 0 2 2 6 5 1 13 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.591 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 14.6 Optimal Cycle: 40 Level Of Service: B ******************************************************************************** Street Name: Gull Forbes 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: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 86 0 74 102 134 0 0 408 602 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 86 0 74 102 134 0 0 408 602 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 19 0 3 2 7 0 0 1 6 Initial Fut: 0 0 0 105 0 77 104 141 0 0 409 608 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 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 113 0 83 116 157 0 0 454 676 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 113 0 83 116 157 0 0 454 676 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 Final Vol.: 0 0 0 113 0 83 116 157 0 0 454 676 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.86 0.86 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1643 1643 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.05 0.06 0.04 0.00 0.00 0.28 0.41 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.11 0.00 0.11 0.11 0.80 0.00 0.00 0.70 0.70 Volume/Cap: 0.00 0.00 0.00 0.59 0.00 0.48 0.59 0.05 0.00 0.00 0.40 0.59 Uniform Del: 0.0 0.0 0.0 42.6 0.0 42.1 42.5 2.0 0.0 0.0 6.4 7.9 IncremntDel: 0.0 0.0 0.0 4.9 0.0 2.2 4.7 0.0 0.0 0.0 0.1 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: 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 47.5 0.0 44.3 47.2 2.0 0.0 0.0 6.5 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: 0.0 0.0 0.0 47.5 0.0 44.3 47.2 2.0 0.0 0.0 6.5 8.4 LOS by Move: A A A D A D D A A A A A HCM2kAvgQ: 0 0 0 4 0 3 4 1 0 0 6 12 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Allerton / Forbes ******************************************************************************** Average Delay (sec/veh): 2.1 Worst Case Level Of Service: B[ 12.1] ******************************************************************************** Street Name: Allerton Forbes 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 30 1 68 2 1 7 1 141 15 47 443 1 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: 30 1 68 2 1 7 1 141 15 47 443 1 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 1 0 1 0 0 0 0 9 4 2 3 0 Initial Fut: 31 1 69 2 1 7 1 150 19 49 446 1 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 34 1 77 2 1 8 1 167 21 54 496 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 34 1 77 2 1 8 1 167 21 54 496 1 Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 537 785 94 691 795 248 497 xxxx xxxxx 188 xxxx xxxxx Potent Cap.: 432 327 951 335 323 758 1078 xxxx xxxxx 1399 xxxx xxxxx Move Cap.: 413 313 951 297 309 758 1078 xxxx xxxxx 1399 xxxx xxxxx Volume/Cap: 0.08 0.00 0.08 0.01 0.00 0.01 0.00 xxxx xxxx 0.04 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx 0.3 xxxx xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx 9.1 xxxxx xxxx xxxxx 8.3 xxxx xxxxx 7.7 xxxx xxxxx LOS by Move: * * A * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 409 xxxx xxxxx xxxx 521 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.3 xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel: 14.6 xxxx xxxxx xxxxx 12.1 xxxxx 8.3 xxxx xxxxx 7.7 xxxx xxxxx Shared LOS: B * * * B * A * * A * * ApproachDel: 10.9 12.1 xxxxxx xxxxxx ApproachLOS: B B * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Airport / Miller ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.521 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 24.2 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Street Name: Airport Miller Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 118 218 0 0 314 77 0 0 100 354 254 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: 118 218 0 0 314 77 0 0 100 354 254 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 114 0 0 85 0 0 0 0 41 0 0 Initial Fut: 118 332 0 0 399 77 0 0 100 395 254 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 131 369 0 0 443 86 0 0 111 439 282 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 369 0 0 443 86 0 0 111 439 282 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 Final Vol.: 131 369 0 0 443 86 0 0 111 439 282 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.63 0.63 1.00 1.00 0.93 0.93 1.00 1.00 0.87 0.97 0.97 1.00 Lanes: 0.52 1.48 0.00 0.00 1.68 0.32 0.00 0.00 1.00 1.22 0.78 0.00 Final Sat.: 623 1753 0 0 2953 570 0 0 1644 2243 1443 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.21 0.00 0.00 0.15 0.15 0.00 0.00 0.07 0.20 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.40 0.00 0.00 0.40 0.40 0.00 0.00 0.13 0.38 0.38 0.00 Volume/Cap: 0.52 0.52 0.00 0.00 0.37 0.37 0.00 0.00 0.52 0.52 0.52 0.00 Uniform Del: 22.5 22.5 0.0 0.0 20.9 20.9 0.0 0.0 40.6 24.2 24.2 0.0 IncremntDel: 0.5 0.5 0.0 0.0 0.2 0.2 0.0 0.0 2.3 0.4 0.4 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Delay/Veh: 23.0 23.0 0.0 0.0 21.0 21.0 0.0 0.0 42.9 24.6 24.6 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: 23.0 23.0 0.0 0.0 21.0 21.0 0.0 0.0 42.9 24.6 24.6 0.0 LOS by Move: C C A A C C A A D C C A HCM2kAvgQ: 7 7 0 0 6 6 0 0 4 9 9 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.718 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 37.4 Optimal Cycle: 62 Level Of Service: D ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 1 1 0 1 0 1 0 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 57 384 99 100 460 141 172 45 106 634 240 157 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: 57 384 99 100 460 141 172 45 106 634 240 157 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 12 3 52 16 58 41 40 0 3 77 61 Initial Fut: 57 396 102 152 476 199 213 85 106 637 317 218 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: 0.90 0.90 0.90 0.97 0.97 0.97 0.90 0.90 0.90 0.95 0.95 0.95 PHF Volume: 63 440 113 157 492 206 237 94 118 672 334 230 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 440 113 157 492 206 237 94 118 672 334 230 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 Final Vol.: 63 440 113 157 492 206 237 94 118 672 334 230 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.94 0.94 0.85 0.97 0.97 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.71 0.29 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 1783 3567 1615 1311 523 1615 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.12 0.07 0.09 0.14 0.13 0.18 0.18 0.07 0.19 0.18 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.17 0.44 0.19 0.19 0.19 0.25 0.25 0.25 0.27 0.27 0.27 Volume/Cap: 0.21 0.72 0.16 0.46 0.72 0.66 0.72 0.72 0.29 0.72 0.66 0.53 Uniform Del: 35.7 39.3 17.1 35.8 37.9 37.4 34.2 34.2 30.2 33.2 32.6 31.3 IncremntDel: 0.3 4.1 0.1 0.2 2.8 5.3 5.4 5.4 0.4 2.7 3.2 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: 36.1 43.4 17.2 36.0 40.7 42.7 39.6 39.6 30.6 36.0 35.8 32.6 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: 36.1 43.4 17.2 36.0 40.7 42.7 39.6 39.6 30.6 36.0 35.8 32.6 LOS by Move: D D B D D D D D C D D C HCM2kAvgQ: 2 8 2 5 9 7 11 11 3 11 10 7 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Dubuque / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.460 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 8.4 Optimal Cycle: 35 Level Of Service: A ******************************************************************************** Street Name: Dubuque Grand 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: 0 0 0 6 0 10 6 10 10 6 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 19 0 42 28 203 0 0 1294 79 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 19 0 42 28 203 0 0 1294 79 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 12 0 32 30 65 0 0 343 5 Initial Fut: 0 0 0 31 0 74 58 268 0 0 1637 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 PHF Volume: 0 0 0 34 0 82 64 297 0 0 1721 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 34 0 82 64 297 0 0 1721 88 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 Final Vol.: 0 0 0 34 0 82 64 297 0 0 1721 88 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.05 0.04 0.06 0.00 0.00 0.33 0.05 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.11 0.00 0.11 0.08 0.80 0.00 0.00 0.72 0.72 Volume/Cap: 0.00 0.00 0.00 0.17 0.00 0.46 0.45 0.07 0.00 0.00 0.46 0.08 Uniform Del: 0.0 0.0 0.0 40.4 0.0 41.7 43.9 2.1 0.0 0.0 5.9 4.1 IncremntDel: 0.0 0.0 0.0 0.4 0.0 1.9 2.2 0.0 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 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 40.8 0.0 43.6 46.1 2.1 0.0 0.0 6.0 4.2 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 0.0 0.0 40.8 0.0 43.6 46.1 2.1 0.0 0.0 6.0 4.2 LOS by Move: A A A D A D D A A A A A HCM2kAvgQ: 0 0 0 1 0 3 2 1 0 0 8 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Executive / Grand ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: B[ 10.4] ******************************************************************************** Street Name: Executive Grand 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 59 504 0 0 0 0 0 0 0 0 15 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 59 504 0 0 0 0 0 0 0 0 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 101 -1 0 0 0 0 0 0 0 0 0 Initial Fut: 0 160 503 0 0 0 0 0 0 0 0 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 178 559 0 0 0 0 0 0 0 0 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 178 559 0 0 0 0 0 0 0 0 17 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 368 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 682 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 682 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.4 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.4 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E. Grand / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.513 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 14.5 Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Street Name: E. Grand Grand 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 6 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 242 0 171 0 0 0 0 210 14 16 1170 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: 242 0 171 0 0 0 0 210 14 16 1170 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 -1 0 0 0 0 76 0 0 348 0 Initial Fut: 242 0 170 0 0 0 0 286 14 16 1518 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 PHF Volume: 269 0 189 0 0 0 0 318 16 17 1648 0 Reduct Vol: 0 0 85 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 0 104 0 0 0 0 318 16 17 1648 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 Final Vol.: 269 0 104 0 0 0 0 318 16 17 1648 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.90 0.90 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.86 0.14 1.00 3.00 0.00 Final Sat.: 1805 0 1615 0 0 0 0 4910 240 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.06 0.00 0.00 0.00 0.00 0.06 0.06 0.01 0.32 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.52 0.00 0.00 0.00 0.00 0.39 0.39 0.23 0.62 0.00 Volume/Cap: 0.51 0.00 0.12 0.00 0.00 0.00 0.00 0.17 0.17 0.04 0.51 0.00 Uniform Del: 29.6 0.0 12.2 0.0 0.0 0.0 0.0 20.1 20.1 29.8 10.6 0.0 IncremntDel: 0.9 0.0 0.1 0.0 0.0 0.0 0.0 0.0 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: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 30.4 0.0 12.2 0.0 0.0 0.0 0.0 20.1 20.1 29.8 10.7 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: 30.4 0.0 12.2 0.0 0.0 0.0 0.0 20.1 20.1 29.8 10.7 0.0 LOS by Move: C A B A A A A C C C B A HCM2kAvgQ: 7 0 2 0 0 0 0 2 2 0 10 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:18 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Gateway / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.489 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 19.6 Optimal Cycle: 44 Level Of Service: B ******************************************************************************** Street Name: Gateway E. Grand 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 36 59 54 50 108 81 82 266 58 183 1103 173 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: 36 59 54 50 108 81 82 266 58 183 1103 173 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 5 26 31 0 35 7 5 65 6 222 336 0 Initial Fut: 41 85 85 50 143 88 87 331 64 405 1439 173 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 44 91 91 56 159 98 97 368 71 450 1599 192 Reduct Vol: 0 0 43 0 0 44 0 0 0 0 0 0 Reduced Vol: 44 91 48 56 159 54 97 368 71 450 1599 192 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 Final Vol.: 44 91 48 56 159 54 97 368 71 450 1599 192 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 5187 1615 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.03 0.04 0.03 0.05 0.07 0.04 0.25 0.31 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.10 0.61 0.06 0.10 0.21 0.11 0.21 0.21 0.51 0.61 0.61 Volume/Cap: 0.41 0.25 0.05 0.51 0.44 0.16 0.50 0.34 0.21 0.49 0.50 0.19 Uniform Del: 45.3 41.6 7.7 45.6 42.4 32.6 42.2 33.9 33.0 15.7 10.8 8.5 IncremntDel: 2.5 0.4 0.0 4.1 0.9 0.2 2.1 0.2 0.3 0.4 0.1 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: 47.8 41.9 7.7 49.7 43.2 32.8 44.3 34.1 33.3 16.1 10.9 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: 47.8 41.9 7.7 49.7 43.2 32.8 44.3 34.1 33.3 16.1 10.9 8.6 LOS by Move: D D A D D C D C C B B A HCM2kAvgQ: 2 2 1 2 3 1 3 4 2 9 10 3 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:19 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.904 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 44.0 Optimal Cycle: 112 Level Of Service: D ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 1 0 0 1 1 0 0 1 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 151 36 28 11 76 448 129 178 60 67 866 13 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: 151 36 28 11 76 448 129 178 60 67 866 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 31 17 0 182 186 35 61 0 51 373 0 Initial Fut: 151 67 45 11 258 634 164 239 60 118 1239 13 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 168 74 50 12 287 704 182 266 67 131 1377 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 74 50 12 287 704 182 266 67 131 1377 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 Final Vol.: 168 74 50 12 287 704 182 266 67 131 1377 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.85 0.95 0.89 0.89 0.92 0.92 0.92 0.95 0.95 0.95 Lanes: 1.39 0.61 1.00 1.00 0.58 1.42 2.00 1.60 0.40 1.00 1.98 0.02 Final Sat.: 2545 1129 1615 1805 981 2412 3502 2799 703 1805 3569 37 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.03 0.01 0.29 0.29 0.05 0.09 0.09 0.07 0.39 0.39 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.30 0.31 0.31 0.31 0.06 0.27 0.27 0.20 0.41 0.41 Volume/Cap: 0.66 0.66 0.10 0.02 0.94 0.94 0.87 0.35 0.35 0.37 0.94 0.94 Uniform Del: 43.4 43.4 25.5 23.9 33.6 33.6 46.6 29.3 29.3 34.7 28.4 28.4 IncremntDel: 4.4 4.4 0.1 0.0 15.6 15.6 29.5 0.2 0.2 0.6 12.1 12.1 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: 47.7 47.7 25.5 24.0 49.2 49.2 76.1 29.5 29.5 35.4 40.5 40.5 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: 47.7 47.7 25.5 24.0 49.2 49.2 76.1 29.5 29.5 35.4 40.5 40.5 LOS by Move: D D C C D D E C C D D D HCM2kAvgQ: 5 5 1 0 20 20 5 4 4 4 27 27 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:19 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Average Delay (sec/veh): 2.4 Worst Case Level Of Service: C[ 22.3] ******************************************************************************** Street Name: Allerton E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 126 66 177 0 0 794 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: 0 0 0 7 0 126 66 177 0 0 794 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 5 1 70 0 0 341 0 Initial Fut: 0 0 0 7 0 131 67 247 0 0 1135 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 8 0 146 74 274 0 0 1261 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 8 0 146 74 274 0 0 1261 19 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1557 xxxx 640 1280 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 105 xxxx 423 549 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 95 xxxx 423 549 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.08 xxxx 0.34 0.14 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 12.6 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 360 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 2.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 22.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C * * * * * * * ApproachDel: xxxxxx 22.3 xxxxxx xxxxxx ApproachLOS: * C * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:19 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Average Delay (sec/veh): 19.5 Worst Case Level Of Service: E[ 47.5] ******************************************************************************** Street Name: Grandview E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 13 0 542 121 67 0 0 217 5 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 13 0 542 121 67 0 0 217 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 1 0 -13 6 65 0 0 354 7 Initial Fut: 0 0 0 14 0 529 127 132 0 0 571 12 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 16 0 588 141 147 0 0 634 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 16 0 588 141 147 0 0 634 13 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 997 xxxx 324 648 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 244 xxxx 678 948 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 217 xxxx 678 948 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.07 xxxx 0.87 0.15 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.5 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 642 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 12.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 47.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * E * * * * * * * ApproachDel: xxxxxx 47.5 xxxxxx xxxxxx ApproachLOS: * E * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:19 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.839 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 37.4 Optimal Cycle: 87 Level Of Service: D ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 24 171 111 1003 67 100 171 200 677 154 327 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: 88 24 171 111 1003 67 100 171 200 677 154 327 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 11 0 8 7 4 0 377 13 8 Initial Fut: 88 24 171 122 1003 75 107 175 200 1054 167 335 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: 0.91 0.91 0.91 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 97 26 189 126 1036 77 119 194 222 1171 186 372 Reduct Vol: 0 0 86 0 0 38 0 0 100 0 0 168 Reduced Vol: 97 26 103 126 1036 39 119 194 122 1171 186 204 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 Final Vol.: 97 26 103 126 1036 39 119 194 122 1171 186 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.93 0.93 0.85 0.91 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.14 1.86 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 2016 3297 1615 3462 1731 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.01 0.06 0.07 0.29 0.02 0.06 0.06 0.08 0.34 0.11 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.47 0.31 0.31 0.41 0.10 0.10 0.20 0.37 0.37 0.68 Volume/Cap: 0.54 0.07 0.14 0.22 0.92 0.06 0.59 0.59 0.38 0.92 0.29 0.19 Uniform Del: 42.8 40.8 15.1 25.4 33.2 17.7 43.0 43.0 34.6 30.2 22.4 5.9 IncremntDel: 3.2 0.1 0.1 0.2 12.0 0.0 1.8 1.8 0.7 9.6 0.0 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: 46.0 40.9 15.2 25.6 45.1 17.7 44.8 44.8 35.4 39.8 22.4 5.9 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: 46.0 40.9 15.2 25.6 45.1 17.7 44.8 44.8 35.4 39.8 22.4 5.9 LOS by Move: D D B C D B D D D D C A HCM2kAvgQ: 4 0 2 3 20 1 4 4 4 22 4 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:19 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.829 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 38.3 Optimal Cycle: 84 Level Of Service: D ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 1 1 0 0 1 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 466 159 61 7 252 525 61 85 338 92 296 15 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: 466 159 61 7 252 525 61 85 338 92 296 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 8 31 36 2 15 181 3 1 11 0 209 11 Initial Fut: 474 190 97 9 267 706 64 86 349 92 505 26 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: 0.91 0.91 0.91 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 523 209 107 10 297 784 71 96 388 102 561 29 Reduct Vol: 0 0 49 0 0 353 0 0 0 0 0 0 Reduced Vol: 523 209 58 10 297 431 71 96 388 102 561 29 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 Final Vol.: 523 209 58 10 297 431 71 96 388 102 561 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.95 0.88 0.88 0.95 0.99 0.99 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.40 1.60 1.00 0.95 0.05 Final Sat.: 3502 3610 1615 1805 1900 1615 1805 661 2683 1805 1794 92 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.06 0.04 0.01 0.16 0.27 0.04 0.14 0.14 0.06 0.31 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.31 0.25 0.25 0.31 0.06 0.31 0.31 0.13 0.38 0.38 Volume/Cap: 0.82 0.32 0.11 0.02 0.62 0.85 0.66 0.46 0.46 0.44 0.82 0.82 Uniform Del: 39.2 35.4 24.5 28.0 33.0 32.1 46.0 27.6 27.6 40.1 27.7 27.7 IncremntDel: 8.0 0.3 0.1 0.0 2.4 13.0 13.7 0.3 0.3 1.3 7.2 7.2 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: 47.3 35.7 24.6 28.0 35.4 45.1 59.7 27.9 27.9 41.4 34.8 34.8 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: 47.3 35.7 24.6 28.0 35.4 45.1 59.7 27.9 27.9 41.4 34.8 34.8 LOS by Move: D D C C D D E C C D C C HCM2kAvgQ: 10 3 1 0 9 15 3 6 6 3 18 18 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM Thu Jun 22, 2006 17:00:19 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 S. Airport / US-101 NB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.594 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 31.2 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: S. Airport US-101 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 323 317 16 14 556 169 399 8 212 22 6 15 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: 323 317 16 14 556 169 399 8 212 22 6 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 19 0 0 26 0 56 0 12 0 0 0 Initial Fut: 323 336 16 14 582 169 455 8 224 22 6 15 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 0.92 0.92 0.92 0.95 0.95 0.95 0.90 0.90 0.90 PHF Volume: 333 346 16 15 633 184 479 8 236 24 7 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 346 16 15 633 184 479 8 236 24 7 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 Final Vol.: 333 346 16 15 633 184 479 8 236 24 7 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.85 0.95 0.85 0.95 0.95 0.85 0.96 0.96 0.85 Lanes: 1.00 1.91 0.09 1.00 2.00 1.00 1.97 0.03 1.00 0.79 0.21 1.00 Final Sat.: 1805 3422 163 1615 3610 1615 3559 63 1615 1436 392 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.10 0.10 0.01 0.18 0.11 0.13 0.13 0.15 0.02 0.02 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.55 0.55 0.27 0.27 0.27 0.23 0.23 0.23 0.10 0.10 0.10 Volume/Cap: 0.65 0.18 0.18 0.03 0.65 0.42 0.60 0.60 0.65 0.17 0.17 0.10 Uniform Del: 31.4 11.0 11.0 26.9 32.3 30.0 34.7 34.7 35.1 41.2 41.2 40.9 IncremntDel: 2.9 0.0 0.0 0.0 1.5 0.7 1.2 1.2 4.1 0.4 0.4 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: 34.3 11.1 11.1 26.9 33.8 30.7 35.9 35.9 39.2 41.6 41.6 41.2 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: 34.3 11.1 11.1 26.9 33.8 30.7 35.9 35.9 39.2 41.6 41.6 41.2 LOS by Move: C B B C C C D D D D D D HCM2kAvgQ: 10 3 0 0 10 5 7 7 8 1 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS 2015 PLUS PROJECT CONDITIONS AM PEAK HOUR Korve Engineering, Inc. Technical Appendix 2015 AM + Project Thu Jun 22, 2006 17:54:01 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Airport / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.626 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 32.7 Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Street Name: Airport Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 1 0 2 2 0 1 1 0 1 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 17 172 332 256 223 107 86 979 29 68 122 53 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: 17 172 332 256 223 107 86 979 29 68 122 53 Added Vol: 1 0 32 0 0 0 0 60 11 2 7 0 PasserByVol: 11 58 6 84 75 30 130 83 35 1 44 186 Initial Fut: 29 230 370 340 298 137 216 1122 75 71 173 239 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: 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 32 256 411 364 319 147 240 1247 83 79 192 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 256 411 364 319 147 240 1247 83 79 192 266 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 Final Vol.: 32 256 411 364 319 147 240 1247 83 79 192 266 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 0.92 0.91 0.91 0.95 0.90 0.90 0.92 0.87 0.87 Lanes: 1.00 1.00 2.00 2.00 1.37 0.63 1.00 2.81 0.19 2.00 1.00 1.00 Final Sat.: 1805 1900 2842 3502 2357 1084 1805 4818 322 3502 1648 1648 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.14 0.10 0.14 0.14 0.13 0.26 0.26 0.02 0.12 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.30 0.21 0.21 0.21 0.21 0.37 0.37 0.09 0.26 0.26 Volume/Cap: 0.09 0.64 0.48 0.50 0.65 0.65 0.63 0.70 0.70 0.25 0.45 0.62 Uniform Del: 31.8 36.1 28.6 34.8 36.1 36.1 36.0 26.8 26.8 42.4 31.0 32.6 IncremntDel: 0.1 3.5 0.4 0.5 2.0 2.0 3.5 1.2 1.2 0.4 0.3 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: 31.9 39.6 29.1 35.4 38.1 38.1 39.5 27.9 27.9 42.8 31.3 34.3 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: 31.9 39.6 29.1 35.4 38.1 38.1 39.5 27.9 27.9 42.8 31.3 34.3 LOS by Move: C D C D D D D C C D C C HCM2kAvgQ: 1 8 6 6 8 8 8 14 14 1 6 8 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:01 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 29.8 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 156 12 727 0 0 0 353 517 494 268 106 267 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: 156 12 727 0 0 0 353 517 494 268 106 267 Added Vol: 0 0 174 0 0 0 0 92 0 9 9 58 PasserByVol: 207 17 286 0 0 0 91 47 35 109 24 65 Initial Fut: 363 29 1187 0 0 0 444 656 529 386 139 390 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 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 380 30 1242 0 0 0 476 704 568 414 149 418 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 380 30 1242 0 0 0 476 704 568 414 149 418 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 Final Vol.: 380 30 1242 0 0 0 476 704 568 414 149 418 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.92 0.89 0.89 0.92 0.95 0.85 Lanes: 1.85 0.15 2.00 0.00 0.00 0.00 2.00 1.66 1.34 2.00 2.00 1.00 Final Sat.: 3399 272 2842 0 0 0 3502 2797 2255 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.44 0.00 0.00 0.00 0.14 0.25 0.25 0.12 0.04 0.26 Crit Moves: **** **** **** Green/Cycle: 0.41 0.41 0.57 0.00 0.00 0.00 0.17 0.34 0.34 0.16 0.33 0.33 Volume/Cap: 0.28 0.28 0.77 0.00 0.00 0.00 0.78 0.73 0.73 0.73 0.13 0.78 Uniform Del: 19.8 19.8 16.6 0.0 0.0 0.0 39.5 28.9 28.9 39.9 23.4 30.3 IncremntDel: 0.1 0.1 2.3 0.0 0.0 0.0 6.6 1.7 1.7 5.0 0.0 7.5 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 19.9 19.9 19.0 0.0 0.0 0.0 46.2 30.5 30.5 44.9 23.4 37.8 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: 19.9 19.9 19.0 0.0 0.0 0.0 46.2 30.5 30.5 44.9 23.4 37.8 LOS by Move: B B B A A A D C C D C D HCM2kAvgQ: 4 4 18 0 0 0 9 13 13 8 2 14 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dubuque / US-101 Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.636 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 15.7 Optimal Cycle: 52 Level Of Service: B ******************************************************************************** Street Name: Dubuque US-101 Ramps 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 1 0 1 0 2 1 1 0 0 1 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 69 0 13 96 648 856 0 43 0 0 4 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 69 0 13 96 648 856 0 43 0 0 4 Added Vol: 0 0 0 0 0 9 174 0 0 0 0 0 PasserByVol: 28 22 0 0 35 109 488 0 45 0 0 0 Initial Fut: 33 91 0 13 131 766 1518 0 88 0 0 4 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 0.94 0.94 0.94 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 37 101 0 14 139 813 1675 0 97 0 0 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 101 0 14 139 813 1675 0 97 0 0 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 Final Vol.: 37 101 0 14 139 813 1675 0 97 0 0 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.75 0.95 1.00 0.85 1.00 1.00 0.87 Lanes: 1.00 1.00 0.00 1.00 1.00 2.00 2.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1805 1900 0 1805 1900 2842 3618 0 1615 0 0 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.05 0.00 0.01 0.07 0.29 0.46 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.10 0.00 0.06 0.10 0.72 0.62 0.00 0.62 0.00 0.00 0.10 Volume/Cap: 0.34 0.53 0.00 0.13 0.73 0.40 0.75 0.00 0.10 0.00 0.00 0.03 Uniform Del: 45.1 42.8 0.0 44.5 43.7 5.5 13.4 0.0 7.7 0.0 0.0 40.6 IncremntDel: 1.9 2.9 0.0 0.5 13.6 0.1 1.4 0.0 0.0 0.0 0.0 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 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Delay/Veh: 47.0 45.7 0.0 45.1 57.3 5.6 14.9 0.0 7.7 0.0 0.0 40.7 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: 47.0 45.7 0.0 45.1 57.3 5.6 14.9 0.0 7.7 0.0 0.0 40.7 LOS by Move: D D A D E A B A A A A D HCM2kAvgQ: 1 4 0 1 6 6 19 0 1 0 0 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.828 Loss Time (sec): 38 (Y+R=3.0 sec) Average Delay (sec/veh): 68.7 Optimal Cycle: 122 Level Of Service: E ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 18 18 18 7 7 7 18 32 32 5 19 19 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 200 0 103 0 0 0 0 718 526 50 400 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: 200 0 103 0 0 0 0 718 526 50 400 0 Added Vol: 0 0 0 0 0 0 0 266 0 0 76 0 PasserByVol: 52 2 12 91 1 51 159 167 7 6 96 0 Initial Fut: 252 2 115 91 1 51 159 1151 533 56 572 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 PHF Volume: 280 2 128 101 1 57 175 1266 586 60 610 0 Reduct Vol: 0 0 0 0 0 10 0 0 0 0 0 0 Reduced Vol: 280 2 128 101 1 47 175 1266 586 60 610 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 Final Vol.: 280 2 128 101 1 47 175 1266 586 60 610 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 1.03 1.00 0.85 0.95 0.87 0.87 0.95 0.91 0.91 Lanes: 2.98 0.02 1.00 1.00 1.00 1.00 1.00 2.05 0.95 1.00 3.00 0.00 Final Sat.: 5229 41 1615 1962 1900 1615 1805 3375 1563 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.08 0.05 0.00 0.03 0.10 0.38 0.38 0.03 0.12 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.18 0.05 0.05 0.18 0.13 0.34 0.34 0.05 0.26 0.00 Volume/Cap: 0.30 0.30 0.44 1.09 0.01 0.16 0.73 1.09 1.09 0.66 0.45 0.00 Uniform Del: 35.5 35.5 36.5 47.6 45.4 34.6 41.6 32.9 32.9 46.7 31.0 0.0 IncremntDel: 0.2 0.2 1.1 121.4 0.1 0.3 10.9 52.3 52.3 16.8 0.2 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 0.00 Delay/Veh: 35.7 35.7 37.6 169.0 45.5 34.9 52.5 85.2 85.2 63.5 31.3 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: 35.7 35.7 37.6 169.0 45.5 34.9 52.5 85.2 85.2 63.5 31.3 0.0 LOS by Move: D D D F D C D F F E C A HCM2kAvgQ: 3 3 4 7 0 1 7 32 32 3 6 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.434 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 153.2 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 496 1 15 4 1 4 47 731 989 20 99 3 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: 496 1 15 4 1 4 47 731 989 20 99 3 Added Vol: 76 0 0 0 0 0 0 0 802 0 0 0 PasserByVol: 11 5 4 0 1 31 149 49 2 3 39 0 Initial Fut: 583 6 19 4 2 35 196 780 1793 23 138 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 648 7 21 4 2 39 212 844 1940 26 153 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 648 7 21 4 2 39 212 844 1940 26 153 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 Final Vol.: 648 7 21 4 2 39 212 844 1940 26 153 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.89 0.89 0.94 0.94 0.85 0.65 1.00 1.13 0.16 0.95 0.95 Lanes: 1.00 0.24 0.76 0.67 0.33 1.00 1.00 1.00 1.00 1.00 1.96 0.04 Final Sat.: 1450 404 1279 1187 593 1615 1237 1900 2153 296 3523 77 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.45 0.02 0.02 0.00 0.00 0.02 0.17 0.44 0.90 0.09 0.04 0.04 Crit Moves: **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.63 0.63 0.63 0.63 0.63 0.63 Volume/Cap: 1.43 0.05 0.05 0.01 0.01 0.08 0.27 0.71 1.43 0.14 0.07 0.07 Uniform Del: 34.4 24.1 24.1 23.8 23.8 24.3 8.3 12.4 18.6 7.6 7.2 7.2 IncremntDel:207.7 0.0 0.0 0.0 0.0 0.1 0.2 2.0 199.6 0.3 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 242.1 24.1 24.1 23.8 23.8 24.3 8.5 14.4 218.2 7.9 7.2 7.2 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: 242.1 24.1 24.1 23.8 23.8 24.3 8.5 14.4 218.2 7.9 7.2 7.2 LOS by Move: F C C C C C A B F A A A HCM2kAvgQ: 45 1 1 0 0 1 3 18 130 0 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.876 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 92 Level Of Service: C ******************************************************************************** Street Name: Gull Forbes 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: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 763 0 126 18 447 0 0 179 188 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 0 763 0 126 18 447 0 0 179 188 Added Vol: 0 0 0 59 0 743 52 0 0 0 0 24 PasserByVol: 0 0 0 3 0 2 4 2 0 0 8 15 Initial Fut: 0 0 0 825 0 871 74 449 0 0 187 227 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 917 0 968 82 499 0 0 208 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 917 0 968 82 499 0 0 208 252 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 Final Vol.: 0 0 0 917 0 968 82 499 0 0 208 252 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.87 0.87 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1657 1657 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.51 0.00 0.60 0.05 0.14 0.00 0.00 0.13 0.15 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.68 0.00 0.68 0.06 0.23 0.00 0.00 0.17 0.17 Volume/Cap: 0.00 0.00 0.00 0.75 0.00 0.88 0.76 0.60 0.00 0.00 0.73 0.88 Uniform Del: 0.0 0.0 0.0 10.5 0.0 13.0 46.3 34.2 0.0 0.0 39.2 40.4 IncremntDel: 0.0 0.0 0.0 2.6 0.0 8.7 26.3 1.2 0.0 0.0 4.3 16.4 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: 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 13.2 0.0 21.7 72.6 35.4 0.0 0.0 43.5 56.8 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: 0.0 0.0 0.0 13.2 0.0 21.7 72.6 35.4 0.0 0.0 43.5 56.8 LOS by Move: A A A B A C E D A A D E HCM2kAvgQ: 0 0 0 19 0 27 4 8 0 0 8 11 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Allerton / Forbes ******************************************************************************** Average Delay (sec/veh): 6.4 Worst Case Level Of Service: F[ 79.7] ******************************************************************************** Street Name: Allerton Forbes 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 22 1 41 0 3 0 2 464 40 94 211 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: 22 1 41 0 3 0 2 464 40 94 211 2 Added Vol: 0 0 22 0 0 0 0 206 0 188 11 0 PasserByVol: 4 0 2 0 0 0 0 4 1 1 9 0 Initial Fut: 26 1 65 0 3 0 2 674 41 283 231 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 29 1 72 0 3 0 2 749 46 314 257 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 29 1 72 0 3 0 2 749 46 314 257 2 Critical Gap Module: Critical Gp: 7.5 6.5 6.9 xxxxx 6.5 xxxxx 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx 4.0 xxxxx 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1535 1664 397 xxxx 1686 xxxxx 259 xxxx xxxxx 794 xxxx xxxxx Potent Cap.: 81 98 608 xxxx 95 xxxxx 1317 xxxx xxxxx 836 xxxx xxxxx Move Cap.: 50 53 608 xxxx 52 xxxxx 1317 xxxx xxxxx 836 xxxx xxxxx Volume/Cap: 0.58 0.02 0.12 xxxx 0.06 xxxx 0.00 xxxx xxxx 0.38 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx 0.4 xxxx 0.2 xxxxx 0.0 xxxx xxxxx 1.8 xxxx xxxxx Control Del:xxxxx xxxx 11.7 xxxxx 79.7 xxxxx 7.7 xxxx xxxxx 11.9 xxxx xxxxx LOS by Move: * * B * F * A * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 50 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 1.8 xxxx xxxxx Shrd ConDel:154.6 xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx 11.9 xxxx xxxxx Shared LOS: F * * * * * A * * B * * ApproachDel: 53.7 79.7 xxxxxx xxxxxx ApproachLOS: F F * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Airport / Miller ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.634 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 25.9 Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Street Name: Airport Miller Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 104 0 0 327 62 0 0 128 480 160 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: 47 104 0 0 327 62 0 0 128 480 160 0 Added Vol: 0 33 0 0 13 0 0 0 0 192 0 0 PasserByVol: 0 75 0 0 112 0 0 0 0 268 0 0 Initial Fut: 47 212 0 0 452 62 0 0 128 940 160 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: 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 PHF Volume: 52 236 0 0 493 68 0 0 142 1034 176 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 236 0 0 493 68 0 0 142 1034 176 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 Final Vol.: 52 236 0 0 493 68 0 0 142 1034 176 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.67 0.67 1.00 1.00 0.93 0.93 1.00 1.00 0.87 0.96 0.96 1.00 Lanes: 0.36 1.64 0.00 0.00 1.76 0.24 0.00 0.00 1.00 1.71 0.29 0.00 Final Sat.: 462 2086 0 0 3117 428 0 0 1644 3114 530 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.00 0.00 0.16 0.16 0.00 0.00 0.09 0.33 0.33 0.00 Crit Moves: **** **** **** Green/Cycle: 0.25 0.25 0.00 0.00 0.25 0.25 0.00 0.00 0.14 0.52 0.52 0.00 Volume/Cap: 0.45 0.45 0.00 0.00 0.63 0.63 0.00 0.00 0.63 0.63 0.63 0.00 Uniform Del: 31.7 31.7 0.0 0.0 33.5 33.5 0.0 0.0 40.8 17.0 17.0 0.0 IncremntDel: 0.5 0.5 0.0 0.0 1.5 1.5 0.0 0.0 5.8 0.7 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: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Delay/Veh: 32.3 32.3 0.0 0.0 35.0 35.0 0.0 0.0 46.6 17.7 17.7 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: 32.3 32.3 0.0 0.0 35.0 35.0 0.0 0.0 46.6 17.7 17.7 0.0 LOS by Move: C C A A C C A A D B B A HCM2kAvgQ: 4 4 0 0 9 9 0 0 5 14 14 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.995 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 58.5 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 1 1 0 1 0 1 0 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 14 322 194 480 381 70 227 130 69 259 133 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: 14 322 194 480 381 70 227 130 69 259 133 83 Added Vol: 0 0 0 203 0 2 32 113 0 0 16 1 PasserByVol: 0 13 1 338 9 33 48 65 0 1 19 14 Initial Fut: 14 335 195 1021 390 105 307 308 69 260 168 98 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: 0.91 0.91 0.91 0.91 0.91 0.91 0.94 0.94 0.94 0.90 0.90 0.90 PHF Volume: 15 367 213 1127 430 116 326 327 73 289 187 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 367 213 1127 430 116 326 327 73 289 187 109 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 Final Vol.: 15 367 213 1127 430 116 326 327 73 289 187 109 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.92 0.85 0.98 0.98 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 0.50 0.50 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 3484 1742 1615 926 929 1615 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.13 0.32 0.25 0.07 0.35 0.35 0.05 0.08 0.10 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.20 0.32 0.32 0.32 0.35 0.35 0.35 0.10 0.10 0.10 Volume/Cap: 0.08 1.00 0.65 1.00 0.76 0.22 1.00 1.00 0.13 0.82 0.98 0.67 Uniform Del: 40.7 44.9 36.7 33.7 30.3 24.6 32.3 32.3 21.9 44.1 44.9 43.4 IncremntDel: 0.2 45.9 4.7 21.8 1.7 0.2 34.2 34.2 0.1 14.7 60.0 10.7 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: 40.9 90.7 41.4 55.5 32.0 24.8 66.4 66.4 22.0 58.8 105 54.1 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: 40.9 90.7 41.4 55.5 32.0 24.8 66.4 66.4 22.0 58.8 105 54.1 LOS by Move: D F D E C C E E C E F D HCM2kAvgQ: 0 10 7 25 14 3 27 27 2 7 10 5 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Dubuque / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.369 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 7.0 Optimal Cycle: 35 Level Of Service: A ******************************************************************************** Street Name: Dubuque Grand 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: 0 0 0 6 0 10 6 10 10 6 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 30 0 16 46 788 0 0 490 37 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 30 0 16 46 788 0 0 490 37 Added Vol: 0 0 0 0 0 0 0 316 0 0 47 0 PasserByVol: 0 0 0 2 0 6 10 394 0 0 82 2 Initial Fut: 0 0 0 32 0 22 56 1498 0 0 619 39 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 36 0 24 62 1664 0 0 688 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 24 62 1664 0 0 688 43 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 Final Vol.: 0 0 0 36 0 24 62 1664 0 0 688 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.03 0.32 0.00 0.00 0.13 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.27 0.81 0.00 0.00 0.54 0.54 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.15 0.13 0.40 0.00 0.00 0.25 0.05 Uniform Del: 0.0 0.0 0.0 41.3 0.0 41.1 27.6 2.7 0.0 0.0 12.2 10.9 IncremntDel: 0.0 0.0 0.0 0.5 0.0 0.4 0.1 0.1 0.0 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: 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 41.9 0.0 41.6 27.7 2.7 0.0 0.0 12.2 10.9 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 0.0 0.0 41.9 0.0 41.6 27.7 2.7 0.0 0.0 12.2 10.9 LOS by Move: A A A D A D C A A A B B HCM2kAvgQ: 0 0 0 1 0 1 1 5 0 0 4 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Executive / Grand ******************************************************************************** Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[ 0.0] ******************************************************************************** Street Name: Executive Grand 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 624 949 0 0 0 0 0 0 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: 0 624 949 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 399 0 0 0 0 0 0 0 0 0 PasserByVol: 0 44 -6 0 0 0 0 0 0 0 0 0 Initial Fut: 0 668 1342 0 0 0 0 0 0 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 705 1416 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 705 1416 0 0 0 0 0 0 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:02 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E. Grand / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.936 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 35.3 Optimal Cycle: 126 Level Of Service: D ******************************************************************************** Street Name: E. Grand Grand 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 6 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 0 765 0 0 0 0 689 29 7 358 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: 150 0 765 0 0 0 0 689 29 7 358 0 Added Vol: 0 0 399 0 0 0 0 316 0 0 47 0 PasserByVol: 0 0 -6 0 0 0 0 396 0 0 84 0 Initial Fut: 150 0 1158 0 0 0 0 1401 29 7 489 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: 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 163 0 1260 0 0 0 0 1557 32 8 543 0 Reduct Vol: 0 0 380 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 0 880 0 0 0 0 1557 32 8 543 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 Final Vol.: 163 0 880 0 0 0 0 1557 32 8 543 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.91 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.94 0.06 1.00 3.00 0.00 Final Sat.: 1805 0 1615 0 0 0 0 5067 105 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.54 0.00 0.00 0.00 0.00 0.31 0.31 0.00 0.10 0.00 Crit Moves: **** **** **** Green/Cycle: 0.52 0.00 0.58 0.00 0.00 0.00 0.00 0.33 0.33 0.06 0.39 0.00 Volume/Cap: 0.17 0.00 0.94 0.00 0.00 0.00 0.00 0.93 0.93 0.07 0.27 0.00 Uniform Del: 12.6 0.0 19.4 0.0 0.0 0.0 0.0 32.4 32.4 44.4 20.8 0.0 IncremntDel: 0.1 0.0 16.6 0.0 0.0 0.0 0.0 9.8 9.8 0.3 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: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 12.7 0.0 36.0 0.0 0.0 0.0 0.0 42.2 42.2 44.7 20.9 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: 12.7 0.0 36.0 0.0 0.0 0.0 0.0 42.2 42.2 44.7 20.9 0.0 LOS by Move: B A D A A A A D D D C A HCM2kAvgQ: 3 0 30 0 0 0 0 22 22 0 4 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 18:35:14 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Gateway / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.923 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 44.0 Optimal Cycle: 122 Level Of Service: D ******************************************************************************** Street Name: Gateway E. Grand 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 50 115 226 181 83 27 189 1285 45 104 308 64 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: 50 115 226 181 83 27 189 1285 45 104 308 64 Added Vol: 0 0 224 0 0 0 0 714 0 87 47 0 PasserByVol: 2 21 193 0 11 2 4 385 1 59 80 0 Initial Fut: 52 136 643 181 94 29 193 2384 46 250 435 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: 0.93 0.93 0.93 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 56 146 691 194 101 31 214 2649 51 278 483 71 Reduct Vol: 0 0 322 0 0 15 0 0 0 0 0 0 Reduced Vol: 56 146 369 194 101 16 214 2649 51 278 483 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 Final Vol.: 56 146 369 194 101 16 214 2649 51 278 483 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 5187 1615 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.23 0.11 0.03 0.01 0.12 0.51 0.03 0.15 0.09 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.10 0.26 0.11 0.13 0.49 0.36 0.52 0.52 0.16 0.31 0.31 Volume/Cap: 0.40 0.40 0.89 0.99 0.21 0.02 0.33 0.99 0.06 0.99 0.30 0.14 Uniform Del: 43.8 42.2 35.9 44.5 38.9 12.9 22.9 23.9 12.1 42.1 26.5 25.1 IncremntDel: 1.8 0.7 21.1 61.2 0.2 0.0 0.3 15.0 0.0 50.8 0.1 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: 45.7 43.0 57.0 105.7 39.1 12.9 23.2 39.0 12.1 92.9 26.6 25.3 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: 45.7 43.0 57.0 105.7 39.1 12.9 23.2 39.0 12.1 92.9 26.6 25.3 LOS by Move: D D E F D B C D B F C C HCM2kAvgQ: 2 3 14 10 2 0 5 37 1 13 4 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:03 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.121 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 88.0 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 1 0 0 1 1 0 0 1 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 98 74 20 37 137 536 972 180 23 277 15 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 98 74 20 37 137 536 972 180 23 277 15 Added Vol: 0 0 0 0 0 11 206 733 0 0 123 0 PasserByVol: 0 193 112 0 40 45 199 378 0 12 95 0 Initial Fut: 63 291 186 20 77 193 941 2083 180 35 495 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 70 323 207 22 86 214 1046 2314 200 39 550 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 323 207 22 86 214 1046 2314 200 39 550 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 Final Vol.: 70 323 207 22 86 214 1046 2314 200 39 550 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.99 0.99 0.85 0.95 0.89 0.89 0.92 0.94 0.94 0.95 0.95 0.95 Lanes: 1.00 1.00 1.00 1.00 0.57 1.43 2.00 1.84 0.16 1.00 1.94 0.06 Final Sat.: 1883 1883 1615 1805 968 2426 3502 3283 284 1805 3490 106 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.17 0.13 0.01 0.09 0.09 0.30 0.70 0.70 0.02 0.16 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.14 0.20 0.10 0.10 0.10 0.42 0.58 0.58 0.06 0.22 0.22 Volume/Cap: 0.26 1.22 0.64 0.12 0.88 0.88 0.71 1.22 1.22 0.36 0.71 0.71 Uniform Del: 38.3 42.9 36.6 41.0 44.4 44.4 24.1 21.1 21.1 45.2 36.0 36.0 IncremntDel: 0.1 123 4.2 0.3 22.9 22.9 1.7 103 102.6 2.0 3.1 3.1 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: 38.4 166 40.8 41.3 67.3 67.3 25.8 124 123.6 47.2 39.1 39.1 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: 38.4 166 40.8 41.3 67.3 67.3 25.8 124 123.6 47.2 39.1 39.1 LOS by Move: D F D D E E C F F D D D HCM2kAvgQ: 2 20 7 1 7 7 15 71 71 2 10 10 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:03 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Average Delay (sec/veh): 3.1 Worst Case Level Of Service: F[ 62.5] ******************************************************************************** Street Name: Allerton E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 24 0 62 88 848 0 0 181 6 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 24 0 62 88 848 0 0 181 6 Added Vol: 0 0 0 6 0 11 75 658 0 0 113 3 PasserByVol: 0 0 0 0 0 2 6 433 0 0 88 0 Initial Fut: 0 0 0 30 0 75 169 1939 0 0 382 9 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 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 0 0 0 33 0 83 186 2128 0 0 424 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 33 0 83 186 2128 0 0 424 10 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1865 xxxx 217 434 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 66 xxxx 793 1136 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 58 xxxx 793 1136 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.58 xxxx 0.11 0.16 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.6 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.8 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 171 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 4.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 62.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * F * * * * * * * ApproachDel: xxxxxx 62.5 xxxxxx xxxxxx ApproachLOS: * F * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:03 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: Grandview E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 80 601 282 0 0 113 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: 0 0 0 7 0 80 601 282 0 0 113 8 Added Vol: 0 0 0 6 0 91 622 41 0 0 26 3 PasserByVol: 0 0 0 8 0 -2 -10 443 0 0 90 2 Initial Fut: 0 0 0 21 0 169 1213 766 0 0 229 13 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 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 0 0 0 23 0 188 1318 833 0 0 254 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 23 0 188 1318 833 0 0 254 14 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 3315 xxxx 134 269 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 7 xxxx 896 1306 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 0 xxxx 896 1306 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx 0.21 1.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 23.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 45.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * E * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * F * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:03 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.511 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 30.1 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 153 23 356 142 629 62 45 135 116 213 205 160 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: 153 23 356 142 629 62 45 135 116 213 205 160 Added Vol: 0 0 0 0 0 0 0 0 0 87 0 0 PasserByVol: 0 0 0 6 0 4 5 13 0 89 4 8 Initial Fut: 153 23 356 148 629 66 50 148 116 389 209 168 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.98 0.98 0.98 PHF Volume: 170 26 396 164 699 73 55 164 129 396 213 171 Reduct Vol: 0 0 178 0 0 33 0 0 58 0 0 84 Reduced Vol: 170 26 218 164 699 40 55 164 71 396 213 87 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 Final Vol.: 170 26 218 164 699 40 55 164 71 396 213 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.94 0.94 0.85 0.92 0.92 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.95 1.05 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1783 3567 1615 3410 1832 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.01 0.13 0.09 0.19 0.02 0.03 0.05 0.04 0.12 0.12 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.26 0.43 0.35 0.35 0.45 0.10 0.10 0.36 0.18 0.18 0.52 Volume/Cap: 0.36 0.03 0.31 0.26 0.55 0.06 0.31 0.46 0.12 0.64 0.64 0.10 Uniform Del: 30.2 27.6 18.8 23.2 26.2 15.5 41.8 42.5 21.4 38.0 38.0 12.2 IncremntDel: 0.5 0.0 0.3 0.2 0.5 0.0 0.3 0.7 0.1 1.5 1.5 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: 30.7 27.6 19.0 23.5 26.7 15.5 42.1 43.2 21.5 39.6 39.6 12.2 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: 30.7 27.6 19.0 23.5 26.7 15.5 42.1 43.2 21.5 39.6 39.6 12.2 LOS by Move: C C B C C B D D C D D B HCM2kAvgQ: 4 0 4 4 9 1 2 3 1 7 7 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:03 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.538 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 27.6 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 1 1 0 0 1 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 422 333 328 14 84 141 68 209 362 26 93 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: 422 333 328 14 84 141 68 209 362 26 93 24 Added Vol: 0 224 0 0 0 87 0 0 0 0 0 0 PasserByVol: 8 149 230 12 4 47 7 6 6 0 46 2 Initial Fut: 430 706 558 26 88 275 75 215 368 26 139 26 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 478 784 620 29 98 306 83 239 409 29 154 29 Reduct Vol: 0 0 279 0 0 94 0 0 0 0 0 0 Reduced Vol: 478 784 341 29 98 212 83 239 409 29 154 29 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 Final Vol.: 478 784 341 29 98 212 83 239 409 29 154 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.95 0.91 0.91 0.95 0.98 0.98 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.74 1.26 1.00 0.84 0.16 Final Sat.: 3502 3610 1615 1805 1900 1615 1805 1268 2171 1805 1562 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.22 0.21 0.02 0.05 0.13 0.05 0.19 0.19 0.02 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.37 0.37 0.43 0.12 0.12 0.27 0.14 0.32 0.32 0.06 0.24 0.24 Volume/Cap: 0.36 0.58 0.49 0.13 0.42 0.49 0.32 0.58 0.58 0.27 0.41 0.41 Uniform Del: 22.7 25.0 20.3 39.2 40.6 31.0 38.4 28.1 28.1 44.9 32.0 32.0 IncremntDel: 0.2 0.6 0.5 0.3 1.2 0.9 0.7 0.8 0.8 1.3 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: 22.9 25.7 20.9 39.4 41.9 31.9 39.1 28.9 28.9 46.2 32.7 32.7 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: 22.9 25.7 20.9 39.4 41.9 31.9 39.1 28.9 28.9 46.2 32.7 32.7 LOS by Move: C C C D D C D C C D C C HCM2kAvgQ: 6 11 8 1 3 6 3 9 9 1 5 5 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 17:54:03 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 S. Airport / US-101 NB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.752 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 30.1 Optimal Cycle: 67 Level Of Service: C ******************************************************************************** Street Name: S. Airport US-101 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 228 8 21 298 138 907 8 385 16 9 9 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: 144 228 8 21 298 138 907 8 385 16 9 9 Added Vol: 0 0 0 0 0 0 224 0 0 0 0 0 PasserByVol: 0 18 0 0 11 0 369 0 73 0 0 0 Initial Fut: 144 246 8 21 309 138 1500 8 458 16 9 9 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 160 273 9 23 343 153 1667 9 509 18 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 273 9 23 343 153 1667 9 509 18 10 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 Final Vol.: 160 273 9 23 343 153 1667 9 509 18 10 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.85 0.95 0.85 0.95 0.95 0.85 0.97 0.97 0.85 Lanes: 1.00 1.94 0.06 1.00 2.00 1.00 1.99 0.01 1.00 0.64 0.36 1.00 Final Sat.: 1805 3479 113 1615 3610 1615 3602 19 1615 1178 663 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.08 0.08 0.01 0.10 0.09 0.46 0.46 0.32 0.02 0.02 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.22 0.22 0.11 0.11 0.11 0.56 0.56 0.56 0.10 0.10 0.10 Volume/Cap: 0.83 0.35 0.35 0.13 0.83 0.83 0.83 0.83 0.56 0.15 0.15 0.06 Uniform Del: 43.8 32.9 32.9 39.8 43.3 43.3 18.2 18.2 14.2 41.1 41.1 40.8 IncremntDel: 24.7 0.3 0.3 0.3 13.0 25.3 3.0 3.0 0.8 0.4 0.4 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: 68.5 33.1 33.1 40.1 56.3 68.6 21.2 21.2 15.1 41.5 41.5 40.9 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: 68.5 33.1 33.1 40.1 56.3 68.6 21.2 21.2 15.1 41.5 41.5 40.9 LOS by Move: E C C D E E C C B D D D HCM2kAvgQ: 7 4 1 1 8 7 23 23 10 1 1 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS 2015 PLUS PROJECT CONDITIONS PM PEAK HOUR Korve Engineering, Inc. Technical Appendix 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Airport / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.904 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 41.2 Optimal Cycle: 111 Level Of Service: D ******************************************************************************** Street Name: Airport Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 1 0 2 2 0 1 1 0 1 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 30 130 225 169 333 320 79 342 24 184 642 25 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: 30 130 225 169 333 320 79 342 24 184 642 25 Added Vol: 9 0 2 0 0 0 0 10 2 29 50 0 PasserByVol: 39 74 1 235 60 101 83 53 20 5 149 118 Initial Fut: 78 204 228 404 393 421 162 405 46 218 841 143 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 0.92 0.92 0.92 0.90 0.90 0.90 0.93 0.93 0.93 PHF Volume: 87 227 253 440 428 458 180 450 51 236 909 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 227 253 440 428 458 180 450 51 236 909 155 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 Final Vol.: 87 227 253 440 428 458 180 450 51 236 909 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 0.92 0.88 0.88 0.95 0.90 0.90 0.92 0.93 0.93 Lanes: 1.00 1.00 2.00 2.00 1.00 1.00 1.00 2.69 0.31 2.00 1.71 0.29 Final Sat.: 1805 1900 2842 3502 1664 1664 1805 4588 521 3502 3017 513 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.09 0.13 0.26 0.28 0.10 0.10 0.10 0.07 0.30 0.30 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.13 0.31 0.30 0.30 0.30 0.11 0.27 0.27 0.18 0.33 0.33 Volume/Cap: 0.36 0.90 0.29 0.41 0.84 0.90 0.90 0.37 0.37 0.38 0.90 0.90 Uniform Del: 39.6 42.8 26.1 27.7 32.5 33.4 44.0 29.9 29.9 36.2 31.8 31.8 IncremntDel: 0.9 32.6 0.2 0.3 6.4 11.5 38.2 0.2 0.2 0.4 9.9 9.9 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: 40.5 75.4 26.3 27.9 38.9 44.9 82.2 30.1 30.1 36.6 41.7 41.7 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: 40.5 75.4 26.3 27.9 38.9 44.9 82.2 30.1 30.1 36.6 41.7 41.7 LOS by Move: D E C C D D F C C D D D HCM2kAvgQ: 3 10 3 6 16 18 9 5 5 4 20 20 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.540 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 144.9 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 385 50 150 0 0 0 271 190 257 977 464 914 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: 385 50 150 0 0 0 271 190 257 977 464 914 Added Vol: 0 0 9 0 0 0 0 11 0 160 79 454 PasserByVol: 216 84 62 0 0 0 154 36 100 367 56 216 Initial Fut: 601 134 221 0 0 0 425 237 357 1504 599 1584 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.92 0.92 0.92 0.94 0.94 0.94 PHF Volume: 633 141 233 0 0 0 464 259 390 1602 638 1687 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 633 141 233 0 0 0 464 259 390 1602 638 1687 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 Final Vol.: 633 141 233 0 0 0 464 259 390 1602 638 1687 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 0.75 1.00 1.00 1.00 0.92 0.86 0.86 0.92 0.95 0.85 Lanes: 1.64 0.36 2.00 0.00 0.00 0.00 2.00 1.20 1.80 2.00 2.00 1.00 Final Sat.: 2815 628 2842 0 0 0 3502 1966 2962 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.08 0.00 0.00 0.00 0.13 0.13 0.13 0.46 0.18 1.04 Crit Moves: **** **** **** Green/Cycle: 0.15 0.15 0.74 0.00 0.00 0.00 0.09 0.17 0.17 0.59 0.68 0.68 Volume/Cap: 1.54 1.54 0.11 0.00 0.00 0.00 1.54 0.77 0.77 0.77 0.26 1.54 Uniform Del: 42.7 42.7 3.7 0.0 0.0 0.0 45.7 39.6 39.6 15.2 6.3 16.1 IncremntDel:253.0 253 0.0 0.0 0.0 0.0 259.2 4.4 4.4 1.8 0.1 247.8 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 295.7 296 3.7 0.0 0.0 0.0 304.9 44.0 44.0 17.1 6.4 263.9 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: 295.7 296 3.7 0.0 0.0 0.0 304.9 44.0 44.0 17.1 6.4 263.9 LOS by Move: F F A A A A F D D B A F HCM2kAvgQ: 30 30 1 0 0 0 19 9 9 20 4 124 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dubuque / US-101 Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.791 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 30.1 Optimal Cycle: 75 Level Of Service: C ******************************************************************************** Street Name: Dubuque US-101 Ramps 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 1 0 1 0 2 1 1 0 0 1 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 83 3 25 101 1103 505 0 75 0 0 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: 10 83 3 25 101 1103 505 0 75 0 0 2 Added Vol: 0 0 0 0 0 160 9 0 0 0 0 0 PasserByVol: 139 107 0 0 100 367 255 0 129 0 0 0 Initial Fut: 149 190 3 25 201 1630 769 0 204 0 0 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: 0.90 0.90 0.90 0.95 0.95 0.95 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 166 211 3 26 211 1714 832 0 221 0 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 166 211 3 26 211 1714 832 0 221 0 0 2 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 Final Vol.: 166 211 3 26 211 1714 832 0 221 0 0 2 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.75 0.95 1.00 0.85 1.00 1.00 0.87 Lanes: 1.00 0.98 0.02 1.00 1.00 2.00 2.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1805 1867 29 1805 1900 2842 3618 0 1615 0 0 1644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.11 0.11 0.01 0.11 0.60 0.23 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.34 0.34 0.18 0.42 0.68 0.26 0.00 0.26 0.00 0.00 0.10 Volume/Cap: 0.89 0.33 0.33 0.08 0.27 0.89 0.89 0.00 0.53 0.00 0.00 0.01 Uniform Del: 44.3 24.5 24.5 34.0 19.0 13.1 35.7 0.0 31.9 0.0 0.0 40.6 IncremntDel: 37.1 0.3 0.3 0.1 0.2 5.6 10.6 0.0 1.3 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Delay/Veh: 81.4 24.8 24.8 34.2 19.2 18.8 46.4 0.0 33.1 0.0 0.0 40.6 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: 81.4 24.8 24.8 34.2 19.2 18.8 46.4 0.0 33.1 0.0 0.0 40.6 LOS by Move: F C C C B B D A C A A D HCM2kAvgQ: 8 5 5 1 4 28 16 0 6 0 0 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.153 Loss Time (sec): 29 (Y+R=3.0 sec) Average Delay (sec/veh): 111.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 25 25 25 7 7 7 5 30 30 9 34 34 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 978 0 40 0 0 0 0 231 78 42 1344 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: 978 0 40 0 0 0 0 231 78 42 1344 0 Added Vol: 0 0 0 0 0 0 0 21 0 0 692 0 PasserByVol: 194 0 7 15 2 234 26 56 17 14 211 0 Initial Fut: 1172 0 47 15 2 234 26 308 95 56 2247 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: 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 PHF Volume: 1267 0 51 17 2 260 29 342 106 58 2314 0 Reduct Vol: 0 0 0 0 0 47 0 0 0 0 0 0 Reduced Vol: 1267 0 51 17 2 213 29 342 106 58 2314 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 Final Vol.: 1267 0 51 17 2 213 29 342 106 58 2314 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.03 1.00 0.85 0.95 0.88 0.88 0.95 0.91 0.91 Lanes: 3.00 0.00 1.00 1.00 1.00 1.00 1.00 2.29 0.71 1.00 3.00 0.00 Final Sat.: 5264 0 1615 1962 1900 1615 1805 3826 1180 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.03 0.01 0.00 0.13 0.02 0.09 0.09 0.03 0.45 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.00 0.25 0.09 0.09 0.10 0.01 0.28 0.28 0.08 0.36 0.00 Volume/Cap: 0.96 0.00 0.13 0.09 0.01 1.26 1.26 0.32 0.32 0.38 1.26 0.00 Uniform Del: 37.0 0.0 29.0 41.6 41.3 44.8 49.4 28.2 28.2 43.3 32.2 0.0 IncremntDel: 16.7 0.0 0.1 0.2 0.0 154.4 275.9 0.1 0.1 1.6 120 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 53.7 0.0 29.2 41.8 41.3 199.1 325.3 28.4 28.4 44.8 152 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: 53.7 0.0 29.2 41.8 41.3 199.1 325.3 28.4 28.4 44.8 152 0.0 LOS by Move: D A C D D F F C C D F A HCM2kAvgQ: 18 0 1 1 0 14 3 4 4 2 49 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.456 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 188.5 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 854 15 13 0 4 54 9 143 141 13 542 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: 854 15 13 0 4 54 9 143 141 13 542 0 Added Vol: 692 0 0 0 0 0 0 0 96 0 0 0 PasserByVol: 5 1 2 0 4 141 24 30 15 2 33 0 Initial Fut: 1551 16 15 0 8 195 33 173 252 15 575 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 1723 18 17 0 9 217 37 192 280 17 639 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1723 18 17 0 9 217 37 192 280 17 639 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 Final Vol.: 1723 18 17 0 9 217 37 192 280 17 639 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.93 0.93 1.00 1.00 0.85 0.33 1.00 1.13 0.33 0.95 1.00 Lanes: 1.00 0.52 0.48 0.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 1446 909 852 0 1900 1615 625 1900 2153 625 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 1.19 0.02 0.02 0.00 0.00 0.13 0.06 0.10 0.13 0.03 0.18 0.00 Crit Moves: **** **** Green/Cycle: 0.82 0.82 0.82 0.00 0.82 0.82 0.12 0.12 0.12 0.12 0.12 0.00 Volume/Cap: 1.46 0.02 0.02 0.00 0.01 0.16 0.48 0.83 1.07 0.22 1.46 0.00 Uniform Del: 9.1 1.7 1.7 0.0 1.7 1.9 41.0 42.9 43.9 39.6 43.9 0.0 IncremntDel:210.0 0.0 0.0 0.0 0.0 0.1 4.8 22.0 75.4 1.5 218 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 219.1 1.7 1.7 0.0 1.7 2.0 45.8 64.9 119.3 41.1 262 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: 219.1 1.7 1.7 0.0 1.7 2.0 45.8 64.9 119.3 41.1 262 0.0 LOS by Move: F A A A A A D E F D F A HCM2kAvgQ: 118 0 0 0 0 1 2 8 15 1 25 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.085 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 76.3 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Street Name: Gull Forbes 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: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 86 0 74 102 134 0 0 408 602 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 86 0 74 102 134 0 0 408 602 Added Vol: 0 0 0 36 0 60 665 0 0 0 0 27 PasserByVol: 0 0 0 19 0 3 2 7 0 0 1 6 Initial Fut: 0 0 0 141 0 137 769 141 0 0 409 635 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 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 152 0 147 854 157 0 0 454 706 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 152 0 147 854 157 0 0 454 706 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 Final Vol.: 0 0 0 152 0 147 854 157 0 0 454 706 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.86 0.86 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1641 1641 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.09 0.47 0.04 0.00 0.00 0.28 0.43 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.42 0.81 0.00 0.00 0.39 0.39 Volume/Cap: 0.00 0.00 0.00 0.84 0.00 0.91 1.12 0.05 0.00 0.00 0.72 1.12 Uniform Del: 0.0 0.0 0.0 44.2 0.0 44.6 28.8 1.9 0.0 0.0 26.1 30.7 IncremntDel: 0.0 0.0 0.0 28.0 0.0 46.0 69.0 0.0 0.0 0.0 1.6 65.2 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 72.2 0.0 90.5 97.8 1.9 0.0 0.0 27.7 95.9 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 0.0 0.0 72.2 0.0 90.5 97.8 1.9 0.0 0.0 27.7 95.9 LOS by Move: A A A E A F F A A A C F HCM2kAvgQ: 0 0 0 7 0 8 41 1 0 0 14 36 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:36 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Allerton / Forbes ******************************************************************************** Average Delay (sec/veh): 3.2 Worst Case Level Of Service: C[ 16.0] ******************************************************************************** Street Name: Allerton Forbes 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 30 1 68 2 1 7 1 141 15 47 443 1 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: 30 1 68 2 1 7 1 141 15 47 443 1 Added Vol: 0 0 156 0 0 0 0 11 0 30 189 0 PasserByVol: 1 0 1 0 0 0 0 9 4 2 3 0 Initial Fut: 31 1 225 2 1 7 1 161 19 79 635 1 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 34 1 250 2 1 8 1 179 21 88 706 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 34 1 250 2 1 8 1 179 21 88 706 1 Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 721 1074 100 974 1084 353 707 xxxx xxxxx 200 xxxx xxxxx Potent Cap.: 319 222 943 209 219 649 901 xxxx xxxxx 1384 xxxx xxxxx Move Cap.: 297 207 943 145 204 649 901 xxxx xxxxx 1384 xxxx xxxxx Volume/Cap: 0.12 0.01 0.27 0.02 0.01 0.01 0.00 xxxx xxxx 0.06 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx 1.1 xxxx xxxx xxxxx 0.0 xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx 10.2 xxxxx xxxx xxxxx 9.0 xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * B * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 293 xxxx xxxxx xxxx 339 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.4 xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel: 19.0 xxxx xxxxx xxxxx 16.0 xxxxx 9.0 xxxx xxxxx 7.8 xxxx xxxxx Shared LOS: C * * * C * A * * A * * ApproachDel: 11.3 16.0 xxxxxx xxxxxx ApproachLOS: B C * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Airport / Miller ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.544 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 24.5 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Street Name: Airport Miller Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 118 218 0 0 314 77 0 0 100 354 254 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: 118 218 0 0 314 77 0 0 100 354 254 0 Added Vol: 0 11 0 0 31 0 0 0 0 42 0 0 PasserByVol: 0 114 0 0 85 0 0 0 0 41 0 0 Initial Fut: 118 343 0 0 430 77 0 0 100 437 254 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 131 381 0 0 478 86 0 0 111 486 282 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 381 0 0 478 86 0 0 111 486 282 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 Final Vol.: 131 381 0 0 478 86 0 0 111 486 282 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.62 0.62 1.00 1.00 0.93 0.93 1.00 1.00 0.87 0.97 0.97 1.00 Lanes: 0.51 1.49 0.00 0.00 1.70 0.30 0.00 0.00 1.00 1.26 0.74 0.00 Final Sat.: 599 1741 0 0 2991 536 0 0 1644 2329 1354 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.00 0.00 0.16 0.16 0.00 0.00 0.07 0.21 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.40 0.00 0.00 0.40 0.40 0.00 0.00 0.12 0.38 0.38 0.00 Volume/Cap: 0.54 0.54 0.00 0.00 0.40 0.40 0.00 0.00 0.54 0.54 0.54 0.00 Uniform Del: 22.9 22.9 0.0 0.0 21.2 21.2 0.0 0.0 41.1 24.0 24.0 0.0 IncremntDel: 0.7 0.7 0.0 0.0 0.2 0.2 0.0 0.0 3.0 0.4 0.4 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Delay/Veh: 23.5 23.5 0.0 0.0 21.4 21.4 0.0 0.0 44.1 24.5 24.5 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: 23.5 23.5 0.0 0.0 21.4 21.4 0.0 0.0 44.1 24.5 24.5 0.0 LOS by Move: C C A A C C A A D C C A HCM2kAvgQ: 7 7 0 0 7 7 0 0 4 9 9 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.783 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 39.0 Optimal Cycle: 73 Level Of Service: D ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 1 1 0 1 0 1 0 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 57 384 99 100 460 141 172 45 106 634 240 157 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: 57 384 99 100 460 141 172 45 106 634 240 157 Added Vol: 0 0 0 44 0 29 2 22 0 0 91 9 PasserByVol: 0 12 3 52 16 58 41 40 0 3 77 61 Initial Fut: 57 396 102 196 476 228 215 107 106 637 408 227 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 0.97 0.97 0.97 0.90 0.90 0.90 0.95 0.95 0.95 PHF Volume: 63 440 113 202 492 236 239 119 118 672 430 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 440 113 202 492 236 239 119 118 672 430 239 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 Final Vol.: 63 440 113 202 492 236 239 119 118 672 430 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.94 0.94 0.85 0.97 0.97 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.67 0.33 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 1780 3559 1615 1228 611 1615 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.12 0.07 0.11 0.14 0.15 0.19 0.19 0.07 0.19 0.23 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.16 0.45 0.19 0.19 0.19 0.25 0.25 0.25 0.29 0.29 0.29 Volume/Cap: 0.23 0.78 0.16 0.61 0.74 0.78 0.78 0.78 0.29 0.66 0.78 0.51 Uniform Del: 36.9 40.6 16.6 37.4 38.4 38.8 35.1 35.1 30.5 31.2 32.6 29.6 IncremntDel: 0.4 7.1 0.1 1.0 3.2 12.5 8.6 8.6 0.4 1.7 7.2 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: 37.3 47.6 16.7 38.3 41.6 51.3 43.6 43.6 30.9 32.9 39.8 30.6 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: 37.3 47.6 16.7 38.3 41.6 51.3 43.6 43.6 30.9 32.9 39.8 30.6 LOS by Move: D D B D D D D D C C D C HCM2kAvgQ: 2 9 2 7 9 9 12 12 3 10 14 7 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Dubuque / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.515 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 8.4 Optimal Cycle: 35 Level Of Service: A ******************************************************************************** Street Name: Dubuque Grand 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: 0 0 0 6 0 10 6 10 10 6 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 19 0 42 28 203 0 0 1294 79 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 19 0 42 28 203 0 0 1294 79 Added Vol: 0 0 0 0 0 0 0 66 0 0 250 0 PasserByVol: 0 0 0 12 0 32 30 65 0 0 343 5 Initial Fut: 0 0 0 31 0 74 58 334 0 0 1887 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 PHF Volume: 0 0 0 34 0 82 64 370 0 0 1984 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 34 0 82 64 370 0 0 1984 88 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 Final Vol.: 0 0 0 34 0 82 64 370 0 0 1984 88 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.05 0.04 0.07 0.00 0.00 0.38 0.05 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.11 0.00 0.11 0.08 0.80 0.00 0.00 0.72 0.72 Volume/Cap: 0.00 0.00 0.00 0.17 0.00 0.46 0.45 0.09 0.00 0.00 0.53 0.08 Uniform Del: 0.0 0.0 0.0 40.4 0.0 41.7 43.9 2.2 0.0 0.0 6.3 4.1 IncremntDel: 0.0 0.0 0.0 0.4 0.0 1.9 2.2 0.0 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 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 40.8 0.0 43.6 46.1 2.2 0.0 0.0 6.5 4.2 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 0.0 0.0 40.8 0.0 43.6 46.1 2.2 0.0 0.0 6.5 4.2 LOS by Move: A A A D A D D A A A A A HCM2kAvgQ: 0 0 0 1 0 3 2 1 0 0 10 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Executive / Grand ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: B[ 10.7] ******************************************************************************** Street Name: Executive Grand 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 59 504 0 0 0 0 0 0 0 0 15 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 59 504 0 0 0 0 0 0 0 0 15 Added Vol: 0 0 65 0 0 0 0 0 0 0 0 0 PasserByVol: 0 101 -1 0 0 0 0 0 0 0 0 0 Initial Fut: 0 160 568 0 0 0 0 0 0 0 0 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 178 631 0 0 0 0 0 0 0 0 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 178 631 0 0 0 0 0 0 0 0 17 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 404 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 651 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 651 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.03 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.7 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.7 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E. Grand / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.570 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 14.0 Optimal Cycle: 39 Level Of Service: B ******************************************************************************** Street Name: E. Grand Grand 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 6 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 242 0 171 0 0 0 0 210 14 16 1170 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: 242 0 171 0 0 0 0 210 14 16 1170 0 Added Vol: 0 0 65 0 0 0 0 66 0 0 250 0 PasserByVol: 0 0 -1 0 0 0 0 76 0 0 348 0 Initial Fut: 242 0 235 0 0 0 0 352 14 16 1768 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 PHF Volume: 269 0 261 0 0 0 0 391 16 17 1920 0 Reduct Vol: 0 0 85 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 0 176 0 0 0 0 391 16 17 1920 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 Final Vol.: 269 0 176 0 0 0 0 391 16 17 1920 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.90 0.90 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.89 0.11 1.00 3.00 0.00 Final Sat.: 1805 0 1615 0 0 0 0 4959 197 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.11 0.00 0.00 0.00 0.00 0.08 0.08 0.01 0.37 0.00 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.50 0.00 0.00 0.00 0.00 0.41 0.41 0.24 0.65 0.00 Volume/Cap: 0.57 0.00 0.22 0.00 0.00 0.00 0.00 0.19 0.19 0.04 0.57 0.00 Uniform Del: 32.1 0.0 13.8 0.0 0.0 0.0 0.0 19.2 19.2 28.9 9.8 0.0 IncremntDel: 1.7 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 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 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 33.7 0.0 13.9 0.0 0.0 0.0 0.0 19.2 19.2 28.9 10.0 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: 33.7 0.0 13.9 0.0 0.0 0.0 0.0 19.2 19.2 28.9 10.0 0.0 LOS by Move: C A B A A A A B B C B A HCM2kAvgQ: 8 0 3 0 0 0 0 3 3 0 12 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Gateway / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.824 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 25.7 Optimal Cycle: 83 Level Of Service: C ******************************************************************************** Street Name: Gateway E. Grand 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 Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 36 59 54 50 108 81 82 266 58 183 1103 173 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: 36 59 54 50 108 81 82 266 58 183 1103 173 Added Vol: 0 0 55 0 0 0 0 130 0 501 250 0 PasserByVol: 5 26 31 0 35 7 5 65 6 222 336 0 Initial Fut: 41 85 140 50 143 88 87 461 64 906 1689 173 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 44 91 150 56 159 98 97 512 71 1007 1877 192 Reduct Vol: 0 0 43 0 0 44 0 0 0 0 0 0 Reduced Vol: 44 91 107 56 159 54 97 512 71 1007 1877 192 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 Final Vol.: 44 91 107 56 159 54 97 512 71 1007 1877 192 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 5187 1615 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.07 0.03 0.04 0.03 0.05 0.10 0.04 0.56 0.36 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.10 0.71 0.06 0.10 0.20 0.10 0.11 0.11 0.61 0.62 0.62 Volume/Cap: 0.41 0.25 0.09 0.51 0.44 0.16 0.52 0.91 0.41 0.91 0.59 0.19 Uniform Del: 45.3 41.6 4.5 45.6 42.4 32.9 42.6 44.1 41.6 17.0 11.5 8.3 IncremntDel: 2.5 0.4 0.0 4.1 0.9 0.2 2.7 19.2 1.5 11.3 0.3 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: 47.8 41.9 4.5 49.7 43.2 33.1 45.3 63.3 43.1 28.3 11.7 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: 47.8 41.9 4.5 49.7 43.2 33.1 45.3 63.3 43.1 28.3 11.7 8.4 LOS by Move: D D A D D C D E D C B A HCM2kAvgQ: 2 2 1 2 3 1 4 9 2 31 13 3 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.179 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 128.7 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 1 0 0 1 1 0 0 1 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 151 36 28 11 76 448 129 178 60 67 866 13 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: 151 36 28 11 76 448 129 178 60 67 866 13 Added Vol: 0 0 0 0 0 189 11 175 0 0 562 0 PasserByVol: 0 31 17 0 182 186 35 61 0 51 373 0 Initial Fut: 151 67 45 11 258 823 175 414 60 118 1801 13 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 168 74 50 12 287 914 194 460 67 131 2001 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 74 50 12 287 914 194 460 67 131 2001 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 Final Vol.: 168 74 50 12 287 914 194 460 67 131 2001 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.85 0.95 0.89 0.89 0.92 0.93 0.93 0.95 0.95 0.95 Lanes: 1.39 0.61 1.00 1.00 0.48 1.52 2.00 1.75 0.25 1.00 1.99 0.01 Final Sat.: 2545 1129 1615 1805 804 2563 3502 3093 448 1805 3581 26 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.03 0.01 0.36 0.36 0.06 0.15 0.15 0.07 0.56 0.56 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.26 0.28 0.28 0.28 0.06 0.34 0.34 0.16 0.44 0.44 Volume/Cap: 0.66 0.66 0.12 0.02 1.27 1.27 0.93 0.44 0.44 0.44 1.27 1.27 Uniform Del: 43.4 43.4 28.0 26.1 36.0 36.0 46.8 25.9 25.9 37.7 28.0 28.0 IncremntDel: 4.4 4.4 0.1 0.0 131 130.6 41.7 0.3 0.3 1.1 127 127.4 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: 47.7 47.7 28.1 26.1 167 166.6 88.5 26.2 26.2 38.8 155 155.4 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: 47.7 47.7 28.1 26.1 167 166.6 88.5 26.2 26.2 38.8 155 155.4 LOS by Move: D D C C F F F C C D F F HCM2kAvgQ: 5 5 1 0 37 37 6 7 7 4 62 62 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Average Delay (sec/veh): 16.3 Worst Case Level Of Service: F[174.8] ******************************************************************************** Street Name: Allerton E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 126 66 177 0 0 794 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: 0 0 0 7 0 126 66 177 0 0 794 17 Added Vol: 0 0 0 4 0 68 9 165 0 0 494 2 PasserByVol: 0 0 0 0 0 5 1 70 0 0 341 0 Initial Fut: 0 0 0 11 0 199 76 412 0 0 1629 19 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 12 0 221 84 458 0 0 1810 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 12 0 221 84 458 0 0 1810 21 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 2218 xxxx 916 1831 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 38 xxxx 279 338 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 31 xxxx 279 338 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.40 xxxx 0.79 0.25 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 19.2 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 196 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 12.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 175 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * F * * * * * * * ApproachDel: xxxxxx 174.8 xxxxxx xxxxxx ApproachLOS: * F * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Average Delay (sec/veh): 206.4 Worst Case Level Of Service: F[411.2] ******************************************************************************** Street Name: Grandview E. Grand 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 Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 13 0 542 121 67 0 0 217 5 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 13 0 542 121 67 0 0 217 5 Added Vol: 0 0 0 4 0 479 139 31 0 0 18 2 PasserByVol: 0 0 0 1 0 -13 6 65 0 0 354 7 Initial Fut: 0 0 0 18 0 1008 266 163 0 0 589 14 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 20 0 1120 296 181 0 0 654 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 20 0 1120 296 181 0 0 654 16 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1344 xxxx 335 670 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 146 xxxx 667 930 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 110 xxxx 667 930 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.18 xxxx 1.68 0.32 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.7 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 612 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 71.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 411 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * F * * * * * * * ApproachDel: xxxxxx 411.2 xxxxxx xxxxxx ApproachLOS: * F * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:37 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.023 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 86.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 24 171 111 1003 67 100 171 200 677 154 327 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: 88 24 171 111 1003 67 100 171 200 677 154 327 Added Vol: 0 0 0 0 0 0 0 0 0 501 0 0 PasserByVol: 0 0 0 11 0 8 7 4 0 377 13 8 Initial Fut: 88 24 171 122 1003 75 107 175 200 1555 167 335 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: 0.91 0.91 0.91 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 97 26 189 126 1036 77 119 194 222 1728 186 372 Reduct Vol: 0 0 86 0 0 38 0 0 100 0 0 168 Reduced Vol: 97 26 103 126 1036 39 119 194 122 1728 186 204 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 Final Vol.: 97 26 103 126 1036 39 119 194 122 1728 186 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.93 0.93 0.85 0.91 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.14 1.86 1.00 2.00 1.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 2016 3297 1615 3455 1727 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.01 0.06 0.07 0.29 0.02 0.06 0.06 0.08 0.50 0.11 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.53 0.25 0.25 0.35 0.10 0.10 0.20 0.43 0.43 0.68 Volume/Cap: 0.54 0.07 0.12 0.28 1.16 0.07 0.59 0.59 0.38 1.16 0.25 0.19 Uniform Del: 42.8 40.8 11.7 30.4 37.6 21.8 43.0 43.0 34.6 28.4 18.1 5.9 IncremntDel: 3.2 0.1 0.1 0.3 83.5 0.1 1.8 1.8 0.7 78.2 0.0 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: 46.0 40.9 11.8 30.7 121 21.8 44.8 44.8 35.4 106.6 18.1 5.9 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: 46.0 40.9 11.8 30.7 121 21.8 44.8 44.8 35.4 106.6 18.1 5.9 LOS by Move: D D B C F C D D D F B A HCM2kAvgQ: 4 0 2 3 29 1 4 4 4 46 4 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:38 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.220 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 105.7 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 1 1 0 0 1 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 466 159 61 7 252 525 61 85 338 92 296 15 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: 466 159 61 7 252 525 61 85 338 92 296 15 Added Vol: 0 55 0 0 0 501 0 0 0 0 0 0 PasserByVol: 8 31 36 2 15 181 3 1 11 0 209 11 Initial Fut: 474 245 97 9 267 1207 64 86 349 92 505 26 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: 0.91 0.91 0.91 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 523 270 107 10 297 1341 71 96 388 102 561 29 Reduct Vol: 0 0 49 0 0 353 0 0 0 0 0 0 Reduced Vol: 523 270 58 10 297 988 71 96 388 102 561 29 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 Final Vol.: 523 270 58 10 297 988 71 96 388 102 561 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.95 0.88 0.88 0.95 0.99 0.99 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.40 1.60 1.00 0.95 0.05 Final Sat.: 3502 3610 1615 1805 1900 1615 1805 661 2683 1805 1794 92 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.07 0.04 0.01 0.16 0.61 0.04 0.14 0.14 0.06 0.31 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.12 0.21 0.45 0.45 0.51 0.06 0.22 0.22 0.09 0.25 0.25 Volume/Cap: 1.24 0.62 0.17 0.01 0.35 1.21 0.66 0.65 0.65 0.62 1.24 1.24 Uniform Del: 44.0 41.8 32.2 15.4 18.2 24.7 46.0 35.5 35.5 43.7 37.4 37.4 IncremntDel:125.3 2.7 0.2 0.0 0.3 105.1 13.7 2.1 2.1 6.8 123 123.4 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: 169.2 44.5 32.4 15.4 18.4 129.8 59.7 37.6 37.6 50.6 161 160.7 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: 169.2 44.5 32.4 15.4 18.4 129.8 59.7 37.6 37.6 50.6 161 160.7 LOS by Move: F D C B B F E D D D F F HCM2kAvgQ: 17 5 2 0 6 53 3 8 8 4 35 35 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 17:57:38 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 S. Airport / US-101 NB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.600 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 31.6 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: S. Airport US-101 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 10 10 6 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 0 1 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 323 317 16 14 556 169 399 8 212 22 6 15 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: 323 317 16 14 556 169 399 8 212 22 6 15 Added Vol: 0 0 0 0 0 0 55 0 0 0 0 0 PasserByVol: 0 19 0 0 26 0 56 0 12 0 0 0 Initial Fut: 323 336 16 14 582 169 510 8 224 22 6 15 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 0.92 0.92 0.92 0.95 0.95 0.95 0.90 0.90 0.90 PHF Volume: 333 346 16 15 633 184 537 8 236 24 7 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 346 16 15 633 184 537 8 236 24 7 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 Final Vol.: 333 346 16 15 633 184 537 8 236 24 7 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.85 0.95 0.85 0.95 0.95 0.85 0.96 0.96 0.85 Lanes: 1.00 1.91 0.09 1.00 2.00 1.00 1.97 0.03 1.00 0.79 0.21 1.00 Final Sat.: 1805 3422 163 1615 3610 1615 3565 56 1615 1436 392 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.10 0.10 0.01 0.18 0.11 0.15 0.15 0.15 0.02 0.02 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.55 0.55 0.27 0.27 0.27 0.23 0.23 0.23 0.10 0.10 0.10 Volume/Cap: 0.65 0.18 0.18 0.04 0.65 0.42 0.65 0.65 0.63 0.17 0.17 0.10 Uniform Del: 31.6 11.3 11.3 27.0 32.5 30.2 34.9 34.9 34.7 41.2 41.2 40.9 IncremntDel: 3.1 0.0 0.0 0.0 1.6 0.7 1.9 1.9 3.6 0.4 0.4 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: 34.7 11.3 11.3 27.1 34.1 30.9 36.8 36.8 38.3 41.6 41.6 41.2 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: 34.7 11.3 11.3 27.1 34.1 30.9 36.8 36.8 38.3 41.6 41.6 41.2 LOS by Move: C B B C C C D D D D D D HCM2kAvgQ: 10 3 0 0 10 5 9 9 8 1 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS EAST OF 101 MITIGATIONS Korve Engineering, Inc. Technical Appendix 2015 AM + Project Thu Jun 22, 2006 18:02:20 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.265 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 100.6 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 496 1 15 4 1 4 47 731 989 20 99 3 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: 496 1 15 4 1 4 47 731 989 20 99 3 Added Vol: 76 0 0 0 0 0 0 0 802 0 0 0 PasserByVol: 11 5 4 0 1 31 149 49 2 3 39 0 Initial Fut: 583 6 19 4 2 35 196 780 1793 23 138 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 648 7 21 4 2 39 212 844 1940 26 153 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 648 7 21 4 2 39 212 844 1940 26 153 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 Final Vol.: 648 7 21 4 2 39 212 844 1940 26 153 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 0.89 0.89 0.93 0.93 0.85 0.65 1.00 1.13 0.22 0.95 0.95 Lanes: 2.00 0.24 0.76 0.67 0.33 1.00 1.00 1.00 1.00 1.00 1.96 0.04 Final Sat.: 2252 404 1279 1177 588 1615 1237 1900 2153 409 3523 77 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.02 0.02 0.00 0.00 0.02 0.17 0.44 0.90 0.06 0.04 0.04 Crit Moves: **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.71 0.71 0.71 0.71 0.71 0.71 Volume/Cap: 1.26 0.07 0.07 0.02 0.02 0.11 0.24 0.62 1.26 0.09 0.06 0.06 Uniform Del: 38.6 30.3 30.3 30.0 30.0 30.6 5.0 7.4 14.4 4.4 4.3 4.3 IncremntDel:134.0 0.1 0.1 0.0 0.0 0.1 0.1 0.9 124.5 0.1 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 172.7 30.4 30.4 30.0 30.0 30.7 5.1 8.3 138.8 4.5 4.3 4.3 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: 172.7 30.4 30.4 30.0 30.0 30.7 5.1 8.3 138.8 4.5 4.3 4.3 LOS by Move: F C C C C C A A F A A A HCM2kAvgQ: 21 1 1 0 0 1 2 14 109 0 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 18:02:22 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Airport / Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.722 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 33.1 Optimal Cycle: 63 Level Of Service: C ******************************************************************************** Street Name: Airport Grand 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 Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 2 0 1 1 0 2 0 1 1 0 3 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 14 322 194 480 381 70 227 130 69 259 133 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: 14 322 194 480 381 70 227 130 69 259 133 83 Added Vol: 0 0 0 203 0 2 32 113 0 0 16 1 PasserByVol: 0 13 1 338 9 33 48 65 0 1 19 14 Initial Fut: 14 335 195 1021 390 105 307 308 69 260 168 98 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: 0.91 0.91 0.91 0.91 0.91 0.91 0.94 0.94 0.94 0.90 0.90 0.90 PHF Volume: 15 367 213 1127 430 116 326 327 73 289 187 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 367 213 1127 430 116 326 327 73 289 187 109 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 Final Vol.: 15 367 213 1127 430 116 326 327 73 289 187 109 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.92 0.92 0.92 0.92 0.92 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 2.00 1.58 0.42 2.00 1.63 0.37 3.00 1.00 1.00 Final Sat.: 1805 3610 1615 3502 2753 741 3502 2870 643 5253 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.13 0.32 0.16 0.16 0.09 0.11 0.11 0.05 0.10 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.14 0.28 0.45 0.45 0.45 0.16 0.16 0.16 0.14 0.14 0.14 Volume/Cap: 0.06 0.72 0.48 0.72 0.35 0.35 0.59 0.72 0.72 0.40 0.72 0.50 Uniform Del: 37.2 41.1 30.1 22.7 18.2 18.2 39.1 40.0 40.0 39.5 41.4 40.0 IncremntDel: 0.1 5.1 0.8 1.7 0.1 0.1 1.7 4.6 4.6 0.4 9.6 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: 37.3 46.2 31.0 24.3 18.4 18.4 40.8 44.7 44.7 39.9 51.0 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: 37.3 46.2 31.0 24.3 18.4 18.4 40.8 44.7 44.7 39.9 51.0 41.8 LOS by Move: D D C C B B D D D D D D HCM2kAvgQ: 0 7 6 16 6 6 6 8 8 3 7 4 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 18:02:25 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.967 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 61.1 Optimal Cycle: 153 Level Of Service: E ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 2 1 0 1 0 2 2 0 1 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 98 74 20 37 137 536 972 180 23 277 15 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 98 74 20 37 137 536 972 180 23 277 15 Added Vol: 0 0 0 0 0 11 206 733 0 0 123 0 PasserByVol: 0 193 112 0 40 45 199 378 0 12 95 0 Initial Fut: 63 291 186 20 77 193 941 2083 180 35 495 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 70 323 207 22 86 214 1046 2314 200 39 550 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 323 207 22 86 214 1046 2314 200 39 550 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 Final Vol.: 70 323 207 22 86 214 1046 2314 200 39 550 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.75 0.95 1.00 0.75 0.92 0.94 0.94 0.92 0.91 0.91 Lanes: 1.00 2.00 2.00 1.00 1.00 2.00 2.00 1.84 0.16 2.00 2.91 0.09 Final Sat.: 1805 3610 2842 1805 1900 2842 3502 3283 284 3502 5014 152 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.07 0.01 0.05 0.08 0.30 0.70 0.70 0.01 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.16 0.10 0.10 0.10 0.50 0.62 0.62 0.06 0.18 0.18 Volume/Cap: 0.39 0.90 0.45 0.12 0.45 0.75 0.60 1.14 1.14 0.19 0.60 0.60 Uniform Del: 42.1 44.5 38.0 41.0 42.4 43.8 18.0 19.0 19.0 44.7 37.5 37.5 IncremntDel: 1.4 23.7 0.7 0.3 1.7 10.9 0.6 67.8 67.8 0.4 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: 43.5 68.2 38.8 41.3 44.1 54.7 18.6 86.8 86.8 45.1 38.6 38.6 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: 43.5 68.2 38.8 41.3 44.1 54.7 18.6 86.8 86.8 45.1 38.6 38.6 LOS by Move: D E D D D D B F F D D D HCM2kAvgQ: 2 8 4 1 3 5 12 63 63 1 7 7 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 18:39:16 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.724 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): 10.3 Optimal Cycle: 54 Level Of Service: B ******************************************************************************** Street Name: Allerton E. Grand 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 Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 24 0 62 88 848 0 0 181 6 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 24 0 62 88 848 0 0 181 6 Added Vol: 0 0 0 6 0 11 75 658 0 0 113 3 PasserByVol: 0 0 0 0 0 2 6 433 0 0 88 0 Initial Fut: 0 0 0 30 0 75 169 1939 0 0 382 9 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 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 PHF Volume: 0 0 0 33 0 83 186 2128 0 0 424 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 33 0 83 186 2128 0 0 424 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 Final Vol.: 0 0 0 33 0 83 186 2128 0 0 424 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.89 1.00 0.89 0.95 0.95 1.00 1.00 0.95 0.95 Lanes: 0.00 0.00 0.00 0.29 0.00 0.71 1.00 2.00 0.00 0.00 1.95 0.05 Final Sat.: 0 0 0 484 0 1210 1805 3610 0 0 3516 83 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.07 0.10 0.59 0.00 0.00 0.12 0.12 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.37 0.81 0.00 0.00 0.44 0.44 Volume/Cap: 0.00 0.00 0.00 0.72 0.00 0.72 0.27 0.72 0.00 0.00 0.27 0.27 Uniform Del: 0.0 0.0 0.0 44.0 0.0 44.0 21.8 4.2 0.0 0.0 17.8 17.8 IncremntDel: 0.0 0.0 0.0 15.0 0.0 15.0 0.2 0.9 0.0 0.0 0.1 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: 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 58.9 0.0 58.9 22.0 5.1 0.0 0.0 17.9 17.9 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 0.0 0.0 58.9 0.0 58.9 22.0 5.1 0.0 0.0 17.9 17.9 LOS by Move: A A A E A E C A A A B B HCM2kAvgQ: 0 0 0 5 0 5 4 17 0 0 4 4 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 18:02:26 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.660 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): 18.6 Optimal Cycle: 47 Level Of Service: B ******************************************************************************** Street Name: Grandview E. Grand 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 80 601 282 0 0 113 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: 0 0 0 7 0 80 601 282 0 0 113 8 Added Vol: 0 0 0 6 0 91 622 41 0 0 26 3 PasserByVol: 0 0 0 8 0 -2 -10 443 0 0 90 2 Initial Fut: 0 0 0 21 0 169 1213 766 0 0 229 13 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 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 0 0 0 23 0 188 1318 833 0 0 254 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 23 0 188 1318 833 0 0 254 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 Final Vol.: 0 0 0 23 0 188 1318 833 0 0 254 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.92 0.92 1.00 1.00 0.94 0.94 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.84 1.16 0.00 0.00 1.89 0.11 Final Sat.: 0 0 0 1805 0 1615 3219 2033 0 0 3389 192 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.12 0.41 0.41 0.00 0.00 0.08 0.08 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.18 0.62 0.62 0.00 0.00 0.11 0.11 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.66 0.66 0.66 0.00 0.00 0.66 0.66 Uniform Del: 0.0 0.0 0.0 34.4 0.0 38.4 12.2 12.2 0.0 0.0 42.5 42.5 IncremntDel: 0.0 0.0 0.0 0.1 0.0 5.7 0.5 0.5 0.0 0.0 4.0 4.0 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 34.5 0.0 44.1 12.7 12.7 0.0 0.0 46.5 46.5 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 34.5 0.0 44.1 12.7 12.7 0.0 0.0 46.5 46.5 LOS by Move: A A A C A D B B A A D D HCM2kAvgQ: 0 0 0 1 0 7 15 15 0 0 5 5 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:48 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dubuque / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.045 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 47.1 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Street Name: Dubuque Oyster Point 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: Ovl Include Include Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 1 0 0 2 0 0 0 0 0 2 0 1 1 1 2 0 2 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 385 50 150 0 0 0 271 190 257 977 464 914 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: 385 50 150 0 0 0 271 190 257 977 464 914 Added Vol: 0 0 9 0 0 0 0 11 0 160 79 454 PasserByVol: 216 84 62 0 0 0 154 36 100 367 56 216 Initial Fut: 601 134 221 0 0 0 425 237 357 1504 599 1584 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: 0.95 0.95 0.95 0.90 0.90 0.90 0.92 0.92 0.92 0.94 0.94 0.94 PHF Volume: 633 141 233 0 0 0 464 259 390 1602 638 1687 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 633 141 233 0 0 0 464 259 390 1602 638 1687 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 Final Vol.: 633 141 233 0 0 0 464 259 390 1602 638 1687 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 0.75 1.00 1.00 1.00 0.92 0.86 0.86 0.92 0.95 0.75 Lanes: 1.64 0.36 2.00 0.00 0.00 0.00 2.00 1.20 1.80 2.00 2.00 2.00 Final Sat.: 2815 628 2842 0 0 0 3502 1966 2962 3502 3610 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.08 0.00 0.00 0.00 0.13 0.13 0.13 0.46 0.18 0.59 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.75 0.00 0.00 0.00 0.13 0.16 0.16 0.54 0.57 0.57 Volume/Cap: 1.04 1.04 0.11 0.00 0.00 0.00 1.04 0.85 0.85 0.85 0.31 1.04 Uniform Del: 39.2 39.2 3.3 0.0 0.0 0.0 43.7 41.1 41.1 19.5 11.3 21.6 IncremntDel: 45.3 45.3 0.0 0.0 0.0 0.0 54.9 8.8 8.8 3.8 0.1 35.1 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 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 84.6 84.6 3.3 0.0 0.0 0.0 98.5 49.9 49.9 23.3 11.4 56.7 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: 84.6 84.6 3.3 0.0 0.0 0.0 98.5 49.9 49.9 23.3 11.4 56.7 LOS by Move: F F A A A A F D D C B E HCM2kAvgQ: 19 19 1 0 0 0 13 10 10 24 5 40 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:48 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.153 Loss Time (sec): 29 (Y+R=3.0 sec) Average Delay (sec/veh): 111.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 25 25 25 7 7 7 5 30 30 9 34 34 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 978 0 40 0 0 0 0 231 78 42 1344 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: 978 0 40 0 0 0 0 231 78 42 1344 0 Added Vol: 0 0 0 0 0 0 0 21 0 0 692 0 PasserByVol: 194 0 7 15 2 234 26 56 17 14 211 0 Initial Fut: 1172 0 47 15 2 234 26 308 95 56 2247 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: 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 PHF Volume: 1267 0 51 17 2 260 29 342 106 58 2314 0 Reduct Vol: 0 0 0 0 0 47 0 0 0 0 0 0 Reduced Vol: 1267 0 51 17 2 213 29 342 106 58 2314 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 Final Vol.: 1267 0 51 17 2 213 29 342 106 58 2314 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.03 1.00 0.85 0.95 0.88 0.88 0.95 0.91 0.91 Lanes: 3.00 0.00 1.00 1.00 1.00 1.00 1.00 2.29 0.71 1.00 3.00 0.00 Final Sat.: 5264 0 1615 1962 1900 1615 1805 3826 1180 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.03 0.01 0.00 0.13 0.02 0.09 0.09 0.03 0.45 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.00 0.25 0.09 0.09 0.10 0.01 0.28 0.28 0.08 0.36 0.00 Volume/Cap: 0.96 0.00 0.13 0.09 0.01 1.26 1.26 0.32 0.32 0.38 1.26 0.00 Uniform Del: 37.0 0.0 29.0 41.6 41.3 44.8 49.4 28.2 28.2 43.3 32.2 0.0 IncremntDel: 16.7 0.0 0.1 0.2 0.0 154.4 275.9 0.1 0.1 1.6 120 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 53.7 0.0 29.2 41.8 41.3 199.1 325.3 28.4 28.4 44.8 152 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: 53.7 0.0 29.2 41.8 41.3 199.1 325.3 28.4 28.4 44.8 152 0.0 LOS by Move: D A C D D F F C C D F A HCM2kAvgQ: 18 0 1 1 0 14 3 4 4 2 49 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:48 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.031 Loss Time (sec): 6 (Y+R=3.0 sec) Average Delay (sec/veh): 48.2 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Street Name: Gull Oyster Point Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 1 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 854 15 13 0 4 54 9 143 141 13 542 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: 854 15 13 0 4 54 9 143 141 13 542 0 Added Vol: 692 0 0 0 0 0 0 0 96 0 0 0 PasserByVol: 5 1 2 0 4 141 24 30 15 2 33 0 Initial Fut: 1551 16 15 0 8 195 33 173 252 15 575 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 1723 18 17 0 9 217 37 192 280 17 639 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1723 18 17 0 9 217 37 192 280 17 639 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 Final Vol.: 1723 18 17 0 9 217 37 192 280 17 639 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.57 0.93 0.93 1.00 1.00 0.85 0.23 1.00 1.13 0.35 0.95 1.00 Lanes: 2.00 0.52 0.48 0.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 2175 909 852 0 1900 1615 443 1900 2153 669 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.79 0.02 0.02 0.00 0.00 0.13 0.08 0.10 0.13 0.02 0.18 0.00 Crit Moves: **** **** Green/Cycle: 0.77 0.77 0.77 0.00 0.77 0.77 0.17 0.17 0.17 0.17 0.17 0.00 Volume/Cap: 1.03 0.03 0.03 0.00 0.01 0.17 0.48 0.59 0.76 0.15 1.03 0.00 Uniform Del: 11.6 2.7 2.7 0.0 2.7 3.1 37.4 38.2 39.4 35.2 41.4 0.0 IncremntDel: 30.5 0.0 0.0 0.0 0.0 0.1 4.8 2.8 8.8 0.6 44.4 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 42.1 2.7 2.7 0.0 2.7 3.2 42.2 41.0 48.2 35.8 85.8 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: 42.1 2.7 2.7 0.0 2.7 3.2 42.2 41.0 48.2 35.8 85.8 0.0 LOS by Move: D A A A A A D D D D F A HCM2kAvgQ: 37 0 0 0 0 2 2 6 10 1 16 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:50 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.976 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 49.0 Optimal Cycle: 162 Level Of Service: D ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 2 1 0 1 0 2 2 0 1 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 151 36 28 11 76 448 129 178 60 67 866 13 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: 151 36 28 11 76 448 129 178 60 67 866 13 Added Vol: 0 0 0 0 0 189 11 175 0 0 562 0 PasserByVol: 0 31 17 0 182 186 35 61 0 51 373 0 Initial Fut: 151 67 45 11 258 823 175 414 60 118 1801 13 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 168 74 50 12 287 914 194 460 67 131 2001 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 74 50 12 287 914 194 460 67 131 2001 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 Final Vol.: 168 74 50 12 287 914 194 460 67 131 2001 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.75 0.95 1.00 0.75 0.92 0.93 0.93 0.92 0.91 0.91 Lanes: 1.00 2.00 2.00 1.00 1.00 2.00 2.00 1.75 0.25 2.00 2.98 0.02 Final Sat.: 1805 3610 2842 1805 1900 2842 3502 3093 448 3502 5145 37 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.02 0.01 0.15 0.32 0.06 0.15 0.15 0.04 0.39 0.39 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.23 0.33 0.33 0.33 0.06 0.32 0.32 0.13 0.39 0.39 Volume/Cap: 0.93 0.21 0.08 0.02 0.46 0.99 0.93 0.46 0.46 0.29 0.99 0.99 Uniform Del: 44.7 41.4 30.1 22.9 26.8 33.5 46.8 26.9 26.9 39.3 30.0 30.0 IncremntDel: 47.0 0.3 0.0 0.0 0.5 26.3 41.7 0.3 0.3 0.3 16.9 16.9 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: 91.7 41.6 30.2 22.9 27.3 59.8 88.5 27.2 27.2 39.6 46.9 46.9 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: 91.7 41.6 30.2 22.9 27.3 59.8 88.5 27.2 27.2 39.6 46.9 46.9 LOS by Move: F D C C C E F C C D D D HCM2kAvgQ: 8 1 1 0 7 22 6 7 7 2 29 29 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:50 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Allerton / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.765 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): 16.7 Optimal Cycle: 61 Level Of Service: B ******************************************************************************** Street Name: Allerton E. Grand 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 Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 126 66 177 0 0 794 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: 0 0 0 7 0 126 66 177 0 0 794 17 Added Vol: 0 0 0 4 0 68 9 165 0 0 494 2 PasserByVol: 0 0 0 0 0 5 1 70 0 0 341 0 Initial Fut: 0 0 0 11 0 199 76 412 0 0 1629 19 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 12 0 221 84 458 0 0 1810 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 12 0 221 84 458 0 0 1810 21 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 Final Vol.: 0 0 0 12 0 221 84 458 0 0 1810 21 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.87 1.00 0.87 0.95 0.95 1.00 1.00 0.95 0.95 Lanes: 0.00 0.00 0.00 0.05 0.00 0.95 1.00 2.00 0.00 0.00 1.98 0.02 Final Sat.: 0 0 0 87 0 1565 1805 3610 0 0 3561 42 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.14 0.05 0.13 0.00 0.00 0.51 0.51 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.18 0.06 0.73 0.00 0.00 0.66 0.66 Volume/Cap: 0.00 0.00 0.00 0.77 0.00 0.77 0.77 0.17 0.00 0.00 0.77 0.77 Uniform Del: 0.0 0.0 0.0 38.7 0.0 38.7 46.2 4.3 0.0 0.0 11.5 11.5 IncremntDel: 0.0 0.0 0.0 11.0 0.0 11.0 26.8 0.0 0.0 0.0 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 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 49.7 0.0 49.7 73.0 4.4 0.0 0.0 13.0 13.0 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 49.7 0.0 49.7 73.0 4.4 0.0 0.0 13.0 13.0 LOS by Move: A A A D A D E A A A B B HCM2kAvgQ: 0 0 0 9 0 9 4 2 0 0 21 21 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:50 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.066 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): 82.3 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Grandview E. Grand 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 13 0 542 121 67 0 0 217 5 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 13 0 542 121 67 0 0 217 5 Added Vol: 0 0 0 4 0 479 139 31 0 0 18 2 PasserByVol: 0 0 0 1 0 -13 6 65 0 0 354 7 Initial Fut: 0 0 0 18 0 1008 266 163 0 0 589 14 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 20 0 1120 296 181 0 0 654 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 20 0 1120 296 181 0 0 654 16 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 Final Vol.: 0 0 0 20 0 1120 296 181 0 0 654 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.92 0.92 1.00 1.00 0.95 0.95 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.86 1.14 0.00 0.00 1.95 0.05 Final Sat.: 0 0 0 1805 0 1615 3257 1996 0 0 3516 84 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.69 0.09 0.09 0.00 0.00 0.19 0.19 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.65 0.00 0.65 0.09 0.09 0.00 0.00 0.17 0.17 Volume/Cap: 0.00 0.00 0.00 0.02 0.00 1.07 1.07 1.07 0.00 0.00 1.07 1.07 Uniform Del: 0.0 0.0 0.0 6.2 0.0 17.5 45.7 45.7 0.0 0.0 41.3 41.3 IncremntDel: 0.0 0.0 0.0 0.0 0.0 47.3 61.4 61.4 0.0 0.0 54.9 54.9 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: 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 6.2 0.0 64.8 107.1 107 0.0 0.0 96.2 96.2 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 0.0 0.0 6.2 0.0 64.8 107.1 107 0.0 0.0 96.2 96.2 LOS by Move: A A A A A E F F A A F F HCM2kAvgQ: 0 0 0 0 0 48 10 10 0 0 18 18 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:50 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Produce-Airport / San Mateo-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.828 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 36.0 Optimal Cycle: 84 Level Of Service: D ******************************************************************************** Street Name: Produce-Airport San Mateo-S. Airport 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 Split Phase Split Phase Rights: Ovl Ovl Ovl Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 3 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 24 171 111 1003 67 100 171 200 677 154 327 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: 88 24 171 111 1003 67 100 171 200 677 154 327 Added Vol: 0 0 0 0 0 0 0 0 0 501 0 0 PasserByVol: 0 0 0 11 0 8 7 4 0 377 13 8 Initial Fut: 88 24 171 122 1003 75 107 175 200 1555 167 335 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: 0.91 0.91 0.91 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 97 26 189 126 1036 77 119 194 222 1728 186 372 Reduct Vol: 0 0 86 0 0 38 0 0 100 0 0 168 Reduced Vol: 97 26 103 126 1036 39 119 194 122 1728 186 204 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 Final Vol.: 97 26 103 126 1036 39 119 194 122 1728 186 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.93 0.93 0.85 0.92 1.00 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.14 1.86 1.00 3.00 1.00 1.00 Final Sat.: 1805 3610 1615 1805 3610 1615 2016 3297 1615 5253 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.01 0.06 0.07 0.29 0.02 0.06 0.06 0.08 0.33 0.10 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.46 0.32 0.32 0.42 0.10 0.10 0.20 0.36 0.36 0.68 Volume/Cap: 0.54 0.07 0.14 0.22 0.91 0.06 0.59 0.59 0.38 0.91 0.27 0.19 Uniform Del: 42.8 40.8 15.4 25.1 32.7 17.4 43.0 43.0 34.6 30.2 22.5 5.9 IncremntDel: 3.2 0.1 0.1 0.2 10.3 0.0 1.8 1.8 0.7 6.7 0.2 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: 46.0 40.9 15.5 25.3 43.1 17.5 44.8 44.8 35.4 36.9 22.7 5.9 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: 46.0 40.9 15.5 25.3 43.1 17.5 44.8 44.8 35.4 36.9 22.7 5.9 LOS by Move: D D B C D B D D D D C A HCM2kAvgQ: 4 0 2 3 20 1 4 4 4 21 4 2 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 18:40:50 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Gateway-S. Airport / Mitchell-S. Airport ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.739 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 34.1 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Street Name: Gateway-S. Airport Mitchell-S. Airport 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: Ovl Ovl Include Include Min. Green: 6 10 10 6 10 10 6 10 10 6 10 10 Lanes: 2 0 2 0 1 1 0 1 0 2 1 0 1 0 2 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 466 159 61 7 252 525 61 85 338 92 296 15 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: 466 159 61 7 252 525 61 85 338 92 296 15 Added Vol: 0 55 0 0 0 501 0 0 0 0 0 0 PasserByVol: 8 31 36 2 15 181 3 1 11 0 209 11 Initial Fut: 474 245 97 9 267 1207 64 86 349 92 505 26 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: 0.91 0.91 0.91 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 523 270 107 10 297 1341 71 96 388 102 561 29 Reduct Vol: 0 0 49 0 0 353 0 0 0 0 0 0 Reduced Vol: 523 270 58 10 297 988 71 96 388 102 561 29 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 Final Vol.: 523 270 58 10 297 988 71 96 388 102 561 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.75 0.95 1.00 0.75 0.95 0.91 0.85 Lanes: 2.00 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 3.00 1.00 Final Sat.: 3502 3610 1615 1805 1900 2842 1805 1900 2842 1805 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.07 0.04 0.01 0.16 0.35 0.04 0.05 0.14 0.06 0.11 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.20 0.28 0.39 0.39 0.48 0.09 0.18 0.18 0.08 0.17 0.17 Volume/Cap: 0.74 0.37 0.13 0.01 0.40 0.72 0.42 0.27 0.74 0.74 0.64 0.11 Uniform Del: 37.4 34.4 27.0 18.8 22.1 20.5 42.8 35.0 38.5 45.2 38.8 35.2 IncremntDel: 4.1 0.3 0.1 0.0 0.4 1.9 1.7 0.4 5.5 18.9 1.7 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: 41.6 34.7 27.1 18.8 22.5 22.4 44.5 35.4 44.0 64.1 40.5 35.4 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: 41.6 34.7 27.1 18.8 22.5 22.4 44.5 35.4 44.0 64.1 40.5 35.4 LOS by Move: D C C B C C D D D E D D HCM2kAvgQ: 9 4 1 0 7 15 3 3 8 5 7 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA GENENTECH MASTER EIR INTERSECTION LEVEL OF SERVICE CALCULATIONS ADDITIONAL / ALTERNATE MITIGATIONS Korve Engineering, Inc. Technical Appendix 2015 AM + Project Thu Jun 22, 2006 19:16:50 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.017 Loss Time (sec): 52 (Y+R=3.0 sec) Average Delay (sec/veh): 60.9 Optimal Cycle: 154 Level Of Service: E ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 7 7 7 0 0 19 19 36 36 5 22 22 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 200 0 103 0 0 0 0 718 526 50 400 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: 200 0 103 0 0 0 0 718 526 50 400 0 Added Vol: 0 0 0 0 0 0 0 266 0 0 76 0 PasserByVol: 52 2 12 0 0 51 159 167 7 7 96 0 Initial Fut: 252 2 115 0 0 51 159 1151 533 57 572 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 PHF Volume: 280 2 128 0 0 57 175 1266 586 61 610 0 Reduct Vol: 0 0 0 0 0 25 0 0 0 0 0 0 Reduced Vol: 280 2 128 0 0 32 175 1266 586 61 610 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 Final Vol.: 280 2 128 0 0 32 175 1266 586 61 610 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 1.09 1.00 0.85 0.95 0.87 0.87 0.95 0.91 0.91 Lanes: 2.98 0.02 1.00 1.00 1.00 1.00 1.00 2.05 0.95 1.00 3.00 0.00 Final Sat.: 5229 41 1615 2065 1900 1615 1805 3375 1563 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.08 0.00 0.00 0.02 0.10 0.38 0.38 0.03 0.12 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.07 0.07 0.19 0.19 0.19 0.19 0.36 0.36 0.05 0.22 0.22 Volume/Cap: 0.76 0.76 1.13 0.00 0.00 0.10 0.51 1.04 1.04 0.67 0.53 0.00 Uniform Del: 45.7 45.7 46.5 0.0 0.0 33.5 36.3 32.0 32.0 46.7 34.5 0.0 IncremntDel: 9.2 9.2 124.0 0.0 0.0 0.1 1.3 33.2 33.2 18.2 0.5 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 54.9 54.9 170.5 0.0 0.0 33.6 37.6 65.2 65.2 64.9 35.0 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: 54.9 54.9 170.5 0.0 0.0 33.6 37.6 65.2 65.2 64.9 35.0 0.0 LOS by Move: D D F A A C D E E E C A HCM2kAvgQ: 5 5 9 0 0 1 5 30 30 3 7 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 19:19:28 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #44 ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.815 Loss Time (sec): 60 (Y+R=4.0 sec) Average Delay (sec/veh): 29.5 Optimal Cycle: 134 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 40 40 0 0 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 0 0 0 518 381 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: 0 0 0 0 0 0 0 518 381 0 0 0 Added Vol: 0 0 0 0 0 0 0 536 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 76 26 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1130 407 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: 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1177 424 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1177 424 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 Final Vol.: 0 0 0 0 0 0 0 1177 424 0 0 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 1.00 1.00 1.00 1.00 0.95 0.85 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 Final Sat.: 0 0 0 0 0 0 0 3610 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.26 0.00 0.00 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.82 0.66 0.00 0.00 0.00 Uniform Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 26.7 24.4 0.0 0.0 0.0 IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.7 2.5 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: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.4 26.9 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: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.4 26.9 0.0 0.0 0.0 LOS by Move: A A A A A A A C C A A A HCM2kAvgQ: 0 0 0 0 0 0 0 19 11 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 19:16:50 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Gull / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.017 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 31.7 Optimal Cycle: 180 Level Of Service: C ******************************************************************************** Street Name: Gull Oyster Point 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 Include Ovl Include Min. Green: 10 10 10 0 0 0 6 10 10 6 10 10 Lanes: 1 0 1! 0 0 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 496 1 15 4 1 4 47 731 989 20 99 3 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: 496 1 15 4 1 4 47 731 989 20 99 3 Added Vol: 76 0 0 0 0 0 0 0 802 0 0 0 PasserByVol: 11 5 4 0 1 31 149 49 2 3 39 0 Initial Fut: 583 6 19 4 2 35 196 780 1793 23 138 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 PHF Volume: 648 7 21 4 2 39 212 844 1940 26 153 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 648 7 21 4 2 39 212 844 1940 26 153 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 Final Vol.: 648 7 21 4 2 39 212 844 1940 26 153 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.97 0.97 0.85 0.65 1.00 1.13 0.30 0.95 0.95 Lanes: 1.92 0.02 0.06 0.67 0.33 1.00 1.00 1.00 1.00 1.00 1.96 0.04 Final Sat.: 3465 34 108 1226 613 1615 1237 1900 2153 572 3523 77 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.00 0.00 0.02 0.17 0.44 0.90 0.04 0.04 0.04 Crit Moves: **** **** **** Green/Cycle: 0.19 0.19 0.19 0.02 0.02 0.02 0.69 0.69 0.89 0.69 0.69 0.69 Volume/Cap: 0.97 1.02 1.02 0.15 0.15 1.02 0.25 0.64 1.02 0.06 0.06 0.06 Uniform Del: 40.2 40.4 40.4 47.8 47.8 48.8 5.6 8.4 5.7 4.9 4.9 4.9 IncremntDel: 27.9 39.2 39.2 1.6 1.6 150.6 0.2 1.1 24.9 0.1 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 68.1 79.6 79.6 49.5 49.5 199.4 5.8 9.5 30.6 5.0 4.9 4.9 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: 68.1 79.6 79.6 49.5 49.5 199.4 5.8 9.5 30.6 5.0 4.9 4.9 LOS by Move: E E E D D F A A C A A A HCM2kAvgQ: 15 17 17 0 0 3 2 15 72 0 1 1 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 AM + Project Thu Jun 22, 2006 19:16:51 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Harbor-Forbes / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.967 Loss Time (sec): 12 (Y+R=3.0 sec) Average Delay (sec/veh): 61.1 Optimal Cycle: 153 Level Of Service: E ******************************************************************************** Street Name: Harbor-Forbes E. Grand 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: Ovl Include Include Include Min. Green: 10 10 10 10 10 10 6 10 10 6 10 10 Lanes: 1 0 2 0 2 1 0 1 0 2 2 0 1 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 63 98 74 20 37 137 536 972 180 23 277 15 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 98 74 20 37 137 536 972 180 23 277 15 Added Vol: 0 0 0 0 0 11 206 733 0 0 123 0 PasserByVol: 0 193 112 0 40 45 199 378 0 12 95 0 Initial Fut: 63 291 186 20 77 193 941 2083 180 35 495 15 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 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 70 323 207 22 86 214 1046 2314 200 39 550 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 323 207 22 86 214 1046 2314 200 39 550 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 Final Vol.: 70 323 207 22 86 214 1046 2314 200 39 550 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.75 0.95 1.00 0.75 0.92 0.94 0.94 0.92 0.91 0.91 Lanes: 1.00 2.00 2.00 1.00 1.00 2.00 2.00 1.84 0.16 2.00 2.91 0.09 Final Sat.: 1805 3610 2842 1805 1900 2842 3502 3283 284 3502 5014 152 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.07 0.01 0.05 0.08 0.30 0.70 0.70 0.01 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.16 0.10 0.10 0.10 0.50 0.62 0.62 0.06 0.18 0.18 Volume/Cap: 0.39 0.90 0.45 0.12 0.45 0.75 0.60 1.14 1.14 0.19 0.60 0.60 Uniform Del: 42.1 44.5 38.0 41.0 42.4 43.8 18.0 19.0 19.0 44.7 37.5 37.5 IncremntDel: 1.4 23.7 0.7 0.3 1.7 10.9 0.6 67.8 67.8 0.4 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: 43.5 68.2 38.8 41.3 44.1 54.7 18.6 86.8 86.8 45.1 38.6 38.6 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: 43.5 68.2 38.8 41.3 44.1 54.7 18.6 86.8 86.8 45.1 38.6 38.6 LOS by Move: D E D D D D B F F D D D HCM2kAvgQ: 2 8 4 1 3 5 12 63 63 1 7 7 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 19:20:35 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Gateway / Oyster Point ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.092 Loss Time (sec): 29 (Y+R=3.0 sec) Average Delay (sec/veh): 51.7 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Street Name: Gateway Oyster Point 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 Ovl Include Include Min. Green: 25 25 25 0 0 0 3 36 36 10 43 43 Lanes: 2 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 978 0 40 0 0 0 0 231 78 42 1344 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: 978 0 40 0 0 0 0 231 78 42 1344 0 Added Vol: 0 0 0 0 0 0 0 21 0 0 693 0 PasserByVol: 194 0 7 0 0 234 26 56 17 16 211 0 Initial Fut: 1172 0 47 0 0 234 26 308 95 58 2248 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: 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 PHF Volume: 1267 0 51 0 0 260 29 342 106 60 2315 0 Reduct Vol: 0 0 0 0 0 117 0 0 0 0 0 0 Reduced Vol: 1267 0 51 0 0 143 29 342 106 60 2315 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 Final Vol.: 1267 0 51 0 0 143 29 342 106 60 2315 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.09 1.00 0.85 0.95 0.88 0.88 0.95 0.91 0.91 Lanes: 3.00 0.00 1.00 1.00 1.00 1.00 1.00 2.29 0.71 1.00 3.00 0.00 Final Sat.: 5264 0 1615 2065 1900 1615 1805 3826 1180 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.03 0.00 0.00 0.09 0.02 0.09 0.09 0.03 0.45 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.25 0.25 0.00 0.00 0.28 0.03 0.36 0.36 0.10 0.43 0.43 Volume/Cap: 0.96 0.00 0.13 0.00 0.00 0.32 0.53 0.25 0.25 0.33 1.04 0.00 Uniform Del: 37.0 0.0 29.0 0.0 0.0 28.4 47.8 22.5 22.5 41.9 28.5 0.0 IncremntDel: 16.7 0.0 0.1 0.0 0.0 0.4 9.9 0.1 0.1 1.1 29.8 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: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 53.7 0.0 29.2 0.0 0.0 28.8 57.7 22.6 22.6 43.0 58.3 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: 53.7 0.0 29.2 0.0 0.0 28.8 57.7 22.6 22.6 43.0 58.3 0.0 LOS by Move: D A C A A C E C C D E A HCM2kAvgQ: 18 0 1 0 0 4 2 4 4 2 36 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 19:21:15 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #44 ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.267 Loss Time (sec): 83 (Y+R=4.0 sec) Average Delay (sec/veh): 37.1 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: Split Phase Split Phase Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 17 17 17 0 0 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 0 0 0 55 45 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: 0 0 0 0 0 0 0 55 45 0 0 0 Added Vol: 0 0 0 0 0 0 0 75 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 22 61 0 0 0 Initial Fut: 0 0 0 0 0 0 0 152 106 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: 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 164 114 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 164 114 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 Final Vol.: 0 0 0 0 0 0 0 164 114 0 0 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 1.00 1.00 1.00 1.00 0.95 0.85 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 Final Sat.: 0 0 0 0 0 0 0 3610 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.07 0.00 0.00 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.17 0.00 0.00 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.27 0.42 0.00 0.00 0.00 Uniform Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.1 37.1 0.0 0.0 0.0 IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.0 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: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.3 38.1 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: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.3 38.1 0.0 0.0 0.0 LOS by Move: A A A A A A A D D A A A HCM2kAvgQ: 0 0 0 0 0 0 0 2 4 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Mon Jul 31, 2006 13:31:05 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Gull / Forbes ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.000 Loss Time (sec): 9 (Y+R=3.0 sec) Average Delay (sec/veh): 48.7 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Street Name: Gull Forbes 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 Ovl Include Ovl Min. Green: 0 0 0 10 0 10 6 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 86 0 74 102 134 0 0 408 602 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 86 0 74 102 134 0 0 408 602 Added Vol: 0 0 0 36 0 60 665 0 0 0 0 27 PasserByVol: 0 0 0 19 0 3 2 7 0 0 1 6 Initial Fut: 0 0 0 141 0 137 769 141 0 0 409 635 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 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 152 0 147 854 157 0 0 454 706 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 152 0 147 854 157 0 0 454 706 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 Final Vol.: 0 0 0 152 0 147 854 157 0 0 454 706 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 1.00 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1615 1805 3610 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.09 0.47 0.04 0.00 0.00 0.24 0.44 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.57 0.47 0.81 0.00 0.00 0.34 0.44 Volume/Cap: 0.00 0.00 0.00 0.84 0.00 0.16 1.00 0.05 0.00 0.00 0.71 1.00 Uniform Del: 0.0 0.0 0.0 44.2 0.0 10.0 26.3 1.9 0.0 0.0 28.9 28.2 IncremntDel: 0.0 0.0 0.0 28.0 0.0 0.1 30.9 0.0 0.0 0.0 3.7 33.9 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: 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 72.2 0.0 10.1 57.2 1.9 0.0 0.0 32.6 62.1 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: 0.0 0.0 0.0 72.2 0.0 10.1 57.2 1.9 0.0 0.0 32.6 62.1 LOS by Move: A A A E A B E A A A C E HCM2kAvgQ: 0 0 0 7 0 2 34 1 0 0 13 29 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA 2015 PM + Project Thu Jun 22, 2006 19:21:54 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Grandview / E. Grand ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.490 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): 20.1 Optimal Cycle: 34 Level Of Service: C ******************************************************************************** Street Name: Grandview E. Grand 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 Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 1 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 13 0 542 121 67 0 0 217 5 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 13 0 542 121 67 0 0 217 5 Added Vol: 0 0 0 4 0 479 139 31 0 0 18 2 PasserByVol: 0 0 0 1 0 -13 6 65 0 0 354 7 Initial Fut: 0 0 0 18 0 1008 266 163 0 0 589 14 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 20 0 0 296 181 0 0 654 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 20 0 0 296 181 0 0 654 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 20 0 0 296 181 0 0 654 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 0.92 0.92 1.00 1.00 1.00 0.85 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.86 1.14 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1805 0 1900 3257 1996 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.09 0.09 0.00 0.00 0.34 0.01 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.02 0.00 0.00 0.19 0.19 0.00 0.00 0.70 0.70 Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.00 0.49 0.49 0.00 0.00 0.49 0.01 Uniform Del: 0.0 0.0 0.0 48.3 0.0 0.0 36.5 36.5 0.0 0.0 6.8 4.5 IncremntDel: 0.0 0.0 0.0 9.0 0.0 0.0 0.4 0.4 0.0 0.0 0.3 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 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 57.3 0.0 0.0 36.9 36.9 0.0 0.0 7.0 4.5 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 57.3 0.0 0.0 36.9 36.9 0.0 0.0 7.0 4.5 LOS by Move: A A A E A A D D A A A A HCM2kAvgQ: 0 0 0 1 0 0 5 5 0 0 9 0 ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KORVE, OAKLAND, CA Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage1of12 Thespecificpurposesofthischapterarethefollowing: (a)Implementaprogramdesignedtoreducetheamountoftrafficgeneratedbynewnonresidential development,andtheexpansionofexistingnonresidentialdevelopment,pursuanttothecityspolicepowerand necessaryinordertoprotectthepublichealth,safetyandwelfare. (b)Ensurethatexpectedincreasesintrafficresultingfromgrowthinemploymentopportunitiesinthecityof SouthSanFranciscowillbeadequatelymitigated. (c)Reducedrive-alonecommutetripsduringpeaktrafficperiodsbyusingacombinationofservices, incentives,andfacilities. (d)Promotethemoreefficientutilizationofexistingtransportationfacilitiesandensurethatnew developmentsaredesignedinwaystomaximizethepotentialforalternativetransportationusage. (e)EstablishminimumTDMrequirementsforallnewnonresidentialdevelopment. (f)Allowreducedparkingrequirementsforprojectsimplementingtherequirementsofthischapter. (g)Establishanongoingmonitoringandenforcementprogramtoensurethatthemeasuresareimplemented. (Ord.1300§1(part),2001) (a)Area.Therequirementsofthischaptershallapplytoalllandswithinthejurisdictionofthecity. (b)Projects.Therequirementsofthischapterapplytoallnonresidentialdevelopmentexpectedtogenerate onehundredormoreaveragedailytrips,basedontheInstituteofTrafficEngineers(ITE)tripgenerationratesor aprojectseekingafloorarearatio(FAR)bonus.(Ord.1300§1(part),2001) Table20.120.030-Aestablishesthespecificprogramrequirementsforaprojectgeneratingonehundredor moretripsoraprojectseekingafloorarearatio(FAR)bonus.Therequiredalternativemodeuseforallprojects istwenty-eightpercentandapplicantswhoproposeprojectswithincreasedFARwouldberequiredtoincrease theiralternativemodeuseaccordingly.Therequirementsaredescribedinthesubsectionsbelow.(Ord.1300§1 (part),2001) Table20.120.030-A:ApplicabilityofTOMRequirements TripsGeneratedbyRequiredPercentAnnualTriennialFinancialPenalty ProjectorProjectMeasuresAlternativeModeSurveyReportforNon- RequestinganFARUseRequiredcompliance Bonus http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage2of12 Projectwith>thanYes28YesNoNo 100averagedaily trip ProjectrequestingYesSeeTableYesYesYes anFARbonus*20.120.020-C *RefertoTable20.120.30-CforFARbonusrequirements. (a)RequiredandAdditionalMeasures.Allprojectsgeneratingonehundredormoretripsshallprepareand submitapreliminaryTDMplanthatincludesallrequiredmeasuresandadditionalmeasuresnecessarytoachieve aminimumtwenty-eightpercentalternativemodeuse,asprescribedinTable20.120.030-B.RefertoSection 20.120.040:RequiredMeasuresand20.120.050:AdditionalMeasures,foradescriptionofthemeasures. Table20.120.030-B:SummaryofProgram Requirements RequiredMeasuresAdditionalMeasuresChosen forallProjectsbyApplicanttoMeetthe Generating100orRequiredAlternativeMode MoreTripsUse(atleastonemeasure requiredofallprojects) A.BicycleParking,A.AlternativeCommute Long-TermSubsidies/Parkingcashout B.BicycleParking,B.BicycleConnections Short-Term C.CarpoolandC.CompressedWorkWeek Vanpool RidematchingService D.DesignatedD.Flextime EmployerContact E.DirectRoutetoE.LandDedicationfor TransitTransitFacilities/BusShelter F.FreeParkingforF.OnsiteAmenities CarpoolandVanpools G.GuaranteedRideG.PaidparkingatPrevalent HomeMarketRates H.InformationH.Telecommuting Boards/Kiosks http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage3of12 I.PassengerLoadingI.ReducedParking Zones J.PedestrianJ.Othermeasuresas ConnectionsdeterminedbytheChief Plannerconsistentwith(B) below K.Preferential CarpoolandVanpool Parking L.Promotional Programs M.Showers/Clothes Lockers N.ShuttleProgram O.Transportation Management Association Participation (b)ProjectsSeekinganFARBonus.ProjectsseekinganFARbonusshallprepareandsubmitapreliminary TDMplanthatincludesallrequiredmeasures,anycombinationofadditionalmeasures,andanyothermeasures thathaveademonstrableeffectofreducingthenumberoftripsgeneratedasdeterminedbythechiefplannerand asapprovedbytheplanningcommission.Table20.120.030-CprescribesthemaximumallowableFARunder theseintensityprovisionsandTable20.120.030-Dprescribestherequiredalternativemodeusebasedonthe FAR. Table20.120.030-C:MaximumAllowableFAR GeneralPlanBaseMaximumMaximum LandUseFARFARwithPermitted ClassificationTDMPlan*FARinthe General Plan* Office1.02.32.5 Business0.50.91.0 Commercial1.21.82.0 Hotels0.50.91.0 Businessand0.50.91.0 TechnologyPark 1.21.82.0 Coastal http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage4of12 Commercial Hotels *Thegeneralplanestablishesamaximumfloorarearatio(FAR)(Table2.2-1intheSouthSanFrancisco GeneralPlan).ColumntwoindicatesthemaximumfloorarearatiopermittedwiththeTDMbonus.Column threeindicatesthemaximumpermittedfloorarearatiowiththecombinedTDMbonusanddesignbonuses. (c)AlternativeModeUseRequiredforanFARBonus.ThealternativemodeuserequiredforbonusFAR undertheseintensityprovisionsisprescribedinTable20.120.030-D. Table20.120.030-D:AlternativeModeUse RequirementsforanFARBonus GeneralPlanLandUseRequestedAlternative ClassificationFARModeUse Required (Percent) Office1.10-1.5930.0 1.60-1.9936.5 2.00-2.3045.0 Business0.51-0.6930.0 Commercial/Coastal 0.70-0.8032.0 CommercialorBusiness 0.81-0.9035.0 TechnologyPark Hotel(Ineither1.21-1.4930.0 BusinessCommercialor 1.50-1.6932.0 CoastalCommercial) 1.70-1.8035.0 (d)TDMPlansRequired.PursuanttoSection20.120.060andSection20.120.070,allprojectsshallsubmita preliminaryandfinalTDMplan.Saidplansmustdemonstratethat,uponimplementation,theywillachievethe requiredalternativemodeuse. (e)Guidelines.TDMguidelinesregardingtherangeofalternativemodeuseachievablefromeachadditional measureareavailablefromtheplanningdivision. (f)MonitoringandEnforcement.ProjectswillbemonitoredpursuanttoSection20.120.100toensurethe alternativemodeuseisachieved.Applicantshallberequired,asaconditionofapproval,toreimbursethecityfor costsincurredinmaintainingandenforcingtheTDMprogramfortheapprovedproject.(Ord.1300§1(part), 2001) http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage5of12 Allnonresidentialdevelopmentshallimplementthefollowingmeasures: (a)BicycleParking,Long-Term.Theapplicantshalldeterminetheappropriatenumberofbicyclespaces basedontherequiredalternativemodeuseandsubjecttoreviewandapprovalbythechiefplanner.Bicycle parkingshallbelocatedwithinseventy-fivefeetofamainentrancetothebuildingandalllong-termspacesmust becovered.Long-termbicycleparkingshallbeachievedbyprovidingoneormoreofthefollowingmeasures: (1)Parkinginalocked,controlledaccessroomorareaenclosedbyafencewithalockedgate; (2)Lockers; (3)Parkingwithinvieworwithinonehundredfeetofanattendantorsecurityguard; (4)Parkinginanareathatismonitoredbyasecuritycamera; (5)Providingfixedstationaryobjectsthatallowthebicycleframeandbothwheelstobelockedwitha bicycle-lockingdeviceorthebicyclistsupplyingonlyalockandsix-footcable. (b)BicycleParking,Short-Term.Theapplicantshalldeterminetheappropriatenumberofbicyclespaces basedontherequiredalternativemodeuseandsubjecttoreviewandapprovalbythechiefplanner.Ifmorethan tenshort-termspacesarerequiredatleastfiftypercentmustbecovered.Bicycleparkingshallbelocatedwithin onehundredfeetofamainentrancetothebuilding.Securityshallbeachievedbyusingoneormoreofthesame methodsusedforsecuringlong-termbicycleparking. (c)CarpoolandVanpoolRidematchingServices.Thedesignatedemployercontactshallberesponsiblefor matchingpotentialcarpoolersandvanpoolersbyadministeringacarpool/vanpoolmatchingapplication.The applicationshallmatchemployeeswhomaybeabletocarpoolorvanpool. (d)DesignatedEmployerContact.Eachapplicantshalldesignateorrequiretenantstodesignateanemployee astheofficialcontactfortheTDMprogram.Thecityshallbeprovidedwithacurrentnameandphonenumber ofthedesignatedemployercontact.Thedesignatedemployercontactshalladministercarpoolandvanpool ridematchingservices,thepromotionalprograms,updateinformationontheinformationboards/kiosks,andbe theofficialcontactfortheadministrationoftheannualsurveyandtriennialreport. (e)DirectRoutetoTransit.Awell-lightedpathorsidewalkshallbeprovidedutilizingthemostdirectroute tothenearesttransitorshuttlestopfromthebuilding.RefertoFigure20.120.040. (f)FreeParkingforCarpoolsandVanpools.Thepreferentialparkingspacesshallbeprovidedfreeofcharge. (g)GuaranteedRideHome.Carpool,vanpoolandtransitridersshallbeprovidedwithguaranteedrideshome inemergencysituations.Ridesshallbeprovidedeitherbyatransportationserviceprovider(taxiorrentalcar)or aninformalpolicyusingcompanyvehicles/andordesignatedemployees. (h)InformationBoards/Kiosks.Thedesig-natedemployercontactshalldisplayinapermanentlocationthe followinginformation:transitroutesandschedules;carpoolingandvanpoolinginformation;bicyclelanes,routes andpathsandfacilityinformation;andalternativecommutesubsidyinformation. (i)PassengerLoadingZones.Passengerloadingzonesforcarpoolandvanpooldrop-offshallbelocatednear themainbuildingentrance. (j)PedestrianConnections.Safe,convenientpedestrianconnectionsshallbeprovidedfromtheprojectto surroundingexternalstreetsand,ifapplicable,trails.Lighting,landscapingandbuildingorientationshouldbe designedtoenhancepedestriansafety. (k)PreferentialCarpoolandVanpoolParking.Tenpercentofvehiclespacesshallbereservedforcarpoolsor vanpools,withaminimumofonespacerequired.Suchspacesshallbeprovidedinpremiumandconvenient locations. (l)PromotionalPrograms.Thefollowingpromotionalprogramsshallbepromotedandorganizedbythe designatedemployercontact:newtenantandemployeeorientationpacketsontransportationalternatives;flyers, http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage6of12 posters,brochures,andemailsoncommutealternatives;transportationfairs;SparetheAir(June?October); RideshareWeek(October);tripplanningassistance-routesandmaps. (m)Showers/ClothesLockers.Showerandclotheslockerfacilitiesshallbeprovidedfreeofcharge. (n)ShuttleProgram.Establishashuttleprogramorparticipateinanexistingprogramapprovedbythechief plannerandsubjecttoanyfeesfortheexistingprogram. (o)TransportationManagementAssociation(TMA).Theapplicantshallparticipateorrequiretenantto participateinalocalTMA,thePeninsulaCongestionReliefAlliance(Alliance)orasimilarorganization approvedbythechiefplanner,thatprovidesongoingsupportforalternativecommuteprograms.(Ord.1300§1 (part),2001) http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage7of12 Thechiefplannerandtheplanningcommissionshalldeterminetheappropriatenessofeachadditional http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage8of12 measurechosenbytheapplicant.SeealsoSection20.120.070:ReviewandApprovalProcess. (a)AlternativeCommuteSubsides/ParkingCashOut.Employeesshallbeprovidedwithasubsidy, determinedbytheapplicantandsubjecttoreviewbythechiefplanneriftheyusetransitorcommutebyother alternativemodes. (b)BicycleConnections.Ifasiteisabuttingabicyclepath,laneorrouteaccordingtoFigure20.120.040,a bicycleconnectionshallbeprovidedclosetoanentrancetothebuildingonthesite. (c)CompressedWorkWeek.Theapplicantshallallowemployeesorrequiretheirtenantstoallowemployees toadjusttheirworkscheduleinordertocompletethebasicworkrequirementoffiveeight-hourworkdaysby adjustingtheirscheduletoreducevehicletripstotheworksite. (d)Flextime.Theapplicantshallprovideorrequiretheirtenantstoprovideemployeeswithstaggeredwork hoursinvolvingashiftinthesetworkhoursofallemployeesattheworkplaceorflexibleworkhoursinvolving individuallydeterminedworkhours. (e)LandDedicationforTransit/BusShelter.Whereappropriate,landshallbededicatedfortransitorabus sheltershallbeprovidedbasedontheproximitytoatransitrouteshownonFigure20.120.050. (f)OnsiteAmenities.Oneormoreofthefollowingamenitiesshallbeimplemented:ATM,daycare, cafeteria,limitedfoodserviceestablishment,drycleaners,exercisefacilities,convenienceretail,postoffice,on- sitetransitpasssales. (g)PaidParkingatPrevalentMarketRates.Parkingshallbeprovidedatacostequaltotheprevalentmarket rate,asdeterminedbythecitybasedonasurveyofparkinginNorthSanMateoCounty. (h)Telecommuting.Theapplicantshallprovideorrequiretenantstoprovideopportunitiesandtheabilityto workoff-site. (i)ReducedParking.InaccordancewithGeneralPlanPolicy4.3-1-8,reducedparking,consistentwith projectedtripreductionidentifiedinthepreliminaryTDMplan,maybepermittedsubjecttoapprovalbythe planningcommission. (j)OtherMeasures.Additionalmeasuresnotlistedinthischapter,suchaschildcarefacilitiesandanin-lieu feethatwouldbenegotiatedinadevelopmentagreementwiththecity,maybeimplementedasdeterminedby thechiefplannerandapprovedbytheplanningcommission.Oncetheplanningcommissionapprovesthe preliminaryTDMplan,thechiefplannermayrecommendadditionalmeasureseitheraspartofthefinalTDM planoraspartofthetriennialreviewprocess.(Ord.1323Exh.B(part),2003;Ord.1300§1(part),2001) http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage9of12 http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage10of12 Allprojectsgeneratingonehundredormoretripsshallsubmitthefollowinginformationinconjunctionwith thedevelopmentapplication: (a)PreliminaryTDMPlan. (1)AcompletedchecklistoftherequiredmeasurespursuanttoSection20.120.040. (2)AcompletedchecklistoftheadditionalmeasureschosenbytheapplicantpursuanttoSection20.120.050. (3)Adescriptionofhowtheapplicablealternativemodeusewillbeachievedandmaintainedoverthelifeof theproject,including,butnotlimitedto,thetripreductiongoalstargetedforthevariousTDMmeasures. (4)TDMSitePlan.Allapplicantsshallsubmitasiteplanthatdesignates,ifapplicable,TDMdesignelements including: (A)External:preferentialparkingareas,paidparkingareas,bicycleconnections,bicycleparkinglong-and short-term,locationofonsiteamenities,passengerloadingareas,landdedicatedfortransitfacilitiesandbus shelters,directroutetotransit,andpedestrianconnections. (B)Internal:showers/lockers,informationboards/kiosks,ATM,drycleaners,daycare,convenienceretail, postoffice,cafeteria,limitedfoodserviceestablishment,exercisefacilities,onsitetransitpasssales. (b)ProgramCosts.Allprojectsshallberequiredtoreimbursethecityforprogramcostsassociatedwith monitoringandenforcingtheTDMprogramfortheproject.(Ord.1300§1(part),2001) Thereviewandapprovalprocessforthischapterissetforthbelow. (a)AllProjects.Approvalofaconditionalusepermitisrequiredforallnonresidentialdevelopmentssubject totheprovisionsofthischapter. (b)RequiredFindings.InadditiontotherequirementsofChapter20.81:UsePermitProcedure,theplanning commissionshallmakethefollowingfindings: (1)TheproposedTDMmeasuresarefeasibleandappropriatefortheproject,consideringtheproposeduseor mixofusesandtheprojectslocation,size,andhoursofoperation;and (2)Whethertheproposedperformanceguaranteeswillensurethatthetargetalternativemodeuseestablished fortheprojectbythischapterwillbeachievedandmaintained. (c)ActionsByPlanningCommission.Priortoapprovalofausepermit,theplanningcommissionmay: (1)RejectthepreliminaryTDMplanbasedonthefindingsinsubsectionCandrequireapplicanttoresubmit preliminaryTDMplan; (2)ApprovealowerFARbonusbasedonthefindingsinsubsectionC;or (3)Imposeconditionsthatarenecessarytoachieveandmaintainthetargetalternativemodeuse. (d)FinalTDMPlan.TheapplicantshallmodifythepreliminaryTDMplanandsubmitthefinalTDMplan includingadditionalconditionsimposedbytheplanningcommissionaspartofthebuildingpermitprocess.Prior toreceivingabuildingpermit,thefinalTDMplanshallbereviewedandapprovedbythechiefplannertoensure allconditionsimposedbytheplanningcommissionhavebeenaddressed.(Ord.1300§1(part),2001) Anapplicantmayrequestawaiverorminordeviationfromtherequirementsofthischapter.Thechiefplanner shallreviewsuchrequestsanddeterminewhetheraparticularrequirementisnotapplicabletoaparticular nonresidentialdevelopmentorwhetheritmaybereduced,oranalternativeandequivalentmeasuresubstituted. http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage11of12 Priortoapprovalofausepermittheplanningcommissionshallimposeconditionsthatarenecessarytoachieve andmaintainthetargetalternativemodeuse.(Ord.1300§1(part),2001) Ausepermitmodificationshallberequiredwhenamajorchange?achangeistheadditionoftenpercentof thebuildingareaorachangeinuseclasses thattriggersatenpercentorgreaterincreaseintrips?occurs.(Ord.1300§1(part),2001) Allprojectsaresubjecttoanannualsurvey.ApplicantsseekinganFARbonusarealsosubjecttoatriennial reportandpenaltiesfornoncompliance. (a) AnnualSurveysforAllProjects. (1)Purpose.ThepurposeoftheannualsurveyistoreportonthecomplianceofaprojectwiththefinalTDM plan. (2)SurveyPreparation.Thecityorthecitysdesignatedrepresentativeshallprepareandadministerthe annualsurveyofparticipantsintheTDMprogram. (3)SurveySpecifications.Thesurveyshallbeusedtomonitorallprojects.Thesurveyadministratorshalluse statisticalsamplingtechniquesthatwillcreateaninety-fivepercentconfidenceinthefindings. (4)SurveyReport.Areportofthesurveyfindingsshallbepresentedannuallytotheplanningcommission andthecitycouncil. (b) TriennualReportsforApplicantsSeekinganFARBonus. (1)Purpose.Thepurposeofthetriennialreportistoencouragealternativemodeuseandtodocumentthe effectivenessofthefinalTDMplaninachievingtherequiredalternativemodeuse. (2)TriennialReportPreparation.Thetriennialreportwillbepreparedbyanindependentconsultant,retained bycityandpaidforbyapplicant,whowillworkinconcertwiththedesignatedemployercontact. (3)Submittal.Thetriennialreportshallbesubmittedeverythreeyearsontheanniversarydateofthegranting ofthecertificateofoccupancyforabuildingorfacility. (4)ResponseRate.Theinformationforthetriennialreportshallbeobtainedfromallemployeesworkingin thebuildings.Allnonresponseswillbecountedasadrivealonetrip. (5)RequiredAlternativeModeUse.Thetriennialreportshallstatewhetherthenonresidentialdevelopment hasorhasnotachieveditsrequiredpercentalternativemodeuse.Ifthedevelopmenthasnotachievedthe requiredalternativemodeuse,theapplicantshallprovideanexplanationofhowandwhythegoalhasnotbeen reachedandadetaileddescriptionofadditionalmeasuresthatwillbeadoptedinthecomingyeartoattainthe requiredalternativemodeuse.Anyandalladditionalmeasuresmustincludeanimplementationscheduleby month. (6)HistoricalComparison.Thetriennialreportshallincludeacomparisontohistoricalresponsesonthe surveyandifamodesharehaschangedsignificantly,adetaileddescriptionastowhythemodesharehas changed. (7)CityReview.Thechiefplannershallreviewalltriennialreports.Ifatanytimethereportsindicatefailure toachievethestatedpolicygoals,thosereportswillbesubmittedtothecitycouncil. (8)PenaltyforNoncompliance.Ifaftertheinitialtriennialreport,thesubsequenttriennialreportindicates http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006 Chapter20.120TRANSPORTATIONDEMANDMANAGEMENTPage12of12 that,inspiteofthechangesinthefinalTDMplan,therequiredalternativemodeuseisstillnotbeingachieved, orifanapplicantfailstosubmitatriennialreportatthetimesdescribedabove,thecitymayassessapplicanta penalty.Thepenaltyshallbeestablishedbycitycouncilresolutiononthebasisofprojectsizeandactual percentagealternativemodeuseascomparedtothepercentalternativemodeuseestablishedintheTDMplan. (9)ApplicationofthePenalty.Indeterminingwhetherafinancialpenaltyisappropriate,thecitymay considerwhethertheapplicanthasmadeagoodfaithefforttoachievetherequiredalternativemodeuse.Ifa penaltyisimposed,suchpenaltysumsshallbeusedbythecitytowardtheimplementationofthefinalTDM plan.(Ord.1300§1(part),2001) InaccordancewithChapter20.90:AppealProcedure,anapplicantmayappealanadministrativedecisionto theplanningcommissionandiftheapplicantisnotsatisfiedwiththedecisionoftheplanningcommission,the applicantmayappealthedecisiontothecitycouncil. http://qcode.us/codes/southsanfrancisco/view.php?topic=20-20_120&showAll=1&frames=...8/21/2006