Cities Index.
Agenda packet

San Carlos City Council
January 26, 2026

Document
Agenda packet
Meeting
January 26, 2026
Body
San Carlos City Council
Pages
2
Original file
294.5 MB
Text extracted from the city's file for reading and search. Open the original on cityofsancarlos.primegov.com. That file is the official record.

January 26, 2026 Packet Pg. 1079
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 47Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 2 11 3 7 16 30 2 71 9 8 41 7Future Volume (vph) 2 11 3 7 16 30 2 71 9 8 41 7Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88Hourly flow rate (vph) 2 12 3 8 18 34 2 81 10 9 47 8Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 17 60 93 64Volume Left (vph) 2 8 2 9Volume Right (vph) 3 34 10 8Hadj (s) -0.05 -0.28 -0.03 -0.01Departure Headway (s) 4.2 4.0 4.1 4.1Degree Utilization, x 0.02 0.07 0.11 0.07Capacity (veh/h) 808 867 850 846Control Delay (s) 7.3 7.3 7.6 7.5Approach Delay (s) 7.3 7.3 7.6 7.5Approach LOS A A A AIntersection SummaryDelay 7.5Level of Service AIntersection Capacity Utilization 25.2% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 49IntersectionInt Delay, s/veh 2.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 25 0 13 49 58 2 7 6 8 6 3Future Vol, veh/h 4 25 0 13 49 58 2 7 6 8 6 3Conflicting Peds, #/hr 9 0 11 15 0 13 11 0 15 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 5 29 0 15 58 68 2 8 7 9 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 139 0 0 44 0 0 193 223 59 197 189 116 Stage 1 - - - - - - 54 54 - 135 135 - Stage 2 - - - - - - 139 169 - 62 54 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1445 - - 1564 - - 767 676 1007 762 706 936 Stage 1 - - - - - - 958 850 - 868 785 - Stage 2 - - - - - - 864 759 - 949 850 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1427 - - 1542 - - 731 649 978 721 678 915Mov Cap-2 Maneuver - - - - - - 731 649 - 721 678 - Stage 1 - - - - - - 941 835 - 854 767 - Stage 2 - - - - - - 835 742 - 916 835 -Approach EB WB NB SBHCM Control Delay, s 1 0.8 9.8 10.1HCM LOS A BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 763 1427 - - 1542 - - 732HCM Lane V/C Ratio 0.023 0.003 - - 0.01 - - 0.027HCM Control Delay (s) 9.8 7.5 0 - 7.4 0 - 10.1HCM Lane LOS A A A - A A - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 January 26, 2026 Packet Pg. 1080
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 51IntersectionIntersection Delay, s/veh 8.4Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 11 20 10 6 19 49 16 169 20 11 80 12Future Vol, veh/h 11 20 10 6 19 49 16 169 20 11 80 12Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Heavy Vehicles, % 222222222222Mvmt Flow 12 21 11 6 20 52 17 180 21 12 85 13Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 8 7.8 8.8 8.1HCM LOS A A A ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 8% 27% 8% 11%Vol Thru, % 82% 49% 26% 78%Vol Right, % 10% 24% 66% 12%Sign Control Stop Stop Stop StopTraffic Vol by Lane 205 41 74 103LT Vol 16 11 6 11Through Vol 169 20 19 80RT Vol 20 10 49 12Lane Flow Rate 218 44 79 110Geometry Grp 1111Degree of Util (X) 0.26 0.057 0.095 0.134Departure Headway (Hd) 4.289 4.665 4.336 4.395Convergence, Y/N Yes Yes Yes YesCap 840 769 827 817Service Time 2.306 2.688 2.358 2.415HCM Lane V/C Ratio 0.26 0.057 0.096 0.135HCM Control Delay 8.8 8 7.8 8.1HCM Lane LOS A A A AHCM 95th-tile Q 1 0.2 0.3 0.5 HCM 6th TWSC26: El Camino Real & Morse Boulevard 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 53IntersectionInt Delay, s/veh 1Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 14 32 48 877 921 30Future Vol, veh/h 14 32 48 877 921 30Conflicting Peds, #/hr 6 6 6 0 0 6Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 94 94 94 94 94 94Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 15 34 51 933 980 32Major/Minor Minor2 Major1 Major2Conflicting Flow All 1577 518 1018 0 - 0 Stage 1 1002 - ---- Stage 2 575 -----Critical Hdwy 6.29 7.14 5.34 - - -Critical Hdwy Stg 1 6.64 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.67 3.92 3.12 - - -Pot Cap-1 Maneuver 125 430 384 - - - Stage 1 247 ----- Stage 2 510 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 107 425 382 - - -Mov Cap-2 Maneuver 107 - - - - - Stage 1 213 ----- Stage 2 507 -----Approach EB NB SBHCM Control Delay, s 25.6 0.8 0HCM LOS DMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 382 - 223 - -HCM Lane V/C Ratio 0.134 - 0.219 - -HCM Control Delay (s) 15.9 - 25.6 - -HCM Lane LOS C - D - -HCM 95th %tile Q(veh) 0.5 - 0.8 - - January 26, 2026 Packet Pg. 1081
HCM 6th AWSC
27: Elm Street & Brittan Avenue 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 55IntersectionIntersection Delay, s/veh 15.7Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 17 381 9 16 434 9 16 53 25 9 43 12Future Vol, veh/h 17 381 9 16 434 9 16 53 25 9 43 12Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Heavy Vehicles, % 222222222222Mvmt Flow 18 397 9 17 452 9 17 55 26 9 45 13Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 15.5 17.6 10.5 10.2HCM LOS C C B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 17% 4% 3% 14%Vol Thru, % 56% 94% 95% 67%Vol Right, % 27% 2% 2% 19%Sign Control Stop Stop Stop StopTraffic Vol by Lane 94 407 459 64LT Vol 16 17 16 9Through Vol 53 381 434 43RT Vol 25 9 9 12Lane Flow Rate 98 424 478 67Geometry Grp 1111Degree of Util (X) 0.168 0.6 0.668 0.117Departure Headway (Hd) 6.167 5.092 5.027 6.296Convergence, Y/N Yes Yes Yes YesCap 580 708 717 567Service Time 4.222 3.126 3.06 4.354HCM Lane V/C Ratio 0.169 0.599 0.667 0.118HCM Control Delay 10.5 15.5 17.6 10.2HCM Lane LOS B C C BHCM 95th-tile Q 0.6 4 5.1 0.4 HCM 6th TWSC28: Walnut Street & Brittan Avenue 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 57IntersectionInt Delay, s/veh 0.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 8 402 3 10 455 5 0 2 5 7 1 7Future Vol, veh/h 8 402 3 10 455 5 0 2 5 7 1 7Conflicting Peds, #/hr 10 0 4 3 0 9 4 0 3 9 0 10Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 8 414 3 10 469 5 0 2 5 7 1 7Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 484 0 0 421 0 0 942 940 429 946 939 492 Stage 1 - - - - - - 436 436 - 502 502 - Stage 2 - - - - - - 506 504 - 444 437 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1079 - - 1138 - - 243 264 626 241 264 577 Stage 1 - - - - - - 599 580 - 552 542 - Stage 2 - - - - - - 549 541 - 593 579 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1069 - - 1134 - - 232 254 618 229 254 566Mov Cap-2 Maneuver - - - - - - 232 254 - 229 254 - Stage 1 - - - - - - 591 572 - 542 530 - Stage 2 - - - - - - 529 529 - 575 571 -Approach EB WB NB SBHCM Control Delay, s 0.2 0.2 13.4 16.8HCM LOS B CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 438 1069 - - 1134 - - 320HCM Lane V/C Ratio 0.016 0.008 - - 0.009 - - 0.048HCM Control Delay (s) 13.4 8.4 0 - 8.2 0 - 16.8HCM Lane LOS B A A - A A - CHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2 January 26, 2026 Packet Pg. 1082
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 59Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 42 348 26 41 408 72 49 116 75 31 64 22Future Volume (veh/h) 42 348 26 41 408 72 49 116 75 31 64 22Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 0.94 0.91 0.96 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 45 370 16 44 434 66 52 123 47 33 68 9Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Percent Heavy Veh, % 222222222222Cap, veh/h 386 1024 44 54 615 94 126 230 78 149 271 31Arrive On Green 0.22 0.58 0.58 0.03 0.39 0.39 0.22 0.22 0.22 0.22 0.22 0.22Sat Flow, veh/h 1781 1779 77 1781 1580 240 260 1031 347 346 1212 139Grp Volume(v), veh/h 45 0 386 44 0 500 222 0 0 110 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1856 1781 0 1820 1638 0 0 1697 0 0Q Serve(g_s), s 1.3 0.0 7.2 1.6 0.0 15.0 3.3 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 1.3 0.0 7.2 1.6 0.0 15.0 7.7 0.0 0.0 3.2 0.0 0.0Prop In Lane 1.00 0.04 1.00 0.13 0.23 0.21 0.30 0.08Lane Grp Cap(c), veh/h 386 0 1068 54 0 709 435 0 0 451 0 0V/C Ratio(X) 0.12 0.00 0.36 0.81 0.00 0.71 0.51 0.00 0.00 0.24 0.00 0.00Avail Cap(c_a), veh/h 386 0 1068 227 0 709 575 0 0 589 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.70 0.00 0.70 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 20.5 0.0 7.4 31.3 0.0 16.7 22.5 0.0 0.0 20.8 0.0 0.0Incr Delay (d2), s/veh 0.0 0.0 1.0 13.7 0.0 4.1 0.3 0.0 0.0 0.2 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.5 0.0 2.6 0.9 0.0 6.4 2.9 0.0 0.0 1.4 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 20.5 0.0 8.4 45.1 0.0 20.8 22.8 0.0 0.0 21.1 0.0 0.0LnGrp LOS C A A D A C C A A C A AApproach Vol, veh/h 431 544 222 110Approach Delay, s/veh 9.6 22.8 22.8 21.1Approach LOS A C C CTimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 18.2 5.7 41.1 18.2 17.8 29.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 20.3 8.3 25.3 20.3 8.3 25.3Max Q Clear Time (g_c+I1), s 9.7 3.6 9.2 5.2 3.3 17.0Green Ext Time (p_c), s 0.7 0.0 0.4 0.4 0.0 0.5Intersection SummaryHCM 6th Ctrl Delay 18.3HCM 6th LOS B HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 02/08/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 61Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 88 321 46 239 337 161 71 658 62 211 681 69Future Volume (veh/h) 88 321 46 239 337 161 71 658 62 211 681 69Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 92 334 33 249 351 138 74 685 45 220 709 57Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Percent Heavy Veh, % 222222222222Cap, veh/h 115 438 45 363 553 402 94 1361 606 272 1968 157Arrive On Green 0.16 0.16 0.16 0.26 0.26 0.26 0.05 0.38 0.38 0.16 0.82 0.82Sat Flow, veh/h 700 2674 275 1416 2160 1570 1781 3554 1581 3456 4812 384Grp Volume(v), veh/h 241 0 218 316 284 138 74 685 45 220 500 266Grp Sat Flow(s),veh/h/ln 1835 0 1813 1800 1777 1570 1781 1777 1581 1728 1702 1792Q Serve(g_s), s 16.5 0.0 14.8 20.6 18.4 9.3 5.3 19.2 2.3 8.0 4.9 5.0Cycle Q Clear(g_c), s 16.5 0.0 14.8 20.6 18.4 9.3 5.3 19.2 2.3 8.0 4.9 5.0Prop In Lane 0.38 0.15 0.79 1.00 1.00 1.00 1.00 0.21Lane Grp Cap(c), veh/h 300 0 297 461 455 402 94 1361 606 272 1392 733V/C Ratio(X) 0.80 0.00 0.73 0.69 0.62 0.34 0.79 0.50 0.07 0.81 0.36 0.36Avail Cap(c_a), veh/h 449 0 444 461 455 402 164 1361 606 478 1392 733HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.93 0.00 0.93 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 52.3 0.0 51.7 43.6 42.8 39.4 60.9 30.7 25.5 53.8 7.4 7.4Incr Delay (d2), s/veh 4.8 0.0 2.4 8.1 6.3 2.3 5.4 1.3 0.2 2.2 0.7 1.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 8.0 0.0 7.0 10.2 8.9 3.9 2.5 8.4 0.9 3.3 1.6 1.8Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 57.2 0.0 54.1 51.7 49.1 41.7 66.3 32.0 25.7 56.0 8.2 8.8LnGrp LOS E A DDDDECCEAAApproach Vol, veh/h 459 738 804 986Approach Delay, s/veh 55.7 48.8 34.8 19.0Approach LOS E D C BTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 9.9 57.7 37.0 13.2 54.3 25.5Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 12.0 37.5 33.3 18.0 31.5 31.8Max Q Clear Time (g_c+I1), s 7.3 7.0 22.6 10.0 21.2 18.5Green Ext Time (p_c), s 0.0 7.7 4.2 0.2 4.4 1.9Intersection SummaryHCM 6th Ctrl Delay 36.3HCM 6th LOS D January 26, 2026 Packet Pg. 1083
HCM 6th TWSC
1: Elm Street & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 2IntersectionInt Delay, s/veh 8.9Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 229 34 115 385 122 73Future Vol, veh/h 229 34 115 385 122 73Conflicting Peds, #/hr 5 5 0 5 5 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 229 34 115 385 122 73Major/Minor Minor1 Major1 Major2Conflicting Flow All 635 318 0 0 505 0 Stage 1 313 ----- Stage 2 322 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 443 723 - - 1060 - Stage 1 741 ----- Stage 2 735 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 385 716 - - 1055 -Mov Cap-2 Maneuver 385 ----- Stage 1 737 ----- Stage 2 643 -----Approach WB NB SBHCM Control Delay, s 28.3 0 5.5HCM LOS DMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 409 1055 -HCM Lane V/C Ratio - - 0.643 0.116 -HCM Control Delay (s) - - 28.3 8.9 0HCM Lane LOS - - D A AHCM 95th %tile Q(veh) - - 4.4 0.4 - HCM 6th TWSC2: Walnut Street & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 4IntersectionInt Delay, s/veh 5.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 501 9 178 251 7 4 19 173 9 7 4Future Vol, veh/h 4 501 9 178 251 7 4 19 173 9 7 4Conflicting Peds, #/hr 8 0 5 14 0 17 5 0 14 17 0 8Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 4 501 9 178 251 7 4 19 173 9 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 275 0 0 524 0 0 1152 1159 537 1255 1160 280 Stage 1 - - - - - - 528 528 - 628 628 - Stage 2 - - - - - - 624 631 - 627 532 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1288 - - 1043 - - 175 196 544 148 195 759 Stage 1 - - - - - - 534 528 - 471 476 - Stage 2 - - - - - - 473 474 - 471 526 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1267 - - 1029 - - 139 151 528 74 151 741Mov Cap-2 Maneuver - - - - - - 139 151 - 74 151 - Stage 1 - - - - - - 525 519 - 462 374 - Stage 2 - - - - - - 366 372 - 299 517 -Approach EB WB NB SBHCM Control Delay, s 0.1 3.8 21.9 42.8HCM LOS C EMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 406 1267 - - 1029 - - 115HCM Lane V/C Ratio 0.483 0.003 - - 0.173 - - 0.174HCM Control Delay (s) 21.9 7.8 0 - 9.2 0 - 42.8HCM Lane LOS C A A - A A - EHCM 95th %tile Q(veh) 2.6 0 - - 0.6 - - 0.6 January 26, 2026 Packet Pg. 1084
HCM 6th Signalized Intersection Summary
3: Laurel Street & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 12 653 20 89 362 20 9 18 197 55 38 40Future Volume (veh/h) 12 653 20 89 362 20 9 18 197 55 38 40Initial Q (Qb), veh 0 4 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.96 0.95 0.98 0.94Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 12 653 17 89 362 19 9 18 114 55 38 17Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 23 1339 36 144 587 31 34 32 161 104 67 24Arrive On Green 0.38 0.38 0.38 0.41 0.41 0.41 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 62 3557 97 348 1416 74 50 258 1302 526 538 195Grp Volume(v), veh/h 359 0 323 470 0 0 141 0 0 110 0 0Grp Sat Flow(s),veh/h/ln 1867 0 1850 1839 0 0 1610 0 0 1259 0 0Q Serve(g_s), s 20.8 0.0 18.5 28.2 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0Cycle Q Clear(g_c), s 20.8 0.0 18.5 28.2 0.0 0.0 11.6 0.0 0.0 12.5 0.0 0.0Prop In Lane 0.03 0.05 0.19 0.04 0.06 0.81 0.50 0.15Lane Grp Cap(c), veh/h 702 0 696 762 0 0 227 0 0 195 0 0V/C Ratio(X) 0.51 0.00 0.46 0.62 0.00 0.00 0.62 0.00 0.00 0.57 0.00 0.00Avail Cap(c_a), veh/h 702 0 696 762 0 0 376 0 0 335 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.33 0.00 0.00 0.99 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 34.0 0.0 33.3 32.3 0.0 0.0 59.0 0.0 0.0 58.8 0.0 0.0Incr Delay (d2), s/veh 2.6 0.0 2.2 1.2 0.0 0.0 2.7 0.0 0.0 2.6 0.0 0.0Initial Q Delay(d3),s/veh 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 10.5 0.0 9.3 13.0 0.0 0.0 5.0 0.0 0.0 3.9 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 36.7 0.0 35.6 33.5 0.0 0.0 61.7 0.0 0.0 61.4 0.0 0.0LnGrp LOS D A D C AAEAAEAAApproach Vol, veh/h 682 470 141 110Approach Delay, s/veh 36.2 33.5 61.7 61.4Approach LOS D C E ETimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 56.6 21.4 62.0 21.4Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 39.0 31.0 58.0 31.0Max Q Clear Time (g_c+I1), s 22.8 14.5 30.2 13.6Green Ext Time (p_c), s 4.1 0.5 3.4 0.7Intersection SummaryHCM 6th Ctrl Delay 39.8HCM 6th LOS D HCM 6th Signalized Intersection Summary4: El Camino Real & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 92 798 26 595 454 261 6 732 415 292 791 60Future Volume (veh/h) 92 798 26 595 454 261 6 732 415 292 791 60Initial Q (Qb), veh 0 0 0 000004000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 92 798 24 595 454 242 6 732 314 292 791 57Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 96 875 28 936 506 422 34 879 682 333 1068 77Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.04 0.49 0.49 0.10 0.32 0.32Sat Flow, veh/h 356 3244 102 3456 1870 1559 1781 3554 2756 3456 3361 242Grp Volume(v), veh/h 479 0 435 595 454 242 6 732 314 292 418 430Grp Sat Flow(s),veh/h/ln 1853 0 1850 1728 1870 1559 1781 1777 1378 1728 1777 1827Q Serve(g_s), s 35.6 0.0 31.4 21.2 32.7 18.8 0.5 24.8 10.4 11.7 29.4 29.4Cycle Q Clear(g_c), s 35.6 0.0 31.4 21.2 32.7 18.8 0.5 24.8 10.4 11.7 29.4 29.4Prop In Lane 0.19 0.06 1.00 1.00 1.00 1.00 1.00 0.13Lane Grp Cap(c), veh/h 500 0 499 936 506 422 34 879 682 333 565 581V/C Ratio(X) 0.96 0.00 0.87 0.64 0.90 0.57 0.18 0.83 0.46 0.88 0.74 0.74Avail Cap(c_a), veh/h 502 0 501 936 506 422 51 879 682 333 565 581HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00Upstream Filter(I) 0.82 0.00 0.82 1.00 1.00 1.00 0.91 0.91 0.91 1.00 1.00 1.00Uniform Delay (d), s/veh 50.3 0.0 48.8 45.0 49.2 44.1 66.3 32.9 29.5 62.4 42.6 42.6Incr Delay (d2), s/veh 26.1 0.0 12.6 3.3 21.2 5.6 0.8 8.3 2.0 21.8 8.5 8.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 20.2 0.0 16.4 9.7 18.4 8.0 0.2 9.4 3.5 6.1 14.1 14.5Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 76.4 0.0 61.4 48.3 70.4 49.6 67.2 41.2 32.0 84.2 51.1 50.9LnGrp LOS E A E D E D E D C F D DApproach Vol, veh/h 914 1291 1052 1140Approach Delay, s/veh 69.3 56.3 38.6 59.5Approach LOS E E D ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 7.1 49.0 42.0 17.0 39.1 41.9Change Period (Y+Rc), s 4.5 * 4.5 4.1 3.5 4.5 4.1Max Green Setting (Gmax), s 4.0 * 45 37.9 13.5 34.5 37.9Max Q Clear Time (g_c+I1), s 2.5 31.4 34.7 13.7 26.8 37.6Green Ext Time (p_c), s 0.0 4.3 2.3 0.0 3.7 0.1Intersection SummaryHCM 6th Ctrl Delay 55.6HCM 6th LOS ENotesUser approved ignoring U-Turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1085
HCM 6th Signalized Intersection Summary
5: Chestnut Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 6 1515 38 21 913 15 212 6 37 22 6 19Future Volume (veh/h) 6 1515 38 21 913 15 212 6 37 22 6 19Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.98 0.99 0.99 0.99 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 6 1515 38 21 913 15 212 6 27 22 6 19Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 43 2429 61 236 2514 41 339 7 34 205 66 144Arrive On Green 0.70 0.70 0.70 1.00 1.00 1.00 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 3 3456 86 333 3576 59 1245 35 159 689 310 678Grp Volume(v), veh/h 818 0 741 21 454 474 245 0 0 47 0 0Grp Sat Flow(s),veh/h/ln 1864 0 1682 333 1777 1858 1439 0 0 1678 0 0Q Serve(g_s), s 0.0 0.0 21.0 2.1 0.0 0.0 12.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 20.8 0.0 21.0 23.1 0.0 0.0 14.4 0.0 0.0 2.0 0.0 0.0Prop In Lane 0.01 0.05 1.00 0.03 0.87 0.11 0.47 0.40Lane Grp Cap(c), veh/h 1350 0 1182 236 1249 1306 381 0 0 415 0 0V/C Ratio(X) 0.61 0.00 0.63 0.09 0.36 0.36 0.64 0.00 0.00 0.11 0.00 0.00Avail Cap(c_a), veh/h 1350 0 1182 236 1249 1306 518 0 0 563 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.96 0.96 0.96 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 7.1 0.0 7.1 3.8 0.0 0.0 33.4 0.0 0.0 28.7 0.0 0.0Incr Delay (d2), s/veh 2.0 0.0 2.5 0.7 0.8 0.8 0.7 0.0 0.0 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 7.7 0.0 7.1 0.2 0.3 0.3 5.1 0.0 0.0 0.8 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.1 0.0 9.6 4.6 0.8 0.8 34.0 0.0 0.0 28.7 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 1559 949 245 47Approach Delay, s/veh 9.3 0.9 34.0 28.7Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 67.4 22.6 67.4 22.6Change Period (Y+Rc), s 4.1 3.5 4.1 3.5Max Green Setting (Gmax), s 54.4 28.0 54.4 28.0Max Q Clear Time (g_c+I1), s 23.0 4.0 25.1 16.4Green Ext Time (p_c), s 20.8 0.1 10.9 0.8Intersection SummaryHCM 6th Ctrl Delay 8.9HCM 6th LOS A HCM 6th Signalized Intersection Summary6: Elm Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 12Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 419 1019 122 38 644 9 91 74 46 9 82 205Future Volume (veh/h) 419 1019 122 38 644 9 91 74 46 9 82 205Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.95 1.00 0.95 0.99 0.98 0.99 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 419 1019 113 38 644 9 91 74 38 9 82 117Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 649 2368 262 386 2647 37 199 135 267 56 304 267Arrive On Green 0.74 0.74 0.74 1.00 1.00 1.00 0.17 0.17 0.17 0.17 0.17 0.17Sat Flow, veh/h 771 3207 355 496 3585 50 797 787 1557 69 1771 1557Grp Volume(v), veh/h 419 564 568 38 319 334 165 0 38 91 0 117Grp Sat Flow(s),veh/h/ln 771 1777 1786 496 1777 1858 1584 0 1557 1841 0 1557Q Serve(g_s), s 28.0 11.0 11.0 1.3 0.0 0.0 4.5 0.0 1.9 0.0 0.0 6.1Cycle Q Clear(g_c), s 28.0 11.0 11.0 12.3 0.0 0.0 8.3 0.0 1.9 3.8 0.0 6.1Prop In Lane 1.00 0.20 1.00 0.03 0.55 1.00 0.10 1.00Lane Grp Cap(c), veh/h 649 1312 1318 386 1312 1372 334 0 267 360 0 267V/C Ratio(X) 0.65 0.43 0.43 0.10 0.24 0.24 0.49 0.00 0.14 0.25 0.00 0.44Avail Cap(c_a), veh/h 649 1312 1318 386 1312 1372 594 0 536 670 0 536HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.68 0.68 0.68 0.96 0.96 0.96 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 6.8 4.5 4.5 1.0 0.0 0.0 34.1 0.0 31.6 32.4 0.0 33.4Incr Delay (d2), s/veh 3.4 0.7 0.7 0.5 0.4 0.4 0.4 0.0 0.1 0.1 0.0 0.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 4.2 3.5 3.5 0.1 0.2 0.2 3.3 0.0 0.7 1.7 0.0 2.3Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 10.1 5.2 5.2 1.5 0.4 0.4 34.5 0.0 31.7 32.6 0.0 33.8LnGrp LOS BAAAAACACCACApproach Vol, veh/h 1551 691 203 208Approach Delay, s/veh 6.5 0.5 34.0 33.3Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 70.8 19.2 70.8 19.2Change Period (Y+Rc), s 4.4 3.7 4.4 3.7Max Green Setting (Gmax), s 50.9 31.0 50.9 31.0Max Q Clear Time (g_c+I1), s 30.0 8.1 14.3 10.3Green Ext Time (p_c), s 14.7 0.5 7.8 0.7Intersection SummaryHCM 6th Ctrl Delay 9.2HCM 6th LOS A January 26, 2026 Packet Pg. 1086
HCM 6th Signalized Intersection Summary
7: Walnut Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 120 918 48 22 602 53 28 49 30 22 38 61Future Volume (veh/h) 120 918 48 22 602 53 28 49 30 22 38 61Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.95 0.97 0.96 0.97 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 120 918 48 22 602 50 28 49 30 22 38 59Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 661 2578 135 90 2300 189 91 138 70 73 96 120Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.15 0.15 0.15 0.15 0.15 0.15Sat Flow, veh/h 772 3426 179 64 3057 251 271 923 465 172 640 799Grp Volume(v), veh/h 120 476 490 346 0 328 107 0 0 119 0 0Grp Sat Flow(s),veh/h/ln 772 1777 1828 1728 0 1643 1660 0 0 1611 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 5.9 0.0 0.0Prop In Lane 1.00 0.10 0.06 0.15 0.26 0.28 0.18 0.50Lane Grp Cap(c), veh/h 661 1337 1376 1343 0 1236 299 0 0 288 0 0V/C Ratio(X) 0.18 0.36 0.36 0.26 0.00 0.26 0.36 0.00 0.00 0.41 0.00 0.00Avail Cap(c_a), veh/h 661 1337 1376 1343 0 1236 602 0 0 589 0 0HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.90 0.90 0.90 0.97 0.00 0.97 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 34.6 0.0 0.0 35.0 0.0 0.0Incr Delay (d2), s/veh 0.5 0.7 0.6 0.5 0.0 0.5 0.3 0.0 0.0 0.4 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.2 0.2 0.2 0.0 0.2 2.1 0.0 0.0 2.4 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 0.5 0.7 0.6 0.5 0.0 0.5 34.9 0.0 0.0 35.4 0.0 0.0LnGrp LOS AAAAAACAADAAApproach Vol, veh/h 1086 674 107 119Approach Delay, s/veh 0.6 0.5 34.9 35.4Approach LOS A A C DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 72.3 17.7 72.3 17.7Change Period (Y+Rc), s 4.6 * 4.2 4.6 * 4.2Max Green Setting (Gmax), s 50.4 * 31 50.4 * 31Max Q Clear Time (g_c+I1), s 2.0 7.9 2.0 7.0Green Ext Time (p_c), s 14.8 0.4 8.0 0.4Intersection SummaryHCM 6th Ctrl Delay 4.5HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary8: Laurel Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 16Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 148 763 103 54 586 21 28 37 43 19 47 54Future Volume (veh/h) 148 763 103 54 586 21 28 37 43 19 47 54Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.96 0.95 0.96 0.95Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 148 763 99 54 586 18 28 37 34 19 47 40Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 318 1594 208 193 2018 62 302 180 165 124 278 310Arrive On Green 1.00 1.00 1.00 0.71 0.71 0.71 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 375 2252 294 206 2852 87 1258 874 803 353 1353 1509Grp Volume(v), veh/h 464 0 546 311 0 347 28 0 71 66 0 40Grp Sat Flow(s),veh/h/ln 1299 0 1621 1466 0 1678 1258 0 1678 1706 0 1509Q Serve(g_s), s 2.6 0.0 0.0 0.0 0.0 6.8 1.7 0.0 3.2 0.0 0.0 1.9Cycle Q Clear(g_c), s 9.4 0.0 0.0 5.3 0.0 6.8 4.3 0.0 3.2 2.6 0.0 1.9Prop In Lane 0.32 0.18 0.17 0.05 1.00 0.48 0.29 1.00Lane Grp Cap(c), veh/h 972 0 1147 1085 0 1188 302 0 345 402 0 310V/C Ratio(X) 0.48 0.00 0.48 0.29 0.00 0.29 0.09 0.00 0.21 0.16 0.00 0.13Avail Cap(c_a), veh/h 972 0 1147 1085 0 1188 397 0 472 527 0 424HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.93 0.00 0.93 0.68 0.00 0.68 1.00 0.00 1.00 0.09 0.00 0.09Uniform Delay (d), s/veh 0.1 0.0 0.0 4.6 0.0 4.8 31.2 0.0 29.6 29.4 0.0 29.2Incr Delay (d2), s/veh 1.6 0.0 1.3 0.5 0.0 0.4 0.0 0.0 0.1 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.4 0.0 0.4 1.9 0.0 2.2 0.5 0.0 1.3 1.2 0.0 0.7Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 1.7 0.0 1.3 5.1 0.0 5.3 31.3 0.0 29.8 29.4 0.0 29.2LnGrp LOS AAAAAACACCACApproach Vol, veh/h 1010 658 99 106Approach Delay, s/veh 1.5 5.2 30.2 29.3Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 67.8 22.2 67.8 22.2Change Period (Y+Rc), s 4.1 3.7 4.1 3.7Max Green Setting (Gmax), s 56.9 25.3 56.9 25.3Max Q Clear Time (g_c+I1), s 11.4 4.6 8.8 6.3Green Ext Time (p_c), s 14.8 0.3 8.1 0.3Intersection SummaryHCM 6th Ctrl Delay 5.9HCM 6th LOS A January 26, 2026 Packet Pg. 1087
HCM Signalized Intersection Capacity Analysis
9: El Camino Real & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 17Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 315 458 278 827 985 365Future Volume (vph) 315 458 278 827 985 365Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.6 4.6 3.5 4.4 4.4 4.4Lane Util. Factor 0.97 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.93 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 3433 1473 1770 3539 3539 1552Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 3433 1473 1770 3539 3539 1552Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 315 458 278 827 985 365RTOR Reduction (vph) 0 192 0 0 0 144Lane Group Flow (vph) 315 266 278 827 985 221Confl. Peds. (#/hr) 38 5Turn Type Prot Perm Prot NA NA PermProtected Phases 8 1 6 2Permitted Phases 8 2Actuated Green, G (s) 26.7 26.7 24.5 79.7 51.7 51.7Effective Green, g (s) 26.7 26.7 24.5 79.7 51.7 51.7Actuated g/C Ratio 0.19 0.19 0.18 0.57 0.37 0.37Clearance Time (s) 4.6 4.6 3.5 4.4 4.4 4.4Vehicle Extension (s) 2.0 2.0 2.5 4.0 4.0 4.0Lane Grp Cap (vph) 654 280 309 2014 1306 573v/s Ratio Prot 0.09 c0.16 0.23 c0.28v/s Ratio Perm c0.18 0.14v/c Ratio 0.48 0.95 0.90 0.41 0.75 0.38Uniform Delay, d1 50.5 56.0 56.5 16.9 38.6 32.5Progression Factor 1.00 1.00 0.88 0.72 0.90 1.03Incremental Delay, d2 0.2 40.2 25.0 0.6 3.0 1.4Delay (s) 50.7 96.2 74.6 12.7 37.7 34.8Level of Service D F E B D CApproach Delay (s) 77.6 28.3 36.9Approach LOS E C DIntersection SummaryHCM 2000 Control Delay 43.7 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 72.2% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group HCM 6th TWSC10: Chestnut Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 20IntersectionInt Delay, s/veh 4.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 138 19 14 78 23 9 35 31 37 21 6Future Vol, veh/h 16 138 19 14 78 23 9 35 31 37 21 6Conflicting Peds, #/hr 33 0 35 30 0 28 35 0 30 28 0 33Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 16 138 19 14 78 23 9 35 31 37 21 6Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 134 0 0 192 0 0 381 377 213 394 375 158 Stage 1 - - - - - - 215 215 - 151 151 - Stage 2 - - - - - - 166 162 - 243 224 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1451 - - 1381 - - 577 555 827 566 556 887 Stage 1 - - - - - - 787 725 - 851 772 - Stage 2 - - - - - - 836 764 - 761 718 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1405 - - 1335 - - 509 508 777 475 509 830Mov Cap-2 Maneuver - - - - - - 509 508 - 475 509 - Stage 1 - - - - - - 751 692 - 814 740 - Stage 2 - - - - - - 771 732 - 665 685 -Approach EB WB NB SBHCM Control Delay, s 0.7 0.9 11.9 13.1HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 593 1405 - - 1335 - - 506HCM Lane V/C Ratio 0.126 0.011 - - 0.01 - - 0.126HCM Control Delay (s) 11.9 7.6 0 - 7.7 0 - 13.1HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.4 January 26, 2026 Packet Pg. 1088
HCM 6th AWSC
11: Elm Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 22IntersectionIntersection Delay, s/veh 10.4Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 19 164 28 19 60 27 34 169 27 47 137 51Future Vol, veh/h 19 164 28 19 60 27 34 169 27 47 137 51Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 19 164 28 19 60 27 34 169 27 47 137 51Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 10.6 9.4 10.6 10.6HCM LOS B A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 15% 9% 18% 20%Vol Thru, % 73% 78% 57% 58%Vol Right, % 12% 13% 25% 22%Sign Control Stop Stop Stop StopTraffic Vol by Lane 230 211 106 235LT Vol 34 19 19 47Through Vol 169 164 60 137RT Vol 27 28 27 51Lane Flow Rate 230 211 106 235Geometry Grp 1111Degree of Util (X) 0.326 0.308 0.158 0.33Departure Headway (Hd) 5.102 5.249 5.37 5.049Convergence, Y/N Yes Yes Yes YesCap 706 686 668 712Service Time 3.13 3.277 3.404 3.076HCM Lane V/C Ratio 0.326 0.308 0.159 0.33HCM Control Delay 10.6 10.6 9.4 10.6HCM Lane LOS B B A BHCM 95th-tile Q 1.4 1.3 0.6 1.4 HCM 6th TWSC12: Walnut Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 24IntersectionInt Delay, s/veh 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 13 206 15 7 94 24 10 49 28 38 43 10Future Vol, veh/h 13 206 15 7 94 24 10 49 28 38 43 10Conflicting Peds, #/hr 33 0 28 38 0 43 28 0 38 43 0 33Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 13 206 15 7 94 24 10 49 28 38 43 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 161 0 0 259 0 0 458 453 295 484 448 182 Stage 1 - - - - - - 278 278 - 163 163 - Stage 2 - - - - - - 180 175 - 321 285 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1418 - - 1306 - - 513 503 744 493 506 861 Stage 1 - - - - - - 728 680 - 839 763 - Stage 2 - - - - - - 822 754 - 691 676 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1360 - - 1259 - - 433 457 688 394 460 800Mov Cap-2 Maneuver - - - - - - 433 457 - 394 460 - Stage 1 - - - - - - 694 648 - 795 727 - Stage 2 - - - - - - 735 719 - 581 644 -Approach EB WB NB SBHCM Control Delay, s 0.4 0.4 13.5 15HCM LOS B CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 509 1360 - - 1259 - - 450HCM Lane V/C Ratio 0.171 0.01 - - 0.006 - - 0.202HCM Control Delay (s) 13.5 7.7 0 - 7.9 0 - 15HCM Lane LOS B A A - A A - CHCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.7 January 26, 2026 Packet Pg. 1089
HCM 6th AWSC
13: Laurel Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 26IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 57 196 0 0 105 41 0 0 0 59 0 44Future Vol, veh/h 57 196 0 0 105 41 0 0 0 59 0 44Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 57 196 0 0 105 41 0 0 0 59 0 44Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.3 8.2 0 8.4HCM LOS A A - ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 23% 0% 57%Vol Thru, % 100% 77% 72% 0%Vol Right, % 0% 0% 28% 43%Sign Control Stop Stop Stop StopTraffic Vol by Lane 0 253 146 103LT Vol 0 57 0 59Through Vol 0 196 105 0RT Vol 0 0 41 44Lane Flow Rate 0 253 146 103Geometry Grp 1111Degree of Util (X) 0 0.308 0.174 0.134Departure Headway (Hd) 4.956 4.381 4.283 4.671Convergence, Y/N Yes Yes Yes YesCap 0 822 840 768Service Time 2.989 2.398 2.303 2.696HCM Lane V/C Ratio 0 0.308 0.174 0.134HCM Control Delay 8 9.3 8.2 8.4HCM Lane LOS N A A AHCM 95th-tile Q 0 1.3 0.6 0.5 HCM 6th Signalized Intersection Summary14: El Camino Real & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 28Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 90 12 187 10 4 12 71 1008 6 33 1334 94Future Volume (veh/h) 90 12 187 10 4 12 71 1008 6 33 1334 94Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 0.99 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 90 12 140 10 4 5 71 1008 4 33 1334 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 101 8 738 90 22 738 95 1036 461 105 1514 101Arrive On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.11 0.58 0.58 0.12 0.62 0.62Sat Flow, veh/h 9 16 1567 4 47 1567 1781 3554 1582 1781 4885 326Grp Volume(v), veh/h 102 0 140 14 0 5 71 1008 4 33 930 493Grp Sat Flow(s),veh/h/ln 26 0 1567 51 0 1567 1781 1777 1582 1781 1702 1807Q Serve(g_s), s 0.2 0.0 3.6 0.1 0.0 0.1 2.7 19.1 0.1 1.2 16.0 16.0Cycle Q Clear(g_c), s 33.0 0.0 3.6 33.0 0.0 0.1 2.7 19.1 0.1 1.2 16.0 16.0Prop In Lane 0.88 1.00 0.71 1.00 1.00 1.00 1.00 0.18Lane Grp Cap(c), veh/h 109 0 738 112 0 738 95 1036 461 105 1055 560V/C Ratio(X) 0.94 0.00 0.19 0.12 0.00 0.01 0.75 0.97 0.01 0.31 0.88 0.88Avail Cap(c_a), veh/h 110 0 739 113 0 739 130 1036 461 127 1055 560HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.47 0.47 0.47Uniform Delay (d), s/veh 32.7 0.0 10.8 17.2 0.0 9.8 30.8 14.3 10.4 29.6 12.2 12.2Incr Delay (d2), s/veh 65.1 0.0 0.0 0.2 0.0 0.0 12.0 22.2 0.0 0.6 5.4 9.5Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.7 0.0 1.2 0.1 0.0 0.0 1.4 7.0 0.0 0.5 3.9 4.8Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 97.8 0.0 10.8 17.4 0.0 9.8 42.8 36.6 10.4 30.1 17.6 21.7LnGrp LOS F ABBAADDBCBCApproach Vol, veh/h 242 19 1083 1456Approach Delay, s/veh 47.5 15.4 36.9 19.3Approach LOS D B D BTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 7.2 26.1 36.7 8.5 24.8 36.7Change Period (Y+Rc), s 3.5 4.4 3.7 4.4 * 4.4 3.7Max Green Setting (Gmax), s 5.1 20.3 33.0 5.0 * 20 33.0Max Q Clear Time (g_c+I1), s 4.7 18.0 35.0 3.2 21.1 35.0Green Ext Time (p_c), s 0.0 1.9 0.0 0.0 0.0 0.0Intersection SummaryHCM 6th Ctrl Delay 28.5HCM 6th LOS CNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1090
HCM 6th TWSC
15: Elm Street & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 30IntersectionInt Delay, s/veh 3.5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 47 70 147 58 55 140Future Vol, veh/h 47 70 147 58 55 140Conflicting Peds, #/hr 19 25 0 19 25 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 47 70 147 58 55 140Major/Minor Minor1 Major1 Major2Conflicting Flow All 470 226 0 0 230 0 Stage 1 201 ----- Stage 2 269 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 552 813 - - 1338 - Stage 1 833 ----- Stage 2 776 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 505 775 - - 1306 -Mov Cap-2 Maneuver 505 ----- Stage 1 813 ----- Stage 2 727 -----Approach WB NB SBHCM Control Delay, s 11.9 0 2.2HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 638 1306 -HCM Lane V/C Ratio - - 0.183 0.042 -HCM Control Delay (s) - - 11.9 7.9 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 0.7 0.1 - HCM 6th TWSC16: Walnut Street & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 32IntersectionInt Delay, s/veh 5.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 86 19 33 73 40 24 32 15 59 9 10Future Vol, veh/h 16 86 19 33 73 40 24 32 15 59 9 10Conflicting Peds, #/hr 18 0 15 18 0 21 15 0 18 21 0 18Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 16 86 19 33 73 40 24 32 15 59 9 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 134 0 0 123 0 0 333 346 135 352 335 132 Stage 1 - - - - - - 146 146 - 180 180 - Stage 2 - - - - - - 187 200 - 172 155 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1451 - - 1464 - - 620 577 914 603 585 917 Stage 1 - - - - - - 857 776 - 822 750 - Stage 2 - - - - - - 815 736 - 830 769 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1422 - - 1439 - - 569 535 880 528 543 883Mov Cap-2 Maneuver - - - - - - 569 535 - 528 543 - Stage 1 - - - - - - 832 753 - 796 717 - Stage 2 - - - - - - 762 704 - 756 747 -Approach EB WB NB SBHCM Control Delay, s 1 1.7 11.9 12.5HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 596 1422 - - 1439 - - 559HCM Lane V/C Ratio 0.119 0.011 - - 0.023 - - 0.14HCM Control Delay (s) 11.9 7.6 0 - 7.6 0 - 12.5HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.5 January 26, 2026 Packet Pg. 1091
HCM 6th AWSC
17: Laurel Street & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 34IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 97 74 93 115 0 70 0 91 0 0 0Future Vol, veh/h 0 97 74 93 115 0 70 0 91000Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 0 97 74 93 115 0 70 0 91 0 0 0Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.4 9.3 8.7 0HCM LOS A A A -Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 43% 0% 45% 0%Vol Thru, % 0% 57% 55% 100%Vol Right, % 57% 43% 0% 0%Sign Control Stop Stop Stop StopTraffic Vol by Lane 161 171 208 0LT Vol 70 0 93 0Through Vol 0 97 115 0RT Vol 91 74 0 0Lane Flow Rate 161 171 208 0Geometry Grp 1111Degree of Util (X) 0.203 0.204 0.265 0Departure Headway (Hd) 4.531 4.289 4.584 4.996Convergence, Y/N Yes Yes Yes YesCap 792 836 784 0Service Time 2.559 2.317 2.612 3.037HCM Lane V/C Ratio 0.203 0.205 0.265 0HCM Control Delay 8.7 8.4 9.3 8HCM Lane LOS A A A NHCM 95th-tile Q 0.8 0.8 1.1 0 HCM 6th TWSC18: El Camino Real & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 36IntersectionInt Delay, s/veh 3.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 178 0 0 1 88 1095 7 0 1396 133Future Vol, veh/h 0 0 178 0 0 1 88 1095 7 0 1396 133Conflicting Peds, #/hr 4 0 4 3 0 3 4 0 3 3 0 4Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - 0 - - 0 210 - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 0 0 178 0 0 1 88 1095 7 0 1396 133Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All - - 773 - - 557 1533 0 0 - - 0 Stage 1 - - ---------- Stage 2 - - ----------Critical Hdwy - - 7.14 - - 6.94 5.34 -----Critical Hdwy Stg 1 - - - - - - - - - - - -Critical Hdwy Stg 2 - - - - - - - - - - - -Follow-up Hdwy - - 3.92 - - 3.32 3.12 - - - - -Pot Cap-1 Maneuver 0 0 293 0 0 474 215 - - 0 - - Stage 1 0 0 - 0 0 - - - - 0 - - Stage 2 0 0 - 0 0 - - - - 0 - -Platoon blocked, % - - - -Mov Cap-1 Maneuver - - 291 - - 471 214 - ----Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - ---------- Stage 2 - - ----------Approach EB WB NB SBHCM Control Delay, s 35.1 12.7 2.4 0HCM LOS E BMinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBT SBRCapacity (veh/h) 214 - - 291 471 - -HCM Lane V/C Ratio 0.411 - - 0.612 0.002 - -HCM Control Delay (s) 33.1 - - 35.1 12.7 - -HCM Lane LOS D - - E B - -HCM 95th %tile Q(veh) 1.9 - - 3.7 0 - - January 26, 2026 Packet Pg. 1092
HCM 6th AWSC
19: Elm Street & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 38IntersectionIntersection Delay, s/veh 10.7Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 50 209 14 11 110 57 28 109 17 86 74 41Future Vol, veh/h 50 209 14 11 110 57 28 109 17 86 74 41Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 50 209 14 11 110 57 28 109 17 86 74 41Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 11.6 10 10.1 10.6HCM LOS B A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 18% 18% 6% 43%Vol Thru, % 71% 77% 62% 37%Vol Right, % 11% 5% 32% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 154 273 178 201LT Vol 28 50 11 86Through Vol 109 209 110 74RT Vol 17 14 57 41Lane Flow Rate 154 273 178 201Geometry Grp 1111Degree of Util (X) 0.232 0.394 0.255 0.298Departure Headway (Hd) 5.431 5.191 5.156 5.346Convergence, Y/N Yes Yes Yes YesCap 661 693 696 671Service Time 3.468 3.22 3.189 3.381HCM Lane V/C Ratio 0.233 0.394 0.256 0.3HCM Control Delay 10.1 11.6 10 10.6HCM Lane LOS B B A BHCM 95th-tile Q 0.9 1.9 1 1.2 HCM 6th TWSC20: Walnut Street & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 40IntersectionInt Delay, s/veh 0.5Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 304 6 6 165 10 6Future Vol, veh/h 304 6 6 165 10 6Conflicting Peds, #/hr 0 11 12 0 11 12Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 304 6 6 165 10 6Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 322 0 507 331 Stage 1 - - - - 319 - Stage 2 - - - - 188 -Critical Hdwy - - 4.12 - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1238 - 525 711 Stage 1 - - - - 737 - Stage 2 - - - - 844 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1224 - 511 695Mov Cap-2 Maneuver - - - - 511 - Stage 1 - - - - 729 - Stage 2 - - - - 831 -Approach EB WB NBHCM Control Delay, s 0 0.3 11.5HCM LOS BMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 567 - - 1224 -HCM Lane V/C Ratio 0.028 - - 0.005 -HCM Control Delay (s) 11.5 - - 8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 - January 26, 2026 Packet Pg. 1093
HCM 6th AWSC
21: Laurel Street & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 42IntersectionIntersection Delay, s/veh 12.3Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 58 212 40 20 96 20 48 167 44 76 122 34Future Vol, veh/h 58 212 40 20 96 20 48 167 44 76 122 34Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 58 212 40 20 96 20 48 167 44 76 122 34Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 13.5 10.5 12.3 11.9HCM LOS B B B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 19% 19% 15% 33%Vol Thru, % 64% 68% 71% 53%Vol Right, % 17% 13% 15% 15%Sign Control Stop Stop Stop StopTraffic Vol by Lane 259 310 136 232LT Vol 48 58 20 76Through Vol 167 212 96 122RT Vol 44 40 20 34Lane Flow Rate 259 310 136 232Geometry Grp 1111Degree of Util (X) 0.399 0.475 0.22 0.363Departure Headway (Hd) 5.549 5.519 5.82 5.636Convergence, Y/N Yes Yes Yes YesCap 645 651 613 636Service Time 3.607 3.574 3.888 3.695HCM Lane V/C Ratio 0.402 0.476 0.222 0.365HCM Control Delay 12.3 13.5 10.5 11.9HCM Lane LOS B B B BHCM 95th-tile Q 1.9 2.6 0.8 1.7 HCM 6th Signalized Intersection Summary22: El Camino Real & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 44Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 197 168 41 970 1453 111Future Volume (veh/h) 197 168 41 970 1453 111Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 197 146 41 970 1453 110Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 253 226 540 2642 1818 138Arrive On Green 0.14 0.14 0.30 0.74 0.38 0.38Sat Flow, veh/h 1781 1585 1781 3647 5008 366Grp Volume(v), veh/h 197 146 41 970 1022 541Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1702 1802Q Serve(g_s), s 7.5 6.1 1.1 6.7 18.7 18.8Cycle Q Clear(g_c), s 7.5 6.1 1.1 6.7 18.7 18.8Prop In Lane 1.00 1.00 1.00 0.20Lane Grp Cap(c), veh/h 253 226 540 2642 1279 677V/C Ratio(X) 0.78 0.65 0.08 0.37 0.80 0.80Avail Cap(c_a), veh/h 664 591 540 2642 1279 677HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 28.9 28.4 17.4 3.2 19.5 19.5Incr Delay (d2), s/veh 1.9 1.2 0.0 0.4 5.3 9.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.2 2.3 0.4 1.4 7.5 8.8Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 30.9 29.5 17.4 3.6 24.8 29.1LnGrp LOS C C B A C CApproach Vol, veh/h 343 1011 1563Approach Delay, s/veh 30.3 4.1 26.3Approach LOS C A CTimer - Assigned Phs 1 2 4 6Phs Duration (G+Y+Rc), s 25.7 30.8 13.5 56.5Change Period (Y+Rc), s 4.5 * 4.5 3.5 4.5Max Green Setting (Gmax), s 6.1 * 26 26.1 35.9Max Q Clear Time (g_c+I1), s 3.1 20.8 9.5 8.7Green Ext Time (p_c), s 0.0 4.6 0.5 10.5Intersection SummaryHCM 6th Ctrl Delay 19.1HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1094
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 45Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 1 8 9 11 12 12 1 141 22 16 86 1Future Volume (vph) 1 8 9 11 12 12 1 141 22 16 86 1Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Hourly flow rate (vph) 1 8 9 11 12 12 1 141 22 16 86 1Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 18 35 164 103Volume Left (vph) 1 11 1 16Volume Right (vph) 9 12 22 1Hadj (s) -0.25 -0.11 -0.05 0.06Departure Headway (s) 4.3 4.4 4.1 4.2Degree Utilization, x 0.02 0.04 0.19 0.12Capacity (veh/h) 788 760 860 830Control Delay (s) 7.4 7.6 8.0 7.8Approach Delay (s) 7.4 7.6 8.0 7.8Approach LOS A A A AIntersection SummaryDelay 7.9Level of Service AIntersection Capacity Utilization 32.9% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 47IntersectionInt Delay, s/veh 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 38 1 4 38 4 3 12 7 7 3 1Future Vol, veh/h 3 38 1 4 38 4 3 12 7 7 3 1Conflicting Peds, #/hr 9 0 5 9 0 13 5 0 9 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 3 38 1 4 38 4 3 12 7 7 3 1Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 55 0 0 48 0 0 113 117 61 128 115 62 Stage 1 - - - - - - 54 54 - 61 61 - Stage 2 - - - - - - 59 63 - 67 54 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1550 - - 1559 - - 864 773 1004 845 775 1003 Stage 1 - - - - - - 958 850 - 950 844 - Stage 2 - - - - - - 953 842 - 943 850 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1531 - - 1546 - - 842 753 983 805 755 982Mov Cap-2 Maneuver - - - - - - 842 753 - 805 755 - Stage 1 - - - - - - 947 841 - 937 831 - Stage 2 - - - - - - 938 829 - 910 841 -Approach EB WB NB SBHCM Control Delay, s 0.5 0.6 9.5 9.5HCM LOS A AMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 826 1531 - - 1546 - - 804HCM Lane V/C Ratio 0.027 0.002 - - 0.003 - - 0.014HCM Control Delay (s) 9.5 7.4 0 - 7.3 0 - 9.5HCM Lane LOS A A A - A A - AHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 January 26, 2026 Packet Pg. 1095
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 49IntersectionIntersection Delay, s/veh 9.1Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 38 6 14 35 56 7 233 30 16 136 4Future Vol, veh/h 10 38 6 14 35 56 7 233 30 16 136 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 10 38 6 14 35 56 7 233 30 16 136 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 8.5 8.5 9.7 8.8HCM LOS A A A ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 19% 13% 10%Vol Thru, % 86% 70% 33% 87%Vol Right, % 11% 11% 53% 3%Sign Control Stop Stop Stop StopTraffic Vol by Lane 270 54 105 156LT Vol 7 10 14 16Through Vol 233 38 35 136RT Vol 30 6 56 4Lane Flow Rate 270 54 105 156Geometry Grp 1111Degree of Util (X) 0.333 0.075 0.136 0.2Departure Headway (Hd) 4.436 5.009 4.678 4.622Convergence, Y/N Yes Yes Yes YesCap 810 713 764 775Service Time 2.466 3.057 2.721 2.657HCM Lane V/C Ratio 0.333 0.076 0.137 0.201HCM Control Delay 9.7 8.5 8.5 8.8HCM Lane LOS A A A AHCM 95th-tile Q 1.5 0.2 0.5 0.7 HCM 6th TWSC26: El Camino Real & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 51IntersectionInt Delay, s/veh 13.3Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 27 77 91 993 1551 57Future Vol, veh/h 27 77 91 993 1551 57Conflicting Peds, #/hr 4 4 4 0 0 4Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 27 77 91 993 1551 57Major/Minor Minor2 Major1 Major2Conflicting Flow All 2267 812 1612 0 - 0 Stage 1 1584 - ---- Stage 2 683 -----Critical Hdwy 6.29 7.14 5.34 - - -Critical Hdwy Stg 1 6.64 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.67 3.92 3.12 - - -Pot Cap-1 Maneuver 48 276 196 - - - Stage 1 106 ----- Stage 2 450 -----Platoon blocked, % - - -Mov Cap-1 Maneuver ~ 25 274 195 - - -Mov Cap-2 Maneuver ~ 25 - - - - - Stage 1 56 - - - - - Stage 2 448 -----Approach EB NB SBHCM Control Delay, s$ 325.1 3.2 0HCM LOS FMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 195 - 76 - -HCM Lane V/C Ratio 0.467 - 1.368 - -HCM Control Delay (s) 38.7 -$ 325.1 - -HCM Lane LOS E - F - -HCM 95th %tile Q(veh) 2.2 - 8.2 - -Notes~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon January 26, 2026 Packet Pg. 1096
HCM 6th AWSC
27: Elm Street & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 53IntersectionIntersection Delay, s/veh 46.3Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Future Vol, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 43 620 18 19 403 14 9 100 40 17 68 21Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 74.3 22.3 13.1 12.4HCM LOS F C B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 6% 6% 4% 16%Vol Thru, % 67% 91% 92% 64%Vol Right, % 27% 3% 3% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 149 681 436 106LT Vol 9 43 19 17Through Vol 100 620 403 68RT Vol 40 18 14 21Lane Flow Rate 149 681 436 106Geometry Grp 1111Degree of Util (X) 0.287 1.055 0.708 0.211Departure Headway (Hd) 7.21 5.579 6.027 7.45Convergence, Y/N Yes Yes Yes YesCap 502 647 602 484Service Time 5.21 3.65 4.027 5.45HCM Lane V/C Ratio 0.297 1.053 0.724 0.219HCM Control Delay 13.1 74.3 22.3 12.4HCM Lane LOS B F C BHCM 95th-tile Q 1.2 18.2 5.8 0.8 HCM 6th TWSC28: Walnut Street & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 55IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 693 4 16 406 15 3 0 10 3 0 6Future Vol, veh/h 3 693 4 16 406 15 3 0 10 3 0 6Conflicting Peds, #/hr 14 0 4 7 0 17 4 0 7 17 0 14Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 3 693 4 16 406 15 3 0 10 3 0 6Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 438 0 0 704 0 0 1171 1178 719 1186 1173 445 Stage 1 - - - - - - 708 708 - 463 463 - Stage 2 - - - - - - 463 470 - 723 710 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1122 - - 894 - - 170 191 428 166 192 613 Stage 1 - - - - - - 426 438 - 579 564 - Stage 2 - - - - - - 579 560 - 417 437 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1104 - - 888 - - 162 181 418 154 182 595Mov Cap-2 Maneuver - - - - - - 162 181 - 154 182 - Stage 1 - - - - - - 421 433 - 567 541 - Stage 2 - - - - - - 552 538 - 399 432 -Approach EB WB NB SBHCM Control Delay, s 0 0.3 17.3 17.2HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 306 1104 - - 888 - - 304HCM Lane V/C Ratio 0.042 0.003 - - 0.018 - - 0.03HCM Control Delay (s) 17.3 8.3 0 - 9.1 0 - 17.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.1 January 26, 2026 Packet Pg. 1097
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 57Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 54 626 37 38 376 88 28 176 90 56 91 37Future Volume (veh/h) 54 626 37 38 376 88 28 176 90 56 91 37Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.93 1.00 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 54 626 28 38 376 84 28 176 67 56 91 27Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 350 1267 57 49 806 180 49 206 75 83 125 32Arrive On Green 0.20 0.71 0.71 0.03 0.55 0.55 0.18 0.18 0.18 0.18 0.18 0.18Sat Flow, veh/h 1781 1774 79 1781 1479 330 115 1151 416 275 699 179Grp Volume(v), veh/h 54 0 654 38 0 460 271 0 0 174 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1854 1781 0 1809 1682 0 0 1153 0 0Q Serve(g_s), s 3.5 0.0 21.8 3.0 0.0 21.7 0.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 3.5 0.0 21.8 3.0 0.0 21.7 22.1 0.0 0.0 21.3 0.0 0.0Prop In Lane 1.00 0.04 1.00 0.18 0.10 0.25 0.32 0.16Lane Grp Cap(c), veh/h 350 0 1323 49 0 986 330 0 0 241 0 0V/C Ratio(X) 0.15 0.00 0.49 0.78 0.00 0.47 0.82 0.00 0.00 0.72 0.00 0.00Avail Cap(c_a), veh/h 350 0 1323 106 0 986 524 0 0 414 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.37 0.00 0.37 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 46.6 0.0 8.8 67.7 0.0 19.4 56.0 0.0 0.0 54.7 0.0 0.0Incr Delay (d2), s/veh 0.1 0.0 1.3 7.1 0.0 0.6 2.7 0.0 0.0 3.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.6 0.0 8.8 1.5 0.0 9.3 9.7 0.0 0.0 6.2 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 46.7 0.0 10.2 74.8 0.0 20.0 58.7 0.0 0.0 57.7 0.0 0.0LnGrp LOS D ABEACEAAEAAApproach Vol, veh/h 708 498 271 174Approach Delay, s/veh 13.0 24.2 58.7 57.7Approach LOS B C E ETimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 28.8 7.5 103.7 28.8 31.2 80.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 41.3 8.3 79.3 41.3 11.3 76.3Max Q Clear Time (g_c+I1), s 24.1 5.0 23.8 23.3 5.5 23.7Green Ext Time (p_c), s 1.0 0.0 0.7 0.8 0.0 0.5Intersection SummaryHCM 6th Ctrl Delay 28.6HCM 6th LOS C HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 59Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Future Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 685 46 309 381 204 85 800 251 696 858 56Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 58 742 52 338 452 351 106 843 376 691 1849 120Arrive On Green 0.23 0.23 0.23 0.22 0.22 0.22 0.06 0.24 0.24 0.20 0.38 0.38Sat Flow, veh/h 250 3204 226 1527 2044 1583 1781 3554 1585 3456 4896 319Grp Volume(v), veh/h 416 0 371 363 327 204 85 800 251 696 596 318Grp Sat Flow(s),veh/h/ln 1858 0 1822 1794 1777 1583 1781 1777 1585 1728 1702 1810Q Serve(g_s), s 31.0 0.0 27.5 27.6 24.6 16.1 6.6 31.0 20.1 28.0 18.5 18.6Cycle Q Clear(g_c), s 31.0 0.0 27.5 27.6 24.6 16.1 6.6 31.0 20.1 28.0 18.5 18.6Prop In Lane 0.13 0.12 0.85 1.00 1.00 1.00 1.00 0.18Lane Grp Cap(c), veh/h 430 0 422 397 393 351 106 843 376 691 1286 684V/C Ratio(X) 0.97 0.00 0.88 0.91 0.83 0.58 0.80 0.95 0.67 1.01 0.46 0.47Avail Cap(c_a), veh/h 430 0 422 397 393 351 165 843 376 691 1286 684HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 53.3 0.0 51.9 53.2 52.0 48.7 65.0 52.6 48.4 56.0 32.9 32.9Incr Delay (d2), s/veh 31.0 0.0 16.0 27.9 18.2 6.9 6.8 20.9 9.1 36.0 1.2 2.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 18.2 0.0 14.5 15.5 13.0 7.1 3.2 16.1 8.9 15.5 7.8 8.6Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.3 0.0 68.0 81.1 70.2 55.6 71.9 73.5 57.5 92.0 34.1 35.2LnGrp LOS F A E F EEEEEFCDApproach Vol, veh/h 787 894 1136 1610Approach Delay, s/veh 76.6 71.3 69.8 59.3Approach LOS E E E ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 11.3 57.4 34.7 31.0 37.7 36.6Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 48.2 31.0 28.0 33.2 32.4Max Q Clear Time (g_c+I1), s 8.6 20.6 29.6 30.0 33.0 33.0Green Ext Time (p_c), s 0.0 9.2 0.8 0.0 0.1 0.0Intersection SummaryHCM 6th Ctrl Delay 67.5HCM 6th LOS E January 26, 2026 Packet Pg. 1098
HCM 6th TWSC
1: Elm Street & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 2IntersectionInt Delay, s/veh 12.3Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 340 68 123 194 58 89Future Vol, veh/h 340 68 123 194 58 89Conflicting Peds, #/hr 5 4 0 5 4 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 340 68 123 194 58 89Major/Minor Minor1 Major1 Major2Conflicting Flow All 435 229 0 0 322 0 Stage 1 225 ----- Stage 2 210 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 578 810 - - 1238 - Stage 1 812 ----- Stage 2 825 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 544 803 - - 1232 -Mov Cap-2 Maneuver 544 ----- Stage 1 808 ----- Stage 2 780 -----Approach WB NB SBHCM Control Delay, s 25.1 0 3.2HCM LOS DMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 575 1232 -HCM Lane V/C Ratio - - 0.71 0.047 -HCM Control Delay (s) - - 25.1 8.1 0HCM Lane LOS - - D A AHCM 95th %tile Q(veh) - - 5.7 0.1 - HCM 6th TWSC2: Walnut Street & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 4IntersectionInt Delay, s/veh 4.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 228 17 131 414 14 8 22 160 7 7 4Future Vol, veh/h 1 228 17 131 414 14 8 22 160774Conflicting Peds, #/hr 19 0 15 18 0 22 15 0 18 22 0 19Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 1 228 17 131 414 14 8 22 160 7 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 450 0 0 263 0 0 965 969 277 1057 970 462 Stage 1 - - - - - - 257 257 - 705 705 - Stage 2 - - - - - - 708 712 - 352 265 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1110 - - 1301 - - 234 254 762 203 253 600 Stage 1 - - - - - - 748 695 - 427 439 - Stage 2 - - - - - - 426 436 - 665 689 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1087 - - 1279 - - 196 211 733 126 210 577Mov Cap-2 Maneuver - - - - - - 196 211 - 126 210 - Stage 1 - - - - - - 735 682 - 418 372 - Stage 2 - - - - - - 353 369 - 492 677 -Approach EB WB NB SBHCM Control Delay, s 0 1.9 15.8 26.2HCM LOS C DMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 523 1087 - - 1279 - - 188HCM Lane V/C Ratio 0.363 0.001 - - 0.102 - - 0.096HCM Control Delay (s) 15.8 8.3 0 - 8.1 0 - 26.2HCM Lane LOS C A A - A A - DHCM 95th %tile Q(veh) 1.6 0 - - 0.3 - - 0.3 January 26, 2026 Packet Pg. 1099
HCM 6th Signalized Intersection Summary
3: Laurel Street & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 18 374 15 129 482 32 13 25 171 27 32 58Future Volume (veh/h) 18 374 15 129 482 32 13 25 171 27 32 58Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 0.94 0.94 0.97 0.89Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 18 374 11 129 482 31 13 25 95 27 32 26Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 41 899 28 199 743 48 36 43 131 72 81 54Arrive On Green 0.26 0.26 0.26 0.54 0.54 0.54 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 158 3443 106 368 1375 88 82 359 1103 343 682 452Grp Volume(v), veh/h 212 0 191 642 0 0 133 0 0 85 0 0Grp Sat Flow(s),veh/h/ln 1862 0 1846 1832 0 0 1545 0 0 1476 0 0Q Serve(g_s), s 14.2 0.0 12.8 37.2 0.0 0.0 4.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 14.2 0.0 12.8 37.2 0.0 0.0 12.3 0.0 0.0 7.7 0.0 0.0Prop In Lane 0.09 0.06 0.20 0.05 0.10 0.71 0.32 0.31Lane Grp Cap(c), veh/h 486 0 482 989 0 0 210 0 0 207 0 0V/C Ratio(X) 0.44 0.00 0.40 0.65 0.00 0.00 0.63 0.00 0.00 0.41 0.00 0.00Avail Cap(c_a), veh/h 486 0 482 989 0 0 323 0 0 318 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.09 0.00 0.00 0.99 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 46.2 0.0 45.7 24.4 0.0 0.0 63.6 0.0 0.0 61.4 0.0 0.0Incr Delay (d2), s/veh 2.8 0.0 2.4 0.3 0.0 0.0 3.1 0.0 0.0 1.3 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 7.1 0.0 6.3 16.4 0.0 0.0 5.1 0.0 0.0 3.1 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 49.0 0.0 48.1 24.7 0.0 0.0 66.7 0.0 0.0 62.7 0.0 0.0LnGrp LOS D A D C AAEAAEAAApproach Vol, veh/h 403 642 133 85Approach Delay, s/veh 48.6 24.7 66.7 62.7Approach LOS D C E ETimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 43.1 21.9 85.0 21.9Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 28.0 29.0 81.0 29.0Max Q Clear Time (g_c+I1), s 16.2 9.7 39.2 14.3Green Ext Time (p_c), s 1.9 0.4 5.6 0.6Intersection SummaryHCM 6th Ctrl Delay 39.3HCM 6th LOS D HCM 6th Signalized Intersection Summary4: El Camino Real & Holly Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 125 428 35 692 585 411 30 1024 451 277 896 71Future Volume (veh/h) 125 428 35 692 585 411 30 1024 451 277 896 71Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 125 428 26 692 585 371 30 1024 319 277 896 64Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 138 500 32 1057 572 480 73 1138 882 288 1197 86Arrive On Green 0.18 0.18 0.18 0.31 0.31 0.31 0.03 0.21 0.21 0.08 0.36 0.36Sat Flow, veh/h 757 2741 173 3456 1870 1568 1781 3554 2755 3456 3364 240Grp Volume(v), veh/h 303 0 276 692 585 371 30 1024 319 277 473 487Grp Sat Flow(s),veh/h/ln 1833 0 1839 1728 1870 1568 1781 1777 1377 1728 1777 1827Q Serve(g_s), s 24.3 0.0 21.7 26.1 45.9 32.3 2.5 42.1 14.8 12.0 35.1 35.1Cycle Q Clear(g_c), s 24.3 0.0 21.7 26.1 45.9 32.3 2.5 42.1 14.8 12.0 35.1 35.1Prop In Lane 0.41 0.09 1.00 1.00 1.00 1.00 1.00 0.13Lane Grp Cap(c), veh/h 334 0 335 1057 572 480 73 1138 882 288 633 650V/C Ratio(X) 0.91 0.00 0.82 0.65 1.02 0.77 0.41 0.90 0.36 0.96 0.75 0.75Avail Cap(c_a), veh/h 379 0 380 1057 572 480 73 1138 882 288 633 650HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00Upstream Filter(I) 0.91 0.00 0.91 1.00 1.00 1.00 0.81 0.81 0.81 1.00 1.00 1.00Uniform Delay (d), s/veh 60.0 0.0 59.0 45.2 52.0 47.3 71.2 56.6 45.9 68.5 42.4 42.4Incr Delay (d2), s/veh 20.1 0.0 10.1 3.2 43.3 11.5 1.1 9.5 0.9 42.5 7.9 7.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 13.3 0.0 11.1 11.8 28.5 14.3 1.2 21.0 5.4 7.0 16.7 17.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 80.2 0.0 69.1 48.3 95.4 58.8 72.3 66.1 46.8 111.0 50.3 50.1LnGrp LOS F A E D F E E E D F D DApproach Vol, veh/h 579 1648 1373 1237Approach Delay, s/veh 74.9 67.4 61.7 63.8Approach LOS E E E ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 10.6 57.9 50.0 16.0 52.5 31.5Change Period (Y+Rc), s 4.5 * 4.5 4.1 3.5 4.5 4.1Max Green Setting (Gmax), s 4.0 * 53 45.9 12.5 44.4 31.0Max Q Clear Time (g_c+I1), s 4.5 37.1 47.9 14.0 44.1 26.3Green Ext Time (p_c), s 0.0 5.6 0.0 0.0 0.3 0.9Intersection SummaryHCM 6th Ctrl Delay 65.8HCM 6th LOS ENotesUser approved ignoring U-Turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1100
HCM 6th Signalized Intersection Summary
5: Chestnut Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 9 967 16 28 1198 22 35 4 44 7 6 6Future Volume (veh/h) 9 967 16 28 1198 22 35 4 44766Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 0.98 0.98 0.98 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 9 967 16 28 1198 22 35 4 41 7 6 6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 52 2614 43 466 2689 49 142 35 118 125 103 77Arrive On Green 0.75 0.75 0.75 1.00 1.00 1.00 0.15 0.15 0.15 0.15 0.15 0.15Sat Flow, veh/h 9 3468 57 571 3567 65 513 228 779 419 679 507Grp Volume(v), veh/h 518 0 474 28 597 623 80 0 0 19 0 0Grp Sat Flow(s),veh/h/ln 1844 0 1689 571 1777 1856 1521 0 0 1605 0 0Q Serve(g_s), s 0.0 0.0 7.7 0.5 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.5 0.0 7.7 8.2 0.0 0.0 3.5 0.0 0.0 0.7 0.0 0.0Prop In Lane 0.02 0.03 1.00 0.04 0.44 0.51 0.37 0.32Lane Grp Cap(c), veh/h 1436 0 1274 466 1340 1399 294 0 0 304 0 0V/C Ratio(X) 0.36 0.00 0.37 0.06 0.45 0.45 0.27 0.00 0.00 0.06 0.00 0.00Avail Cap(c_a), veh/h 1436 0 1274 466 1340 1399 597 0 0 620 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.90 0.90 0.90 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 3.4 0.0 3.4 0.5 0.0 0.0 30.3 0.0 0.0 29.1 0.0 0.0Incr Delay (d2), s/veh 0.7 0.0 0.8 0.2 1.0 0.9 0.2 0.0 0.0 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.3 0.0 2.1 0.0 0.4 0.4 1.4 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 4.1 0.0 4.2 0.7 1.0 0.9 30.5 0.0 0.0 29.2 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 992 1248 80 19Approach Delay, s/veh 4.1 0.9 30.5 29.2Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 64.4 15.6 64.4 15.6Change Period (Y+Rc), s 4.1 3.5 4.1 3.5Max Green Setting (Gmax), s 43.9 28.5 43.9 28.5Max Q Clear Time (g_c+I1), s 9.7 2.7 10.2 5.5Green Ext Time (p_c), s 12.1 0.0 16.2 0.3Intersection SummaryHCM 6th Ctrl Delay 3.5HCM 6th LOS A HCM 6th Signalized Intersection Summary6: Elm Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 12Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 215 663 125 52 801 21 137 101 45 14 93 301Future Volume (veh/h) 215 663 125 52 801 21 137 101 45 14 93 301Initial Q (Qb), veh 1 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.96 0.98 0.98 0.99 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 215 663 111 52 801 17 137 101 34 14 93 239Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 522 1969 329 473 2314 49 280 172 383 79 422 383Arrive On Green 0.65 0.65 0.65 1.00 1.00 1.00 0.25 0.25 0.25 0.25 0.25 0.25Sat Flow, veh/h 663 3024 505 693 3554 75 843 696 1549 115 1705 1549Grp Volume(v), veh/h 215 389 385 52 400 418 238 0 34 107 0 239Grp Sat Flow(s),veh/h/ln 663 1777 1752 693 1777 1853 1539 0 1549 1820 0 1549Q Serve(g_s), s 13.4 7.8 7.9 1.0 0.0 0.0 6.9 0.0 1.4 0.0 0.0 11.0Cycle Q Clear(g_c), s 13.4 7.8 7.9 8.9 0.0 0.0 10.6 0.0 1.4 3.7 0.0 11.0Prop In Lane 1.00 0.29 1.00 0.04 0.58 1.00 0.13 1.00Lane Grp Cap(c), veh/h 522 1157 1141 473 1157 1206 452 0 383 501 0 383V/C Ratio(X) 0.41 0.34 0.34 0.11 0.35 0.35 0.53 0.00 0.09 0.21 0.00 0.62Avail Cap(c_a), veh/h 522 1157 1141 473 1157 1206 659 0 600 748 0 600HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.93 0.93 0.93 0.93 0.93 0.93 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 7.3 6.2 6.2 0.7 0.0 0.0 26.4 0.0 23.2 24.0 0.0 26.8Incr Delay (d2), s/veh 2.2 0.7 0.7 0.4 0.8 0.7 0.4 0.0 0.0 0.1 0.0 0.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.1 2.8 2.7 0.1 0.2 0.2 4.0 0.0 0.5 1.6 0.0 4.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.6 7.0 7.0 1.1 0.8 0.7 26.7 0.0 23.2 24.1 0.0 27.4LnGrp LOS AAAAAACACCACApproach Vol, veh/h 989 870 272 346Approach Delay, s/veh 7.5 0.8 26.3 26.4Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 56.5 23.5 56.5 23.5Change Period (Y+Rc), s 4.4 3.7 4.4 3.7Max Green Setting (Gmax), s 40.9 31.0 40.9 31.0Max Q Clear Time (g_c+I1), s 15.4 13.0 10.9 12.6Green Ext Time (p_c), s 10.9 0.8 9.6 1.0Intersection SummaryHCM 6th Ctrl Delay 9.9HCM 6th LOS A January 26, 2026 Packet Pg. 1101
HCM 6th Signalized Intersection Summary
7: Walnut Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 47 630 56 42 702 32 78 61 68 34 67 85Future Volume (veh/h) 47 630 56 42 702 32 78 61 68 34 67 85Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 0.98 0.97 0.98 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 47 630 56 42 702 28 78 61 68 34 67 85Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 595 2301 204 137 2176 86 154 109 98 91 136 146Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 721 3290 292 125 3112 122 480 570 514 197 714 767Grp Volume(v), veh/h 47 340 346 389 0 383 207 0 0 186 0 0Grp Sat Flow(s),veh/h/ln 721 1777 1805 1684 0 1674 1564 0 0 1679 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 9.5 0.0 0.0 7.8 0.0 0.0Prop In Lane 1.00 0.16 0.11 0.07 0.38 0.33 0.18 0.46Lane Grp Cap(c), veh/h 595 1243 1262 1228 0 1171 360 0 0 373 0 0V/C Ratio(X) 0.08 0.27 0.27 0.32 0.00 0.33 0.57 0.00 0.00 0.50 0.00 0.00Avail Cap(c_a), veh/h 595 1243 1262 1228 0 1171 663 0 0 696 0 0HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.95 0.95 0.95 0.94 0.00 0.94 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 29.9 0.0 0.0 29.4 0.0 0.0Incr Delay (d2), s/veh 0.2 0.5 0.5 0.6 0.0 0.7 0.5 0.0 0.0 0.4 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.2 0.0 0.2 3.7 0.0 0.0 3.2 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 0.2 0.5 0.5 0.6 0.0 0.7 30.4 0.0 0.0 29.8 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 733 772 207 186Approach Delay, s/veh 0.5 0.7 30.4 29.8Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 60.5 19.5 60.5 19.5Change Period (Y+Rc), s 4.6 * 4.2 4.6 * 4.2Max Green Setting (Gmax), s 39.4 * 32 39.4 * 32Max Q Clear Time (g_c+I1), s 2.0 9.8 2.0 11.5Green Ext Time (p_c), s 8.2 0.8 9.1 0.9Intersection SummaryHCM 6th Ctrl Delay 6.7HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary8: Laurel Street & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 16Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 66 596 106 72 643 34 30 54 46 30 77 93Future Volume (veh/h) 66 596 106 72 643 34 30 54 46 30 77 93Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.90 0.97 0.90 0.95 0.92 0.94 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 66 596 103 72 643 32 30 54 34 30 77 77Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 185 1585 269 207 1757 86 352 277 175 152 359 395Arrive On Green 1.00 1.00 1.00 0.63 0.63 0.63 0.27 0.27 0.27 0.27 0.27 0.27Sat Flow, veh/h 208 2501 425 242 2771 136 1168 1033 651 352 1337 1472Grp Volume(v), veh/h 384 0 381 357 0 390 30 0 88 107 0 77Grp Sat Flow(s),veh/h/ln 1562 0 1571 1489 0 1660 1168 0 1684 1688 0 1472Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 9.0 1.6 0.0 3.2 0.0 0.0 3.2Cycle Q Clear(g_c), s 0.0 0.0 0.0 6.9 0.0 9.0 5.2 0.0 3.2 3.6 0.0 3.2Prop In Lane 0.17 0.27 0.20 0.08 1.00 0.39 0.28 1.00Lane Grp Cap(c), veh/h 1043 0 996 998 0 1053 352 0 452 511 0 395V/C Ratio(X) 0.37 0.00 0.38 0.36 0.00 0.37 0.09 0.00 0.19 0.21 0.00 0.19Avail Cap(c_a), veh/h 1043 0 996 998 0 1053 437 0 575 630 0 502HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.97 0.00 0.97 0.67 0.00 0.67 1.00 0.00 1.00 0.28 0.00 0.28Uniform Delay (d), s/veh 0.0 0.0 0.0 6.6 0.0 7.0 24.7 0.0 22.6 22.7 0.0 22.6Incr Delay (d2), s/veh 1.0 0.0 1.1 0.7 0.0 0.7 0.0 0.0 0.1 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.3 0.0 0.3 2.6 0.0 3.0 0.5 0.0 1.3 1.5 0.0 1.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 1.0 0.0 1.1 7.3 0.0 7.7 24.8 0.0 22.7 22.7 0.0 22.6LnGrp LOS AAAAAACACCACApproach Vol, veh/h 765 747 118 184Approach Delay, s/veh 1.0 7.5 23.2 22.7Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 54.8 25.2 54.8 25.2Change Period (Y+Rc), s 4.1 3.7 4.1 3.7Max Green Setting (Gmax), s 44.9 27.3 44.9 27.3Max Q Clear Time (g_c+I1), s 2.0 5.6 11.0 7.2Green Ext Time (p_c), s 9.7 0.5 8.8 0.3Intersection SummaryHCM 6th Ctrl Delay 7.3HCM 6th LOS A January 26, 2026 Packet Pg. 1102
HCM Signalized Intersection Capacity Analysis
9: El Camino Real & San Carlos Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 17Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 348 354 270 1263 1214 453Future Volume (vph) 348 354 270 1263 1214 453Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.6 4.6 3.5 4.4 4.4 4.4Lane Util. Factor 0.97 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.94 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 3433 1482 1770 3539 3539 1532Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 3433 1482 1770 3539 3539 1532Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 348 354 270 1263 1214 453RTOR Reduction (vph) 0 126 0 0 0 126Lane Group Flow (vph) 348 228 270 1263 1214 327Confl. Peds. (#/hr) 32 12Turn Type Prot Perm Prot NA NA PermProtected Phases 8 1 6 2Permitted Phases 8 2Actuated Green, G (s) 24.9 24.9 24.7 96.9 68.7 68.7Effective Green, g (s) 24.9 24.9 24.7 96.9 68.7 68.7Actuated g/C Ratio 0.17 0.17 0.16 0.65 0.46 0.46Clearance Time (s) 4.6 4.6 3.5 4.4 4.4 4.4Vehicle Extension (s) 2.0 2.0 2.5 4.0 4.0 4.0Lane Grp Cap (vph) 569 246 291 2286 1620 701v/s Ratio Prot 0.10 c0.15 0.36 c0.34v/s Ratio Perm c0.15 0.21v/c Ratio 0.61 0.93 0.93 0.55 0.75 0.47Uniform Delay, d1 58.1 61.7 61.8 14.6 33.5 28.0Progression Factor 1.00 1.00 0.97 0.64 0.67 0.53Incremental Delay, d2 1.4 37.3 31.4 0.9 2.4 1.6Delay (s) 59.4 98.9 91.1 10.2 24.7 16.4Level of Service E F F B C BApproach Delay (s) 79.4 24.5 22.5Approach LOS E C CIntersection SummaryHCM 2000 Control Delay 33.5 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 77.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group HCM 6th TWSC10: Chestnut Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 20IntersectionInt Delay, s/veh 3.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 9 93 3 21 106 21 3 21 16 16 18 12Future Vol, veh/h 9 93 3 21 106 21 3 21 16 16 18 12Conflicting Peds, #/hr 40 0 27 25 0 38 27 0 25 38 0 40Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 9 93 3 21 106 21 3 21 16 16 18 12Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 167 0 0 123 0 0 354 349 160 368 340 197 Stage 1 - - - - - - 140 140 - 199 199 - Stage 2 - - - - - - 214 209 - 169 141 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1411 - - 1464 - - 601 575 885 588 582 844 Stage 1 - - - - - - 863 781 - 803 736 - Stage 2 - - - - - - 788 729 - 833 780 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1357 - - 1426 - - 531 527 831 509 533 781Mov Cap-2 Maneuver - - - - - - 531 527 - 509 533 - Stage 1 - - - - - - 835 755 - 767 697 - Stage 2 - - - - - - 715 690 - 760 754 -Approach EB WB NB SBHCM Control Delay, s 0.7 1.1 11.2 11.9HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 618 1357 - - 1426 - - 571HCM Lane V/C Ratio 0.065 0.007 - - 0.015 - - 0.081HCM Control Delay (s) 11.2 7.7 0 - 7.6 0 - 11.9HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 January 26, 2026 Packet Pg. 1103
HCM 6th AWSC
11: Elm Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 22IntersectionIntersection Delay, s/veh 11Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 81 21 22 84 38 36 231 32 41 183 51Future Vol, veh/h 16 81 21 22 84 38 36 231 32 41 183 51Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 16 81 21 22 84 38 36 231 32 41 183 51Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 9.9 10 11.6 11.2HCM LOS A A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 12% 14% 15% 15%Vol Thru, % 77% 69% 58% 67%Vol Right, % 11% 18% 26% 19%Sign Control Stop Stop Stop StopTraffic Vol by Lane 299 118 144 275LT Vol 36 16 22 41Through Vol 231 81 84 183RT Vol 32 21 38 51Lane Flow Rate 299 118 144 275Geometry Grp 1111Degree of Util (X) 0.418 0.183 0.219 0.383Departure Headway (Hd) 5.027 5.569 5.473 5.019Convergence, Y/N Yes Yes Yes YesCap 718 644 655 718Service Time 3.055 3.606 3.509 3.05HCM Lane V/C Ratio 0.416 0.183 0.22 0.383HCM Control Delay 11.6 9.9 10 11.2HCM Lane LOS B A A BHCM 95th-tile Q 2.1 0.7 0.8 1.8 HCM 6th TWSC12: Walnut Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 24IntersectionInt Delay, s/veh 9.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 15 124 18 41 117 59 12 134 39 38 77 19Future Vol, veh/h 15 124 18 41 117 59 12 134 39 38 77 19Conflicting Peds, #/hr 51 0 38 43 0 56 38 0 43 56 0 51Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 15 124 18 41 117 59 12 134 39 38 77 19Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 232 0 0 185 0 0 534 520 232 591 500 254 Stage 1 - - - - - - 206 206 - 285 285 - Stage 2 - - - - - - 328 314 - 306 215 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1336 - - 1390 - - 457 461 807 419 473 785 Stage 1 - - - - - - 796 731 - 722 676 - Stage 2 - - - - - - 685 656 - 704 725 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1265 - - 1333 - - 335 399 733 254 410 707Mov Cap-2 Maneuver - - - - - - 335 399 - 254 410 - Stage 1 - - - - - - 754 692 - 674 619 - Stage 2 - - - - - - 536 600 - 502 687 -Approach EB WB NB SBHCM Control Delay, s 0.8 1.5 19.3 20.3HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 435 1265 - - 1333 - - 368HCM Lane V/C Ratio 0.425 0.012 - - 0.031 - - 0.364HCM Control Delay (s) 19.3 7.9 0 - 7.8 0 - 20.3HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 2.1 0 - - 0.1 - - 1.6 January 26, 2026 Packet Pg. 1104
HCM 6th AWSC
13: Laurel Street & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 26IntersectionIntersection Delay, s/veh 9.7Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 55 176 0 0 169 81 0 0 0 85 0 112Future Vol, veh/h 55 176 0 0 169 81 0 0 0 85 0 112Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 55 176 0 0 169 81 0 0 0 85 0 112Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.9 9.6 0 9.5HCM LOS A A - ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 24% 0% 43%Vol Thru, % 100% 76% 68% 0%Vol Right, % 0% 0% 32% 57%Sign Control Stop Stop Stop StopTraffic Vol by Lane 0 231 250 197LT Vol 0 55 0 85Through Vol 0 176 169 0RT Vol 0 0 81 112Lane Flow Rate 0 231 250 197Geometry Grp 1111Degree of Util (X) 0 0.304 0.312 0.261Departure Headway (Hd) 5.314 4.744 4.494 4.766Convergence, Y/N Yes Yes Yes YesCap 0 755 798 751Service Time 3.388 2.792 2.54 2.815HCM Lane V/C Ratio 0 0.306 0.313 0.262HCM Control Delay 8.4 9.9 9.6 9.5HCM Lane LOS N A A AHCM 95th-tile Q 0 1.3 1.3 1 HCM 6th Signalized Intersection Summary14: El Camino Real & Cherry Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 28Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 177 6 163 12 4 28 114 1275 7 24 1312 171Future Volume (veh/h) 177 6 163 12 4 28 114 1275 7 24 1312 171Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.98 0.96 0.98 0.96 1.00 1.00 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 177 6 124 12 4 18 114 1275 3 24 1312 146Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 247 7 227 62 15 227 135 2075 921 328 3242 361Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.00 1.00 0.37 1.00 1.00Sat Flow, veh/h 1343 46 1527 132 100 1527 1781 3554 1578 1781 4643 517Grp Volume(v), veh/h 183 0 124 16 0 18 114 1275 3 24 962 496Grp Sat Flow(s),veh/h/ln 1388 0 1527 232 0 1527 1781 1777 1578 1781 1702 1756Q Serve(g_s), s 0.0 0.0 11.3 0.8 0.0 1.5 9.3 0.0 0.0 1.3 0.0 0.0Cycle Q Clear(g_c), s 19.4 0.0 11.3 20.2 0.0 1.5 9.3 0.0 0.0 1.3 0.0 0.0Prop In Lane 0.97 1.00 0.75 1.00 1.00 1.00 1.00 0.29Lane Grp Cap(c), veh/h 254 0 227 77 0 227 135 2075 921 328 2376 1226V/C Ratio(X) 0.72 0.00 0.55 0.21 0.00 0.08 0.84 0.61 0.00 0.07 0.40 0.40Avail Cap(c_a), veh/h 440 0 431 257 0 431 267 2075 921 328 2376 1226HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.52 0.52 0.52Uniform Delay (d), s/veh 62.6 0.0 59.2 62.4 0.0 55.0 62.8 0.0 0.0 39.1 0.0 0.0Incr Delay (d2), s/veh 1.5 0.0 0.8 0.5 0.0 0.1 10.1 1.4 0.0 0.0 0.3 0.5Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 7.0 0.0 4.5 0.6 0.0 0.6 4.3 0.4 0.0 0.6 0.1 0.2Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 64.1 0.0 59.9 62.9 0.0 55.1 72.9 1.4 0.0 39.1 0.3 0.5LnGrp LOS EAEEAEEAADAAApproach Vol, veh/h 307 34 1392 1482Approach Delay, s/veh 62.4 58.7 7.2 1.0Approach LOS E E A ATimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.9 109.1 26.0 32.0 92.0 26.0Change Period (Y+Rc), s 3.5 4.4 3.7 4.4 * 4.4 3.7Max Green Setting (Gmax), s 22.5 73.6 42.3 8.5 * 88 42.3Max Q Clear Time (g_c+I1), s 11.3 2.0 22.2 3.3 2.0 21.4Green Ext Time (p_c), s 0.1 24.1 0.0 0.0 21.9 0.9Intersection SummaryHCM 6th Ctrl Delay 10.2HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1105
HCM 6th TWSC
15: Elm Street & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 30IntersectionInt Delay, s/veh 4.9Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 97 108 193 99 74 158Future Vol, veh/h 97 108 193 99 74 158Conflicting Peds, #/hr 3 5 0 3 5 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 97 108 193 99 74 158Major/Minor Minor1 Major1 Major2Conflicting Flow All 557 253 0 0 297 0 Stage 1 248 ----- Stage 2 309 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 491 786 - - 1264 - Stage 1 793 ----- Stage 2 745 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 456 779 - - 1258 -Mov Cap-2 Maneuver 456 ----- Stage 1 789 ----- Stage 2 695 -----Approach WB NB SBHCM Control Delay, s 14.5 0 2.6HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 583 1258 -HCM Lane V/C Ratio - - 0.352 0.059 -HCM Control Delay (s) - - 14.5 8 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 1.6 0.2 - HCM 6th TWSC16: Walnut Street & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 32IntersectionInt Delay, s/veh 6.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 24 113 32 50 115 109 60 52 19 76 16 22Future Vol, veh/h 24 113 32 50 115 109 60 52 19 76 16 22Conflicting Peds, #/hr 12 0 22 21 0 11 22 0 21 11 0 12Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 24 113 32 50 115 109 60 52 19 76 16 22Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 236 0 0 167 0 0 510 535 172 516 497 204 Stage 1 - - - - - - 199 199 - 282 282 - Stage 2 - - - - - - 311 336 - 234 215 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1331 - - 1411 - - 474 452 872 470 475 837 Stage 1 - - - - - - 803 736 - 725 678 - Stage 2 - - - - - - 699 642 - 769 725 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1316 - - 1381 - - 410 411 837 384 432 810Mov Cap-2 Maneuver - - - - - - 410 411 - 384 432 - Stage 1 - - - - - - 770 706 - 703 642 - Stage 2 - - - - - - 622 608 - 669 695 -Approach EB WB NB SBHCM Control Delay, s 1.1 1.4 16.5 16.2HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 443 1316 - - 1381 - - 435HCM Lane V/C Ratio 0.296 0.018 - - 0.036 - - 0.262HCM Control Delay (s) 16.5 7.8 0 - 7.7 0 - 16.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 1.2 0.1 - - 0.1 - - 1 January 26, 2026 Packet Pg. 1106
HCM 6th AWSC
17: Laurel Street & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 34IntersectionIntersection Delay, s/veh 10.9Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 133 72 104 202 0 152 0 120 0 0 0Future Vol, veh/h 0 133 72 104 202 0 152 0 120 0 0 0Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 0 133 72 104 202 0 152 0 120 0 0 0Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.7 11.6 11.1 0HCM LOS A B B -Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 56% 0% 34% 0%Vol Thru, % 0% 65% 66% 100%Vol Right, % 44% 35% 0% 0%Sign Control Stop Stop Stop StopTraffic Vol by Lane 272 205 306 0LT Vol 152 0 104 0Through Vol 0 133 202 0RT Vol 120 72 0 0Lane Flow Rate 272 205 306 0Geometry Grp 1111Degree of Util (X) 0.376 0.273 0.42 0Departure Headway (Hd) 4.979 4.799 4.943 5.682Convergence, Y/N Yes Yes Yes YesCap 715 740 722 0Service Time 3.055 2.88 3.016 3.682HCM Lane V/C Ratio 0.38 0.277 0.424 0HCM Control Delay 11.1 9.7 11.6 8.7HCM Lane LOS B A B NHCM 95th-tile Q 1.8 1.1 2.1 0 HCM 6th TWSC18: El Camino Real & Olive Street 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 36IntersectionInt Delay, s/veh 3.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 158 0 0 3 138 1403 7 0 1330 216Future Vol, veh/h 0 0 158 0 0 3 138 1403 7 0 1330 216Conflicting Peds, #/hr 6 0 6 8 0 8 6 0 8 8 0 6Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - 0 - - 0 210 - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 0 0 158 0 0 3 138 1403 7 0 1330 216Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All - - 785 - - 721 1552 0 0 - - 0 Stage 1 - - ---------- Stage 2 - - ----------Critical Hdwy - - 7.14 - - 6.94 5.34 -----Critical Hdwy Stg 1 - - - - - - - - - - - -Critical Hdwy Stg 2 - - - - - - - - - - - -Follow-up Hdwy - - 3.92 - - 3.32 3.12 - - - - -Pot Cap-1 Maneuver 0 0 288 0 0 370 210 - - 0 - - Stage 1 0 0 - 0 0 - - - - 0 - - Stage 2 0 0 - 0 0 - - - - 0 - -Platoon blocked, % - - - -Mov Cap-1 Maneuver - - 285 - - 364 209 - ----Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - ---------- Stage 2 - - ----------Approach EB WB NB SBHCM Control Delay, s 32.3 15 4.5 0HCM LOS D CMinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBT SBRCapacity (veh/h) 209 - - 285 364 - -HCM Lane V/C Ratio 0.66 - - 0.554 0.008 - -HCM Control Delay (s) 50.5 - - 32.3 15 - -HCM Lane LOS F - - D C - -HCM 95th %tile Q(veh) 4 - - 3.1 0 - - January 26, 2026 Packet Pg. 1107
HCM 6th AWSC
19: Elm Street & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 38IntersectionIntersection Delay, s/veh 11.4Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 63 177 6 20 156 75 17 145 23 48 84 91Future Vol, veh/h 63 177 6 20 156 75 17 145 23 48 84 91Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 63 177 6 20 156 75 17 145 23 48 84 91Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 11.9 11.5 11 11.2HCM LOS B B B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 9% 26% 8% 22%Vol Thru, % 78% 72% 62% 38%Vol Right, % 12% 2% 30% 41%Sign Control Stop Stop Stop StopTraffic Vol by Lane 185 246 251 223LT Vol 17 63 20 48Through Vol 145 177 156 84RT Vol 23 6 75 91Lane Flow Rate 185 246 251 223Geometry Grp 1111Degree of Util (X) 0.289 0.377 0.371 0.336Departure Headway (Hd) 5.629 5.524 5.328 5.423Convergence, Y/N Yes Yes Yes YesCap 636 649 673 660Service Time 3.681 3.574 3.378 3.473HCM Lane V/C Ratio 0.291 0.379 0.373 0.338HCM Control Delay 11 11.9 11.5 11.2HCM Lane LOS B B B BHCM 95th-tile Q 1.2 1.8 1.7 1.5 HCM 6th TWSC20: Walnut Street & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 40IntersectionInt Delay, s/veh 1.1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 247 9 4 225 16 33Future Vol, veh/h 247 9 4 225 16 33Conflicting Peds, #/hr 0 14 18 0 14 18Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 247 9 4 225 16 33Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 274 0 517 288 Stage 1 - - - - 270 - Stage 2 - - - - 247 -Critical Hdwy - - 4.12 - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1289 - 518 751 Stage 1 - - - - 775 - Stage 2 - - - - 794 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1267 - 500 725Mov Cap-2 Maneuver - - - - 500 - Stage 1 - - - - 762 - Stage 2 - - - - 781 -Approach EB WB NBHCM Control Delay, s 0 0.1 11.2HCM LOS BMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 632 - - 1267 -HCM Lane V/C Ratio 0.078 - - 0.003 -HCM Control Delay (s) 11.2 - - 7.8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.3 - - 0 - January 26, 2026 Packet Pg. 1108
HCM 6th AWSC
21: Laurel Street & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 42IntersectionIntersection Delay, s/veh 15.3Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 79 130 28 28 130 57 68 270 43 66 119 81Future Vol, veh/h 79 130 28 28 130 57 68 270 43 66 119 81Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 79 130 28 28 130 57 68 270 43 66 119 81Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 14 13.2 18.3 13.9HCM LOS B B C BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 18% 33% 13% 25%Vol Thru, % 71% 55% 60% 45%Vol Right, % 11% 12% 27% 30%Sign Control Stop Stop Stop StopTraffic Vol by Lane 381 237 215 266LT Vol 68 79 28 66Through Vol 270 130 130 119RT Vol 43 28 57 81Lane Flow Rate 381 237 215 266Geometry Grp 1111Degree of Util (X) 0.625 0.42 0.377 0.446Departure Headway (Hd) 5.904 6.377 6.311 6.035Convergence, Y/N Yes Yes Yes YesCap 610 564 570 596Service Time 3.949 4.428 4.364 4.084HCM Lane V/C Ratio 0.625 0.42 0.377 0.446HCM Control Delay 18.3 14 13.2 13.9HCM Lane LOS C B B BHCM 95th-tile Q 4.3 2.1 1.7 2.3 HCM 6th Signalized Intersection Summary22: El Camino Real & Arroyo Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 44Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 142 135 78 1390 1336 171Future Volume (veh/h) 142 135 78 1390 1336 171Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 142 110 78 1390 1336 168Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 213 189 559 2750 1828 230Arrive On Green 0.12 0.12 0.31 0.77 0.80 0.80Sat Flow, veh/h 1781 1585 1781 3647 4737 575Grp Volume(v), veh/h 142 110 78 1390 995 509Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1702 1739Q Serve(g_s), s 5.7 4.9 2.4 10.9 10.6 10.6Cycle Q Clear(g_c), s 5.7 4.9 2.4 10.9 10.6 10.6Prop In Lane 1.00 1.00 1.00 0.33Lane Grp Cap(c), veh/h 213 189 559 2750 1362 696V/C Ratio(X) 0.67 0.58 0.14 0.51 0.73 0.73Avail Cap(c_a), veh/h 618 549 559 2750 1362 696HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 31.6 31.3 18.5 3.1 5.6 5.6Incr Delay (d2), s/veh 1.4 1.1 0.0 0.7 3.5 6.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.5 1.9 0.9 2.1 2.4 3.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 33.0 32.3 18.5 3.8 9.0 12.2LnGrp LOS C C BAABApproach Vol, veh/h 252 1468 1504Approach Delay, s/veh 32.7 4.6 10.1Approach LOS C A BTimer - Assigned Phs 1 2 4 6Phs Duration (G+Y+Rc), s 28.0 34.5 12.5 62.5Change Period (Y+Rc), s 4.5 * 4.5 3.5 4.5Max Green Setting (Gmax), s 7.5 * 30 26.0 41.0Max Q Clear Time (g_c+I1), s 4.4 12.6 7.7 12.9Green Ext Time (p_c), s 0.0 12.0 0.4 16.4Intersection SummaryHCM 6th Ctrl Delay 9.4HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1109
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 45Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 3 16 4 16 24 50 3 150 19 13 82 10Future Volume (vph) 3 16 4 16 24 50 3 150 19 13 82 10Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Hourly flow rate (vph) 3 16 4 16 24 50 3 150 19 13 82 10Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 23 90 172 105Volume Left (vph) 3 16 3 13Volume Right (vph) 4 50 19 10Hadj (s) -0.04 -0.26 -0.03 0.00Departure Headway (s) 4.6 4.3 4.2 4.3Degree Utilization, x 0.03 0.11 0.20 0.13Capacity (veh/h) 723 780 818 790Control Delay (s) 7.7 7.8 8.3 8.0Approach Delay (s) 7.7 7.8 8.3 8.0Approach LOS A A A AIntersection SummaryDelay 8.1Level of Service AIntersection Capacity Utilization 30.2% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 47IntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 6 44 0 19 84 87 3 10 9 12 9 4Future Vol, veh/h 6 44 0 19 84 87 3 10 9 12 9 4Conflicting Peds, #/hr 9 0 11 15 0 13 11 0 15 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 6 44 0 19 84 87 3 10 9 12 9 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 184 0 0 59 0 0 254 293 74 260 250 152 Stage 1 - - - - - - 71 71 - 179 179 - Stage 2 - - - - - - 183 222 - 81 71 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1391 - - 1545 - - 699 618 988 693 653 894 Stage 1 - - - - - - 939 836 - 823 751 - Stage 2 - - - - - - 819 720 - 927 836 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1374 - - 1523 - - 662 591 960 651 625 874Mov Cap-2 Maneuver - - - - - - 662 591 - 651 625 - Stage 1 - - - - - - 922 821 - 810 731 - Stage 2 - - - - - - 786 701 - 891 821 -Approach EB WB NB SBHCM Control Delay, s 0.9 0.7 10.2 10.6HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 714 1374 - - 1523 - - 668HCM Lane V/C Ratio 0.031 0.004 - - 0.012 - - 0.037HCM Control Delay (s) 10.2 7.6 0 - 7.4 0 - 10.6HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 January 26, 2026 Packet Pg. 1110
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 49IntersectionIntersection Delay, s/veh 10.5Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 37 15 9 37 76 26 310 41 20 144 16Future Vol, veh/h 16 37 15 9 37 76 26 310 41 20 144 16Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 16 37 15 9 37 76 26 310 41 20 144 16Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 9 9 11.8 9.4HCM LOS A A B ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 7% 24% 7% 11%Vol Thru, % 82% 54% 30% 80%Vol Right, % 11% 22% 62% 9%Sign Control Stop Stop Stop StopTraffic Vol by Lane 377 68 122 180LT Vol 26 16 9 20Through Vol 310 37 37 144RT Vol 41 15 76 16Lane Flow Rate 377 68 122 180Geometry Grp 1111Degree of Util (X) 0.479 0.1 0.168 0.241Departure Headway (Hd) 4.575 5.306 4.952 4.814Convergence, Y/N Yes Yes Yes YesCap 784 669 717 740Service Time 2.629 3.391 3.028 2.879HCM Lane V/C Ratio 0.481 0.102 0.17 0.243HCM Control Delay 11.8 9 9 9.4HCM Lane LOS B A A AHCM 95th-tile Q 2.6 0.3 0.6 0.9 HCM 6th TWSC26: El Camino Real & Morse Boulevard 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 51IntersectionInt Delay, s/veh 63.7Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 56 68 121 1433 1477 61Future Vol, veh/h 56 68 121 1433 1477 61Conflicting Peds, #/hr 6 6 6 0 0 6Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 56 68 121 1433 1477 61Major/Minor Minor2 Major1 Major2Conflicting Flow All 2479 781 1544 0 - 0 Stage 1 1514 - ---- Stage 2 965 -----Critical Hdwy 6.29 7.14 5.34 - - -Critical Hdwy Stg 1 6.64 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.67 3.92 3.12 - - -Pot Cap-1 Maneuver ~ 35 290 212 - - - Stage 1 118 ----- Stage 2 322 -----Platoon blocked, % - - -Mov Cap-1 Maneuver ~ 15 287 211 - - -Mov Cap-2 Maneuver ~ 15 - - - - - Stage 1 ~ 50 - - - - - Stage 2 320 -----Approach EB NB SBHCM Control Delay, s$ 1611.4 3.3 0HCM LOS FMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 211 - 31 - -HCM Lane V/C Ratio 0.573 - 4 - -HCM Control Delay (s) 42.8 -$ 1611.4 - -HCM Lane LOS E - F - -HCM 95th %tile Q(veh) 3.2 - 14.8 - -Notes~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon January 26, 2026 Packet Pg. 1111
HCM 6th AWSC
27: Elm Street & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 53IntersectionIntersection Delay, s/veh 100.4Intersection LOS FMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Future Vol, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 63 507 13 25 733 15 24 89 35 14 70 38Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 57 163.1 14.7 14.1HCM LOS F F B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 16% 11% 3% 11%Vol Thru, % 60% 87% 95% 57%Vol Right, % 24% 2% 2% 31%Sign Control Stop Stop Stop StopTraffic Vol by Lane 148 583 773 122LT Vol 24 63 25 14Through Vol 89 507 733 70RT Vol 35 13 15 38Lane Flow Rate 148 583 773 122Geometry Grp 1111Degree of Util (X) 0.307 0.973 1.291 0.256Departure Headway (Hd) 8.166 6.482 6.011 8.263Convergence, Y/N Yes Yes Yes YesCap 443 566 603 438Service Time 6.166 4.482 4.101 6.263HCM Lane V/C Ratio 0.334 1.03 1.282 0.279HCM Control Delay 14.7 57 163.1 14.1HCM Lane LOS B F F BHCM 95th-tile Q 1.3 13.3 30.8 1 HCM 6th TWSC28: Walnut Street & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 55IntersectionInt Delay, s/veh 0.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 12 520 4 15 787 7 0 3 7 10 1 10Future Vol, veh/h 12 520 4 15 787 7 0 3 7 10 1 10Conflicting Peds, #/hr 10 0 4 3 0 9 4 0 3 9 0 10Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 12 520 4 15 787 7 0 3 7 10 1 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 804 0 0 528 0 0 1386 1384 535 1391 1383 811 Stage 1 - - - - - - 550 550 - 831 831 - Stage 2 - - - - - - 836 834 - 560 552 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 820 - - 1039 - - 120 143 545 120 144 379 Stage 1 - - - - - - 519 516 - 364 384 - Stage 2 - - - - - - 362 383 - 513 515 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 812 - - 1035 - - 111 134 538 110 135 372Mov Cap-2 Maneuver - - - - - - 111 134 - 110 135 - Stage 1 - - - - - - 506 503 - 353 370 - Stage 2 - - - - - - 339 369 - 489 502 -Approach EB WB NB SBHCM Control Delay, s 0.2 0.2 18.2 29.5HCM LOS C DMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 282 812 - - 1035 - - 168HCM Lane V/C Ratio 0.035 0.015 - - 0.014 - - 0.125HCM Control Delay (s) 18.2 9.5 0 - 8.5 0 - 29.5HCM Lane LOS C A A - A A - DHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.4 January 26, 2026 Packet Pg. 1112
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 57Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 48 426 66 115 665 140 91 268 88 38 165 74Future Volume (veh/h) 48 426 66 115 665 140 91 268 88 38 165 74Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.93 1.00 0.95Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 48 426 55 115 665 130 91 268 57 38 165 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 191 885 114 137 781 153 115 297 61 71 294 101Arrive On Green 0.11 0.55 0.55 0.08 0.52 0.52 0.30 0.30 0.30 0.30 0.30 0.30Sat Flow, veh/h 1781 1622 209 1781 1515 296 283 978 200 143 968 334Grp Volume(v), veh/h 48 0 481 115 0 795 416 0 0 264 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1832 1781 0 1811 1461 0 0 1446 0 0Q Serve(g_s), s 3.7 0.0 24.3 9.6 0.0 56.9 20.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 3.7 0.0 24.3 9.6 0.0 56.9 42.0 0.0 0.0 21.3 0.0 0.0Prop In Lane 1.00 0.11 1.00 0.16 0.22 0.14 0.14 0.23Lane Grp Cap(c), veh/h 191 0 1000 137 0 933 472 0 0 466 0 0V/C Ratio(X) 0.25 0.00 0.48 0.84 0.00 0.85 0.88 0.00 0.00 0.57 0.00 0.00Avail Cap(c_a), veh/h 191 0 1000 219 0 933 566 0 0 560 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.09 0.00 0.09 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 61.4 0.0 21.0 68.3 0.0 31.4 51.7 0.0 0.0 43.2 0.0 0.0Incr Delay (d2), s/veh 0.3 0.0 1.7 1.2 0.0 1.0 11.8 0.0 0.0 0.8 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.7 0.0 10.9 4.4 0.0 24.8 17.0 0.0 0.0 8.5 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 61.7 0.0 22.6 69.5 0.0 32.4 63.5 0.0 0.0 44.0 0.0 0.0LnGrp LOS E A C E A C E A A D A AApproach Vol, veh/h 529 910 416 264Approach Delay, s/veh 26.2 37.1 63.5 44.0Approach LOS C D E DTimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 49.2 15.3 85.6 49.2 19.8 81.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 54.3 18.4 66.2 54.3 7.3 77.3Max Q Clear Time (g_c+I1), s 44.0 11.6 26.3 23.3 5.7 58.9Green Ext Time (p_c), s 1.4 0.1 0.5 1.5 0.0 1.0Intersection SummaryHCM 6th Ctrl Delay 40.4HCM 6th LOS D HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 07/25/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 59Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Future Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 70 388 78 518 712 349 115 1081 160 452 997 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 80 462 97 441 663 485 136 1083 482 369 1645 100Arrive On Green 0.18 0.18 0.18 0.31 0.31 0.31 0.08 0.30 0.30 0.21 0.67 0.67Sat Flow, veh/h 452 2605 548 1428 2147 1573 1781 3554 1580 3456 4913 300Grp Volume(v), veh/h 286 0 250 652 578 349 115 1081 160 452 690 368Grp Sat Flow(s),veh/h/ln 1848 0 1757 1799 1777 1573 1781 1777 1580 1728 1702 1809Q Serve(g_s), s 22.6 0.0 20.5 46.3 46.3 29.6 9.6 45.6 11.7 16.0 16.9 17.0Cycle Q Clear(g_c), s 22.6 0.0 20.5 46.3 46.3 29.6 9.6 45.6 11.7 16.0 16.9 17.0Prop In Lane 0.24 0.31 0.79 1.00 1.00 1.00 1.00 0.17Lane Grp Cap(c), veh/h 328 0 312 555 548 485 136 1083 482 369 1140 606V/C Ratio(X) 0.87 0.00 0.80 1.17 1.05 0.72 0.84 1.00 0.33 1.23 0.61 0.61Avail Cap(c_a), veh/h 382 0 363 555 548 485 154 1083 482 369 1140 606HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 0.0 59.2 51.9 51.8 46.1 68.4 52.1 40.3 59.0 19.3 19.3Incr Delay (d2), s/veh 14.5 0.0 8.5 96.4 53.2 8.9 27.2 26.9 1.8 123.6 2.4 4.5Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 11.9 0.0 9.9 35.7 28.7 12.8 5.4 24.1 4.8 12.5 5.1 5.7Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 74.6 0.0 67.7 148.3 105.1 54.9 95.6 79.0 42.2 182.6 21.7 23.8LnGrp LOS E A E F F D F E D F C CApproach Vol, veh/h 536 1579 1356 1510Approach Delay, s/veh 71.3 111.8 76.1 70.3Approach LOS E F E ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.5 54.7 50.0 19.0 50.2 30.8Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 44.3 46.3 16.0 41.3 31.0Max Q Clear Time (g_c+I1), s 11.6 19.0 48.3 18.0 47.6 24.6Green Ext Time (p_c), s 0.0 10.5 0.0 0.0 0.0 1.5Intersection SummaryHCM 6th Ctrl Delay 85.2HCM 6th LOS F January 26, 2026 Packet Pg. 1113
HCM 6th AWSC
2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Mitigated Page 1IntersectionIntersection Delay, s/veh 18.6Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 501 9 178 251 7 4 19 173974Future Vol, veh/h 4 501 9 178 251 7 4 19 173974Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 4 501 9 178 251 7 4 19 173 9 7 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 22 18.1 11.6 10.2HCM LOS C C B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 2% 1% 41% 45%Vol Thru, % 10% 97% 58% 35%Vol Right, % 88% 2% 2% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 196 514 436 20LT Vol 4 4 178 9Through Vol 19 501 251 7RT Vol 173 9 7 4Lane Flow Rate 196 514 436 20Geometry Grp 1 1 1 1Degree of Util (X) 0.316 0.745 0.653 0.038Departure Headway (Hd) 5.812 5.218 5.39 6.823Convergence, Y/N Yes Yes Yes YesCap 615 694 667 521Service Time 3.874 3.263 3.437 4.912HCM Lane V/C Ratio 0.319 0.741 0.654 0.038HCM Control Delay 11.6 22 18.1 10.2HCM Lane LOS B C C BHCM 95th-tile Q 1.4 6.7 4.8 0.1 HCM 6th Signalized Intersection Summary2: Walnut Street & Holly Street 10/23/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Mitigated Page 1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 4 501 9 178 251 7 4 19 173 9 7 4Future Volume (veh/h) 4 501 9 178 251 7 4 19 173 9 7 4Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.99 0.96 0.96 0.98 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 4 501 9 178 251 7 4 19 173 9 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 54 1095 20 365 489 13 54 33 260 175 127 57Arrive On Green 0.60 0.60 0.60 1.00 1.00 1.00 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 3 1826 33 488 814 21 10 173 1374 531 672 301Grp Volume(v), veh/h 514 0 0 436 0 0 196 0 0 20 0 0Grp Sat Flow(s),veh/h/ln 1861 0 0 1323 0 0 1557 0 0 1504 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 10.7 0.0 0.0 0.0 0.0 0.0 8.2 0.0 0.0 0.6 0.0 0.0Prop In Lane 0.01 0.02 0.41 0.02 0.02 0.88 0.45 0.20Lane Grp Cap(c), veh/h 1169 0 0 867 0 0 347 0 0 359 0 0V/C Ratio(X) 0.44 0.00 0.00 0.50 0.00 0.00 0.57 0.00 0.00 0.06 0.00 0.00Avail Cap(c_a), veh/h 1169 0 0 867 0 0 497 0 0 496 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 0.75 0.00 0.00 0.97 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 7.7 0.0 0.0 0.0 0.0 0.0 26.3 0.0 0.0 23.3 0.0 0.0Incr Delay (d2), s/veh 0.3 0.0 0.0 1.6 0.0 0.0 1.4 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.7 0.0 0.0 0.4 0.0 0.0 3.1 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 8.0 0.0 0.0 1.6 0.0 0.0 27.7 0.0 0.0 23.3 0.0 0.0LnGrp LOS A A A A A A C A A C A AApproach Vol, veh/h 514 436 196 20Approach Delay, s/veh 8.0 1.6 27.7 23.3Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 17.2 46.0 17.2 46.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 20.0 42.0 20.0 42.0Max Q Clear Time (g_c+I1), s 10.2 12.7 2.6 2.0Green Ext Time (p_c), s 0.8 3.9 0.0 4.1Intersection SummaryHCM 6th Ctrl Delay 9.2HCM 6th LOS A January 26, 2026 Packet Pg. 1114
HCM Signalized Intersection Capacity Analysis
18: El Camino Real & Olive Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Mitigated Page 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133 Future Volume (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 3.5 2.0 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.91Frpb, ped/bikes 0.98 0.98 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.86 0.86 1.00 1.00 0.99Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1582 1584 1770 3535 5007Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1582 1584 1770 3535 5007Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133RTOR Reduction (vph) 0 0 145 0 0 1 0 0 0 0 15 0Lane Group Flow (vph) 0 0 33 0 0 0 88 1102 0 0 1514 0Confl. Peds. (#/hr) 4 4 3 3 4 3 3 4Turn Type Perm Perm Prot NA NAProtected Phases 5 2 6Permitted Phases 8 8Actuated Green, G (s) 13.0 13.0 7.4 70.0 37.7Effective Green, g (s) 13.0 13.0 7.4 70.0 37.7Actuated g/C Ratio 0.19 0.19 0.11 1.00 0.54Clearance Time (s) 4.0 4.0 3.5 2.0 4.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 293 294 187 3535 2696v/s Ratio Prot c0.05 c0.31 c0.30v/s Ratio Perm 0.02 0.00v/c Ratio 0.11 0.00 0.47 0.31 0.56Uniform Delay, d1 23.7 23.2 29.5 0.0 10.7Progression Factor 1.00 1.00 0.80 1.00 0.35Incremental Delay, d2 0.2 0.0 1.8 0.2 0.7Delay (s) 23.9 23.2 25.4 0.2 4.5Level of Service C C C A AApproach Delay (s) 23.9 23.2 2.1 4.5Approach LOS C C A AIntersection SummaryHCM 2000 Control Delay 4.7 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.52Actuated Cycle Length (s) 70.0 Sum of lost time (s) 11.9Intersection Capacity Utilization 48.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group HCM 6th Signalized Intersection Summary26: El Camino Real & Morse Boulevard 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Mitigated Page 5Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 27 77 91 993 1551 57Future Volume (veh/h) 27 77 91 993 1551 57Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 27 77 91 993 1551 57Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 34 97 118 2857 3476 128Arrive On Green 0.08 0.08 0.07 0.80 1.00 1.00Sat Flow, veh/h 415 1185 1781 3647 5223 186Grp Volume(v), veh/h 105 0 91 993 1044 564Grp Sat Flow(s),veh/h/ln 1616 0 1781 1777 1702 1836Q Serve(g_s), s 4.5 0.0 3.5 5.3 0.0 0.0Cycle Q Clear(g_c), s 4.5 0.0 3.5 5.3 0.0 0.0Prop In Lane 0.26 0.73 1.00 0.10Lane Grp Cap(c), veh/h 132 0 118 2857 2341 1263V/C Ratio(X) 0.80 0.00 0.77 0.35 0.45 0.45Avail Cap(c_a), veh/h 265 0 267 2857 2341 1263HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.43 0.43 0.85 0.85Uniform Delay (d), s/veh 31.6 0.0 32.2 1.9 0.0 0.0Incr Delay (d2), s/veh 10.3 0.0 4.6 0.1 0.5 1.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.1 0.0 1.6 0.6 0.2 0.3Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 41.9 0.0 36.7 2.0 0.5 1.0LnGrp LOS D A D A A AApproach Vol, veh/h 105 1084 1608Approach Delay, s/veh 41.9 4.9 0.7Approach LOS D A ATimer - Assigned Phs 2 4 5 6Phs Duration (G+Y+Rc), s 60.8 9.2 8.1 52.6Change Period (Y+Rc), s 4.5 3.5 3.5 4.5Max Green Setting (Gmax), s 50.5 11.5 10.5 36.5Max Q Clear Time (g_c+I1), s 7.3 6.5 5.5 2.0Green Ext Time (p_c), s 8.6 0.1 0.1 14.7Intersection SummaryHCM 6th Ctrl Delay 3.9HCM 6th LOS ANotesUser approved volume balancing among the lanes for turning movement.

January 26, 2026 Packet Pg. 1115
HCM 6th Signalized Intersection Summary
27: Elm Street & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Mitigated Page 7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 43 620 18 19 403 14 9 100 40 17 68 21Future Volume (veh/h) 43 620 18 19 403 14 9 100 40 17 68 21Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.96 0.94 0.92 0.96 0.89Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 696 1269 37 534 1260 44 62 233 88 84 235 64Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 962 1806 52 789 1794 62 41 1215 461 129 1226 335Grp Volume(v), veh/h 43 0 638 19 0 417 149 0 0 106 0 0Grp Sat Flow(s),veh/h/ln 962 0 1859 789 0 1856 1716 0 0 1690 0 0Q Serve(g_s), s 1.3 0.0 10.9 0.8 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.3 0.0 10.9 11.7 0.0 6.0 5.3 0.0 0.0 3.6 0.0 0.0Prop In Lane 1.00 0.03 1.00 0.03 0.06 0.27 0.16 0.20Lane Grp Cap(c), veh/h 696 0 1306 534 0 1304 384 0 0 384 0 0V/C Ratio(X) 0.06 0.00 0.49 0.04 0.00 0.32 0.39 0.00 0.00 0.28 0.00 0.00Avail Cap(c_a), veh/h 696 0 1306 534 0 1304 597 0 0 589 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 5.4 0.0 4.7 7.4 0.0 4.0 25.0 0.0 0.0 24.3 0.0 0.0Incr Delay (d2), s/veh 0.2 0.0 1.3 0.1 0.0 0.6 0.6 0.0 0.0 0.4 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.2 0.0 3.3 0.1 0.0 1.8 2.2 0.0 0.0 1.5 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 5.6 0.0 6.0 7.5 0.0 4.6 25.6 0.0 0.0 24.7 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 681 436 149 106Approach Delay, s/veh 6.0 4.8 25.6 24.7Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 17.1 52.9 17.1 52.9Change Period (Y+Rc), s 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 22.3 40.3 22.3 40.3Max Q Clear Time (g_c+I1), s 7.3 12.9 5.6 13.7Green Ext Time (p_c), s 0.7 5.1 0.5 2.9Intersection SummaryHCM 6th Ctrl Delay 9.2HCM 6th LOS A HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Mitigated Page 1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Future Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 685 46 309 381 204 85 800 251 696 858 56Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 58 742 52 371 501 266 146 843 376 691 1685 110Arrive On Green 0.23 0.23 0.23 0.22 0.22 0.22 0.08 0.24 0.24 0.40 0.69 0.69Sat Flow, veh/h 250 3204 226 1675 2264 1202 1781 3554 1585 3456 4896 319Grp Volume(v), veh/h 416 0 371 330 284 280 85 800 251 696 596 318Grp Sat Flow(s),veh/h/ln 1858 0 1822 1787 1702 1652 1781 1777 1585 1728 1702 1810Q Serve(g_s), s 31.0 0.0 27.5 24.7 21.8 22.3 6.4 31.0 20.1 28.0 11.7 11.8Cycle Q Clear(g_c), s 31.0 0.0 27.5 24.7 21.8 22.3 6.4 31.0 20.1 28.0 11.7 11.8Prop In Lane 0.13 0.12 0.94 0.73 1.00 1.00 1.00 0.18Lane Grp Cap(c), veh/h 430 0 422 396 377 366 146 843 376 691 1172 623V/C Ratio(X) 0.97 0.00 0.88 0.83 0.75 0.77 0.58 0.95 0.67 1.01 0.51 0.51Avail Cap(c_a), veh/h 430 0 422 396 377 366 165 843 376 691 1172 623HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 53.3 0.0 51.9 52.0 50.9 51.1 61.9 52.6 48.4 42.0 16.1 16.1Incr Delay (d2), s/veh 31.0 0.0 16.0 18.3 13.0 14.2 1.8 20.9 9.1 36.0 1.6 3.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 18.2 0.0 14.5 13.1 10.7 10.7 3.0 16.1 8.9 13.3 3.7 4.2Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.3 0.0 68.0 70.3 64.0 65.3 63.7 73.5 57.5 78.0 17.7 19.1LnGrp LOS F AEEEEEEEFBBApproach Vol, veh/h 787 894 1136 1610Approach Delay, s/veh 76.6 66.7 69.2 44.0Approach LOS E E E DTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 16.0 52.7 34.7 31.0 37.7 36.6Change Period (Y+Rc), s 4.5 * 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 * 48 31.0 28.0 33.2 32.4Max Q Clear Time (g_c+I1), s 8.4 13.8 26.7 30.0 33.0 33.0Green Ext Time (p_c), s 0.0 9.9 2.6 0.0 0.1 0.0Intersection SummaryHCM 6th Ctrl Delay 60.9HCM 6th LOS ENotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1116
HCM 6th AWSC
2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Mitigated Page 1IntersectionIntersection Delay, s/veh 17.1Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 228 17 131 414 14 8 22 160 7 7 4Future Vol, veh/h 1 228 17 131 414 14 8 22 160 7 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 1 228 17 131 414 14 8 22 160 7 7 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 11.2 22.2 10.7 9.5HCM LOS B C B ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 4% 0% 23% 39%Vol Thru, % 12% 93% 74% 39%Vol Right, % 84% 7% 3% 22%Sign Control Stop Stop Stop StopTraffic Vol by Lane 190 246 559 18LT Vol 8 1 131 7Through Vol 22 228 414 7RT Vol 160 17 14 4Lane Flow Rate 190 246 559 18Geometry Grp 1 1 1 1Degree of Util (X) 0.287 0.357 0.766 0.031Departure Headway (Hd) 5.447 5.23 4.933 6.287Convergence, Y/N Yes Yes Yes YesCap 659 689 738 568Service Time 3.49 3.261 2.933 4.345HCM Lane V/C Ratio 0.288 0.357 0.757 0.032HCM Control Delay 10.7 11.2 22.2 9.5HCM Lane LOS B B C AHCM 95th-tile Q 1.2 1.6 7.3 0.1 HCM 6th Signalized Intersection Summary2: Walnut Street & Holly Street 10/23/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Mitigated Page 1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1 228 17 131 414 14 8 22 160 7 7 4Future Volume (veh/h) 1 228 17 131 414 14 8 22 160 7 7 4Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 0.94 0.95 0.97 0.92Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 1 228 17 131 414 14 8 22 160 7 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 49 1028 76 253 770 25 55 42 247 153 142 65Arrive On Green 0.60 0.60 0.60 1.00 1.00 1.00 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 1 1713 127 323 1283 41 25 220 1304 458 751 345Grp Volume(v), veh/h 246 0 0 559 0 0 190 0 0 18 0 0Grp Sat Flow(s),veh/h/ln 1841 0 0 1647 0 0 1549 0 0 1554 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 4.6 0.0 0.0 0.0 0.0 0.0 8.4 0.0 0.0 0.6 0.0 0.0Prop In Lane 0.00 0.07 0.23 0.03 0.04 0.84 0.39 0.22Lane Grp Cap(c), veh/h 1153 0 0 1048 0 0 344 0 0 361 0 0V/C Ratio(X) 0.21 0.00 0.00 0.53 0.00 0.00 0.55 0.00 0.00 0.05 0.00 0.00Avail Cap(c_a), veh/h 1153 0 0 1048 0 0 503 0 0 511 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 0.71 0.00 0.00 0.84 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 6.9 0.0 0.0 0.0 0.0 0.0 28.0 0.0 0.0 24.9 0.0 0.0Incr Delay (d2), s/veh 0.1 0.0 0.0 1.4 0.0 0.0 1.2 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.6 0.0 0.0 0.4 0.0 0.0 3.2 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 7.0 0.0 0.0 1.4 0.0 0.0 29.2 0.0 0.0 24.9 0.0 0.0LnGrp LOS A A A A A A C A A C A AApproach Vol, veh/h 246 559 190 18Approach Delay, s/veh 7.0 1.4 29.2 24.9Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 18.2 49.0 18.2 49.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 22.0 45.0 22.0 45.0Max Q Clear Time (g_c+I1), s 10.4 6.6 2.6 2.0Green Ext Time (p_c), s 0.9 1.7 0.0 4.8Intersection SummaryHCM 6th Ctrl Delay 8.4HCM 6th LOS A January 26, 2026 Packet Pg. 1117
HCM Signalized Intersection Capacity Analysis
18: El Camino Real & Olive Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Mitigated Page 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216Future Volume (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 3.5 2.0 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.91Frpb, ped/bikes 0.97 0.97 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.86 0.86 1.00 1.00 0.98Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1571 1564 1770 3536 4956Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1571 1564 1770 3536 4956Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216RTOR Reduction (vph) 0 0 137 0 0 3 0 0 0 0 26 0Lane Group Flow (vph) 0 0 21 0 0 0 138 1410 0 0 1520 0Confl. Peds. (#/hr) 6 6 8 8 6 8 8 6Confl. Bikes (#/hr) 1Turn Type Perm Perm Prot NA NAProtected Phases 5 2 6Permitted Phases 8 8Actuated Green, G (s) 10.0 10.0 9.5 75.0 43.6Effective Green, g (s) 10.0 10.0 9.5 75.0 43.6Actuated g/C Ratio 0.13 0.13 0.13 1.00 0.58Clearance Time (s) 4.0 4.0 3.5 2.0 4.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 209 208 224 3536 2881v/s Ratio Prot c0.08 c0.40 c0.31v/s Ratio Perm 0.01 0.00v/c Ratio 0.10 0.00 0.62 0.40 0.53Uniform Delay, d1 28.6 28.2 31.0 0.0 9.5Progression Factor 1.00 1.00 0.83 1.00 0.75Incremental Delay, d2 0.2 0.0 4.2 0.3 0.6Delay (s) 28.8 28.2 30.0 0.3 7.8Level of Service C C C A AApproach Delay (s) 28.8 28.2 2.9 7.8Approach LOS C C A AIntersection SummaryHCM 2000 Control Delay 6.5 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.55Actuated Cycle Length (s) 75.0 Sum of lost time (s) 11.9Intersection Capacity Utilization 49.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group HCM 6th Signalized Intersection Summary26: El Camino Real & Morse Boulevard 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Mitigated Page 5Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 68 121 1433 1477 61Future Volume (veh/h) 56 68 121 1433 1477 61Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 68 121 1433 1477 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 70 85 401 2838 2578 106Arrive On Green 0.09 0.09 0.23 0.80 1.00 1.00Sat Flow, veh/h 740 898 1781 3647 5191 207Grp Volume(v), veh/h 125 0 121 1433 1001 537Grp Sat Flow(s),veh/h/ln 1651 0 1781 1777 1702 1826Q Serve(g_s), s 5.6 0.0 4.2 10.2 0.0 0.0Cycle Q Clear(g_c), s 5.6 0.0 4.2 10.2 0.0 0.0Prop In Lane 0.45 0.54 1.00 0.11Lane Grp Cap(c), veh/h 156 0 401 2838 1747 937V/C Ratio(X) 0.80 0.00 0.30 0.50 0.57 0.57Avail Cap(c_a), veh/h 253 0 401 2838 1747 937HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.14 0.14 0.84 0.84Uniform Delay (d), s/veh 33.3 0.0 24.1 2.5 0.0 0.0Incr Delay (d2), s/veh 9.0 0.0 0.1 0.1 1.2 2.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.6 0.0 1.7 1.4 0.3 0.6Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 42.3 0.0 24.2 2.6 1.2 2.1LnGrp LOS D A C A A AApproach Vol, veh/h 125 1554 1538Approach Delay, s/veh 42.3 4.3 1.5Approach LOS D A ATimer - Assigned Phs 2 4 5 6Phs Duration (G+Y+Rc), s 64.4 10.6 21.4 43.0Change Period (Y+Rc), s 4.5 3.5 4.5 * 4.5Max Green Setting (Gmax), s 55.5 11.5 13.5 * 39Max Q Clear Time (g_c+I1), s 12.2 7.6 6.2 2.0Green Ext Time (p_c), s 15.2 0.1 0.1 14.1Intersection SummaryHCM 6th Ctrl Delay 4.4HCM 6th LOS ANotesUser approved volume balancing among the lanes for turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1118
HCM 6th Signalized Intersection Summary
27: Elm Street & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Mitigated Page 7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 63 507 13 25 733 15 24 89 35 14 70 38Future Volume (veh/h) 63 507 13 25 733 15 24 89 35 14 70 38Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 0.95 0.92 0.96 0.90Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 484 1319 34 642 1327 27 82 197 69 69 184 90Arrive On Green 0.73 0.73 0.73 0.73 0.73 0.73 0.17 0.17 0.17 0.17 0.17 0.17Sat Flow, veh/h 713 1814 47 878 1825 37 153 1130 397 89 1055 518Grp Volume(v), veh/h 63 0 520 25 0 748 148 0 0 122 0 0Grp Sat Flow(s),veh/h/ln 713 0 1861 878 0 1862 1679 0 0 1662 0 0Q Serve(g_s), s 3.3 0.0 7.9 0.8 0.0 13.7 0.2 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 17.1 0.0 7.9 8.8 0.0 13.7 5.7 0.0 0.0 4.8 0.0 0.0Prop In Lane 1.00 0.03 1.00 0.02 0.16 0.24 0.11 0.31Lane Grp Cap(c), veh/h 484 0 1353 642 0 1354 348 0 0 343 0 0V/C Ratio(X) 0.13 0.00 0.38 0.04 0.00 0.55 0.42 0.00 0.00 0.36 0.00 0.00Avail Cap(c_a), veh/h 484 0 1353 642 0 1354 527 0 0 520 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.6 0.0 3.9 5.5 0.0 4.7 27.9 0.0 0.0 27.5 0.0 0.0Incr Delay (d2), s/veh 0.6 0.0 0.8 0.1 0.0 1.6 0.8 0.0 0.0 0.6 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.5 0.0 2.3 0.1 0.0 4.1 2.4 0.0 0.0 2.0 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.1 0.0 4.7 5.6 0.0 6.3 28.7 0.0 0.0 28.2 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 583 773 148 122Approach Delay, s/veh 5.2 6.3 28.7 28.2Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 16.8 58.2 16.8 58.2Change Period (Y+Rc), s 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 21.3 46.3 21.3 46.3Max Q Clear Time (g_c+I1), s 7.7 19.1 6.8 15.7Green Ext Time (p_c), s 0.6 4.2 0.5 6.4Intersection SummaryHCM 6th Ctrl Delay 9.6HCM 6th LOS A HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Mitigated Page 1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Future Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 70 388 78 518 712 349 115 1081 160 452 997 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 80 462 97 458 686 339 136 1050 467 436 1743 106Arrive On Green 0.18 0.18 0.18 0.29 0.29 0.29 0.08 0.30 0.30 0.25 0.71 0.71Sat Flow, veh/h 452 2605 548 1588 2378 1175 1781 3554 1580 3456 4913 300Grp Volume(v), veh/h 286 0 250 584 505 489 115 1081 160 452 690 368Grp Sat Flow(s),veh/h/ln 1848 0 1757 1791 1702 1647 1781 1777 1580 1728 1702 1809Q Serve(g_s), s 22.6 0.0 20.5 43.3 43.3 43.3 9.6 44.3 11.9 18.9 14.9 14.9Cycle Q Clear(g_c), s 22.6 0.0 20.5 43.3 43.3 43.3 9.6 44.3 11.9 18.9 14.9 14.9Prop In Lane 0.24 0.31 0.89 0.71 1.00 1.00 1.00 0.17Lane Grp Cap(c), veh/h 328 0 312 517 491 476 136 1050 467 436 1208 642V/C Ratio(X) 0.87 0.00 0.80 1.13 1.03 1.03 0.84 1.03 0.34 1.04 0.57 0.57Avail Cap(c_a), veh/h 382 0 363 517 491 476 154 1050 467 436 1208 642HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 0.0 59.2 53.4 53.3 53.4 68.4 52.8 41.4 56.1 16.2 16.2Incr Delay (d2), s/veh 14.5 0.0 8.5 80.6 48.0 48.9 27.2 35.7 2.0 53.2 2.0 3.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 11.9 0.0 9.9 31.0 25.0 24.3 5.4 24.8 4.9 10.5 4.4 5.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 74.6 0.0 67.7 134.0 101.4 102.3 95.6 88.6 43.4 109.2 18.2 19.9LnGrp LOS E A E FFFFFDFBBApproach Vol, veh/h 536 1579 1356 1510Approach Delay, s/veh 71.3 113.7 83.9 45.9Approach LOS E F F DTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.5 57.7 47.0 23.4 48.8 30.8Change Period (Y+Rc), s 3.0 4.5 3.7 4.5 * 4.5 4.2Max Green Setting (Gmax), s 13.0 47.3 43.3 16.0 * 44 31.0Max Q Clear Time (g_c+I1), s 11.6 16.9 45.3 20.9 46.3 24.6Green Ext Time (p_c), s 0.0 11.4 0.0 0.0 0.0 1.5Intersection SummaryHCM 6th Ctrl Delay 80.5HCM 6th LOS FNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1119
HCM 6th TWSC
1: Elm Street & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 2IntersectionInt Delay, s/veh 15.1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 289 34 115 437 122 73Future Vol, veh/h 289 34 115 437 122 73Conflicting Peds, #/hr 5 50550Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 289 34 115 437 122 73Major/Minor Minor1 Major1 Major2Conflicting Flow All 661 344 0 0 557 0 Stage 1 339 - - - - - Stage 2 322 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 427 699 - - 1014 - Stage 1 722 - - - - - Stage 2 735 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 369 692 - - 1009 -Mov Cap-2 Maneuver 369 - - - - - Stage 1 718 - - - - - Stage 2 639 - - - - -Approach WB NB SBHCM Control Delay, s 46.6 0 5.7HCM LOS EMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 388 1009 -HCM Lane V/C Ratio - - 0.832 0.121 -HCM Control Delay (s) - - 46.6 9.1 0HCM Lane LOS - - E A AHCM 95th %tile Q(veh) - - 7.7 0.4 - HCM 6th TWSC2: Walnut Street & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 4IntersectionInt Delay, s/veh 9.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 553 9 239 311 7 4 19 226 9 7 4Future Vol, veh/h 4 553 9 239 311 7 4 19 226 9 7 4Conflicting Peds, #/hr 8 0 5 14 0 17 5 0 14 17 0 8Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 4 553 9 239 311 7 4 19 226 9 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 335 0 0 576 0 0 1386 1393 589 1515 1394 340 Stage 1 - - - - - - 580 580 - 810 810 - Stage 2 - - - - - - 806 813 - 705 584 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1224 - - 997 - - 120 142 508 98 141 702 Stage 1 - - - - - - 500 500 - 374 393 - Stage 2 - - - - - - 376 392 - 427 498 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1204 - - 984 - - 85 97 493 34 96 685Mov Cap-2 Maneuver - - - - - - 85 97 - 34 96 - Stage 1 - - - - - - 491 491 - 366 273 - Stage 2 - - - - - - 255 272 - 218 489 -Approach EB WB NB SBHCM Control Delay, s 0.1 4.2 35.8 96.7HCM LOS E FMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 355 1204 - - 984 - - 58HCM Lane V/C Ratio 0.701 0.003 - - 0.243 - - 0.345HCM Control Delay (s) 35.8 8 0 - 9.8 0 - 96.7HCM Lane LOS E A A - A A - FHCM 95th %tile Q(veh) 5.1 0 - - 1 - - 1.2 January 26, 2026 Packet Pg. 1120
HCM 6th Signalized Intersection Summary
3: Laurel Street & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 12 758 20 89 483 20 9 18 197 55 38 40Future Volume (veh/h) 12 758 20 89 483 20 9 18 197 55 38 40Initial Q (Qb), veh 040000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.96 0.95 0.98 0.94Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 12 758 17 89 483 19 9 18 114 55 38 17Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 19 1272 29 121 657 26 34 32 161 104 67 24Arrive On Green 0.35 0.35 0.35 0.44 0.44 0.44 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 54 3582 84 278 1508 59 50 258 1302 526 538 194Grp Volume(v), veh/h 414 0 373 591 0 0 141 0 0 110 0 0Grp Sat Flow(s),veh/h/ln 1868 0 1852 1845 0 0 1610 0 0 1258 0 0Q Serve(g_s), s 25.7 0.0 22.8 37.2 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0Cycle Q Clear(g_c), s 25.7 0.0 22.8 37.2 0.0 0.0 11.6 0.0 0.0 12.5 0.0 0.0Prop In Lane 0.03 0.05 0.15 0.03 0.06 0.81 0.50 0.15Lane Grp Cap(c), veh/h 663 0 657 804 0 0 227 0 0 194 0 0V/C Ratio(X) 0.62 0.00 0.57 0.74 0.00 0.00 0.62 0.00 0.00 0.57 0.00 0.00Avail Cap(c_a), veh/h 663 0 657 804 0 0 343 0 0 304 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.18 0.00 0.00 0.98 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 37.7 0.0 36.7 32.8 0.0 0.0 59.0 0.0 0.0 58.8 0.0 0.0Incr Delay (d2), s/veh 4.4 0.0 3.5 1.1 0.0 0.0 2.7 0.0 0.0 2.6 0.0 0.0Initial Q Delay(d3),s/veh 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 13.1 0.0 11.5 17.0 0.0 0.0 5.0 0.0 0.0 4.0 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 42.2 0.0 40.4 33.9 0.0 0.0 61.8 0.0 0.0 61.4 0.0 0.0LnGrp LOS D A D C A A E A A E A AApproach Vol, veh/h 787 591 141 110Approach Delay, s/veh 41.4 33.9 61.8 61.4Approach LOS D C E ETimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 53.7 21.3 65.0 21.3Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 39.0 28.0 61.0 28.0Max Q Clear Time (g_c+I1), s 27.7 14.5 39.2 13.6Green Ext Time (p_c), s 4.0 0.4 4.3 0.7Intersection SummaryHCM 6th Ctrl Delay 41.8HCM 6th LOS D HCM 6th Signalized Intersection Summary4: El Camino Real & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 145 850 26 535 514 261 6 679 363 292 730 121Future Volume (veh/h) 145 850 26 535 514 261 6 679 363 292 730 121Initial Q (Qb), veh 000000004000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 145 850 24 535 514 242 6 679 262 292 730 118Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 147 911 27 985 533 445 32 754 583 323 860 139Arrive On Green 0.29 0.29 0.29 0.28 0.28 0.28 0.04 0.42 0.42 0.09 0.28 0.28Sat Flow, veh/h 502 3103 91 3456 1870 1560 1781 3554 2750 3456 3063 495Grp Volume(v), veh/h 533 0 486 535 514 242 6 679 262 292 423 425Grp Sat Flow(s),veh/h/ln 1845 0 1852 1728 1870 1560 1781 1777 1375 1728 1777 1781Q Serve(g_s), s 40.1 0.0 35.2 18.3 37.9 18.4 0.5 24.9 9.5 11.7 31.5 31.5Cycle Q Clear(g_c), s 40.1 0.0 35.2 18.3 37.9 18.4 0.5 24.9 9.5 11.7 31.5 31.5Prop In Lane 0.27 0.05 1.00 1.00 1.00 1.00 1.00 0.28Lane Grp Cap(c), veh/h 542 0 544 985 533 445 32 754 583 323 499 500V/C Ratio(X) 0.98 0.00 0.89 0.54 0.96 0.54 0.19 0.90 0.45 0.90 0.85 0.85Avail Cap(c_a), veh/h 542 0 544 985 533 445 51 754 583 323 499 500HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00Upstream Filter(I) 0.49 0.00 0.49 1.00 1.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00Uniform Delay (d), s/veh 49.1 0.0 47.4 42.3 49.3 42.4 66.5 38.9 34.8 62.8 47.5 47.6Incr Delay (d2), s/veh 22.9 0.0 9.3 2.2 31.1 4.7 0.9 14.4 2.2 26.9 16.3 16.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 22.0 0.0 17.8 8.2 22.4 7.8 0.2 10.4 3.3 6.3 16.1 16.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 72.0 0.0 56.7 44.5 80.4 47.1 67.4 53.3 37.6 89.7 63.9 63.9LnGrp LOS E A E D F D E D D F E EApproach Vol, veh/h 1019 1291 947 1140Approach Delay, s/veh 64.7 59.3 49.1 70.5Approach LOS E E D ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 7.0 43.8 44.0 16.6 34.2 45.2Change Period (Y+Rc), s 4.5 * 4.5 4.1 3.5 4.5 4.1Max Green Setting (Gmax), s 4.0 * 39 39.9 13.1 29.7 41.1Max Q Clear Time (g_c+I1), s 2.5 33.5 39.9 13.7 26.9 42.1Green Ext Time (p_c), s 0.0 2.5 0.0 0.0 1.5 0.0Intersection SummaryHCM 6th Ctrl Delay 61.2HCM 6th LOS ENotesUser approved ignoring U-Turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1121
HCM 6th Signalized Intersection Summary
5: Chestnut Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 6 1515 38 21 913 15 212 6 37 22 6 19Future Volume (veh/h) 6 1515 38 21 913 15 212 6 37 22 6 19Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.98 0.99 0.99 0.99 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 6 1515 38 21 913 15 212 6 27 22 6 19Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 35 2517 63 237 2605 43 313 7 32 191 60 138Arrive On Green 0.73 0.73 0.73 1.00 1.00 1.00 0.20 0.20 0.20 0.20 0.20 0.20Sat Flow, veh/h 3 3455 86 333 3576 59 1247 35 159 708 298 683Grp Volume(v), veh/h 818 0 741 21 454 474 245 0 0 47 0 0Grp Sat Flow(s),veh/h/ln 1863 0 1682 333 1777 1858 1441 0 0 1689 0 0Q Serve(g_s), s 0.0 0.0 23.5 2.2 0.0 0.0 15.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 23.2 0.0 23.5 25.7 0.0 0.0 17.8 0.0 0.0 2.4 0.0 0.0Prop In Lane 0.01 0.05 1.00 0.03 0.87 0.11 0.47 0.40Lane Grp Cap(c), veh/h 1390 0 1225 237 1294 1354 353 0 0 390 0 0V/C Ratio(X) 0.59 0.00 0.60 0.09 0.35 0.35 0.69 0.00 0.00 0.12 0.00 0.00Avail Cap(c_a), veh/h 1390 0 1225 237 1294 1354 496 0 0 543 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.96 0.96 0.96 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 7.2 0.0 7.2 3.8 0.0 0.0 41.8 0.0 0.0 36.0 0.0 0.0Incr Delay (d2), s/veh 1.8 0.0 2.2 0.7 0.7 0.7 0.9 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 8.9 0.0 8.2 0.2 0.3 0.3 6.5 0.0 0.0 1.1 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.0 0.0 9.5 4.5 0.7 0.7 42.8 0.0 0.0 36.0 0.0 0.0LnGrp LOS A A A A A A D A A D A AApproach Vol, veh/h 1559 949 245 47Approach Delay, s/veh 9.2 0.8 42.8 36.0Approach LOS A A D DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 84.2 25.8 84.2 25.8Change Period (Y+Rc), s 4.1 3.5 4.1 3.5Max Green Setting (Gmax), s 68.9 33.5 68.9 33.5Max Q Clear Time (g_c+I1), s 25.5 4.4 27.7 19.8Green Ext Time (p_c), s 25.6 0.1 12.3 0.8Intersection SummaryHCM 6th Ctrl Delay 9.8HCM 6th LOS A HCM 6th Signalized Intersection Summary6: Elm Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 12Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 471 967 122 38 584 9 91 74 46 9 82 265Future Volume (veh/h) 471 967 122 38 584 9 91 74 46 9 82 265Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.95 1.00 0.95 0.99 0.98 0.99 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 471 967 113 38 584 9 91 74 38 9 82 177Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 681 2408 281 404 2705 42 190 130 266 48 302 266Arrive On Green 0.76 0.76 0.76 1.00 1.00 1.00 0.17 0.17 0.17 0.17 0.17 0.17Sat Flow, veh/h 815 3186 372 521 3579 55 818 764 1557 71 1769 1557Grp Volume(v), veh/h 471 539 541 38 290 303 165 0 38 91 0 177Grp Sat Flow(s),veh/h/ln 815 1777 1782 521 1777 1857 1583 0 1557 1840 0 1557Q Serve(g_s), s 36.8 11.7 11.7 1.3 0.0 0.0 5.5 0.0 2.3 0.0 0.0 11.7Cycle Q Clear(g_c), s 36.8 11.7 11.7 13.0 0.0 0.0 10.1 0.0 2.3 4.7 0.0 11.7Prop In Lane 1.00 0.21 1.00 0.03 0.55 1.00 0.10 1.00Lane Grp Cap(c), veh/h 681 1343 1347 404 1343 1404 321 0 266 350 0 266V/C Ratio(X) 0.69 0.40 0.40 0.09 0.22 0.22 0.51 0.00 0.14 0.26 0.00 0.67Avail Cap(c_a), veh/h 681 1343 1347 404 1343 1404 488 0 439 549 0 439HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.70 0.70 0.70 0.93 0.93 0.93 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 7.8 4.7 4.7 0.9 0.0 0.0 41.8 0.0 38.8 39.8 0.0 42.7Incr Delay (d2), s/veh 4.0 0.6 0.6 0.4 0.3 0.3 0.5 0.0 0.1 0.1 0.0 1.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 6.1 3.9 4.0 0.1 0.1 0.1 4.2 0.0 0.9 2.2 0.0 4.6Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 11.8 5.3 5.3 1.3 0.3 0.3 42.3 0.0 38.9 39.9 0.0 43.8LnGrp LOS B A A A A A D A D D A DApproach Vol, veh/h 1551 631 203 268Approach Delay, s/veh 7.3 0.4 41.6 42.5Approach LOS A A D DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 87.5 22.5 87.5 22.5Change Period (Y+Rc), s 4.4 3.7 4.4 3.7Max Green Setting (Gmax), s 70.9 31.0 70.9 31.0Max Q Clear Time (g_c+I1), s 38.8 13.7 15.0 12.1Green Ext Time (p_c), s 19.6 0.6 7.4 0.7Intersection SummaryHCM 6th Ctrl Delay 11.8HCM 6th LOS B January 26, 2026 Packet Pg. 1122
HCM 6th Signalized Intersection Summary
7: Walnut Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 173 813 48 22 481 53 28 49 30 22 38 122Future Volume (veh/h) 173 813 48 22 481 53 28 49 30 22 38 122Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.96 0.98 0.94 0.96 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 173 813 48 22 481 50 28 49 30 22 38 120Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 719 1418 1147 549 1257 131 88 141 73 55 67 171Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.16 0.16 0.16 0.16 0.16 0.16Sat Flow, veh/h 863 1870 1512 637 1657 172 286 873 452 114 413 1054Grp Volume(v), veh/h 173 813 48 22 0 531 107 0 0 180 0 0Grp Sat Flow(s),veh/h/ln 863 1870 1512 637 0 1830 1611 0 0 1581 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.0 0.0Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 6.1 0.0 0.0 11.7 0.0 0.0Prop In Lane 1.00 1.00 1.00 0.09 0.26 0.28 0.12 0.67Lane Grp Cap(c), veh/h 719 1418 1147 549 0 1387 302 0 0 293 0 0V/C Ratio(X) 0.24 0.57 0.04 0.04 0.00 0.38 0.35 0.00 0.00 0.62 0.00 0.00Avail Cap(c_a), veh/h 719 1418 1147 549 0 1387 456 0 0 447 0 0HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.92 0.92 0.92 0.96 0.00 0.96 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 41.2 0.0 0.0 43.5 0.0 0.0Incr Delay (d2), s/veh 0.7 1.6 0.1 0.1 0.0 0.8 0.3 0.0 0.0 0.8 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.6 0.0 0.0 0.0 0.3 2.6 0.0 0.0 4.7 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 0.7 1.6 0.1 0.1 0.0 0.8 41.4 0.0 0.0 44.3 0.0 0.0LnGrp LOS A A A A A A D A A D A AApproach Vol, veh/h 1034 553 107 180Approach Delay, s/veh 1.3 0.7 41.4 44.3Approach LOS A A D DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 88.0 22.0 88.0 22.0Change Period (Y+Rc), s 4.6 * 4.2 4.6 * 4.2Max Green Setting (Gmax), s 72.4 * 29 72.4 * 29Max Q Clear Time (g_c+I1), s 2.0 13.7 2.0 8.1Green Ext Time (p_c), s 16.5 0.6 6.9 0.4Intersection SummaryHCM 6th Ctrl Delay 7.6HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary8: Laurel Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 16Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 148 658 103 54 465 21 28 37 43 19 47 54Future Volume (veh/h) 148 658 103 54 465 21 28 37 43 19 47 54Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.92 0.91 0.92 0.91Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 148 658 99 54 465 18 28 37 34 19 47 40Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 664 1179 177 587 1338 52 245 152 140 105 238 257Arrive On Green 1.00 1.00 1.00 0.75 0.75 0.75 0.18 0.18 0.18 0.18 0.18 0.18Sat Flow, veh/h 903 1570 236 695 1783 69 1212 852 783 354 1331 1438Grp Volume(v), veh/h 148 0 757 54 0 483 28 0 71 66 0 40Grp Sat Flow(s),veh/h/ln 903 0 1807 695 0 1852 1212 0 1635 1686 0 1438Q Serve(g_s), s 2.7 0.0 0.0 2.3 0.0 9.7 2.2 0.0 4.1 0.0 0.0 2.6Cycle Q Clear(g_c), s 12.4 0.0 0.0 2.3 0.0 9.7 5.5 0.0 4.1 3.3 0.0 2.6Prop In Lane 1.00 0.13 1.00 0.04 1.00 0.48 0.29 1.00Lane Grp Cap(c), veh/h 664 0 1356 587 0 1390 245 0 292 343 0 257V/C Ratio(X) 0.22 0.00 0.56 0.09 0.00 0.35 0.11 0.00 0.24 0.19 0.00 0.16Avail Cap(c_a), veh/h 664 0 1356 587 0 1390 319 0 391 442 0 344HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.80 0.00 0.80 0.66 0.00 0.66 1.00 0.00 1.00 0.09 0.00 0.09Uniform Delay (d), s/veh 0.7 0.0 0.0 3.7 0.0 4.6 40.8 0.0 38.8 38.5 0.0 38.2Incr Delay (d2), s/veh 0.6 0.0 1.3 0.2 0.0 0.5 0.1 0.0 0.2 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.0 0.5 0.3 0.0 3.4 0.7 0.0 1.7 1.5 0.0 0.9Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 1.3 0.0 1.3 3.9 0.0 5.1 40.9 0.0 39.0 38.5 0.0 38.2LnGrp LOS A A A A A A D A D D A DApproach Vol, veh/h 905 537 99 106Approach Delay, s/veh 1.3 5.0 39.5 38.4Approach LOS A A D DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 86.7 23.3 86.7 23.3Change Period (Y+Rc), s 4.1 3.7 4.1 3.7Max Green Setting (Gmax), s 75.9 26.3 75.9 26.3Max Q Clear Time (g_c+I1), s 14.4 5.3 11.7 7.5Green Ext Time (p_c), s 13.6 0.3 6.5 0.3Intersection SummaryHCM 6th Ctrl Delay 7.2HCM 6th LOS A January 26, 2026 Packet Pg. 1123
HCM Signalized Intersection Capacity Analysis
9: El Camino Real & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 17Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 210 458 278 827 985 244Future Volume (vph) 210 458 278 827 985 244Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.6 4.6 3.5 4.4 4.4 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.93 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1770 1473 1770 3539 3539 1531Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1770 1473 1770 3539 3539 1531Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 210 458 278 827 985 244RTOR Reduction (vph) 0 138 0 0 0 105Lane Group Flow (vph) 210 320 278 827 985 139Confl. Peds. (#/hr) 38 5Turn Type Prot Perm Prot NA NA PermProtected Phases 8 1 6 2Permitted Phases 8 2Actuated Green, G (s) 36.6 36.6 23.5 69.8 42.8 42.8Effective Green, g (s) 36.6 36.6 23.5 69.8 42.8 42.8Actuated g/C Ratio 0.26 0.26 0.17 0.50 0.31 0.31Clearance Time (s) 4.6 4.6 3.5 4.4 4.4 4.4Vehicle Extension (s) 5.0 5.0 2.5 4.0 4.0 4.0Lane Grp Cap (vph) 462 385 297 1764 1081 468v/s Ratio Prot 0.12 c0.16 0.23 c0.28v/s Ratio Perm c0.22 0.09v/c Ratio 0.45 0.83 0.94 0.47 0.91 0.30Uniform Delay, d1 43.3 48.8 57.5 23.0 46.8 37.1Progression Factor 1.00 1.00 0.63 0.32 0.89 1.05Incremental Delay, d2 3.2 18.5 33.9 0.8 10.0 1.2Delay (s) 46.5 67.3 70.2 8.2 51.5 40.0Level of Service D E E A D DApproach Delay (s) 60.7 23.8 49.2Approach LOS E C DIntersection SummaryHCM 2000 Control Delay 42.4 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 76.0% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group HCM 6th TWSC10: Chestnut Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 20IntersectionInt Delay, s/veh 4.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 138 19 14 78 23 9 35 31 37 21 6Future Vol, veh/h 16 138 19 14 78 23 9 35 31 37 21 6Conflicting Peds, #/hr 33 0 35 30 0 28 35 0 30 28 0 33Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 16 138 19 14 78 23 9 35 31 37 21 6Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 134 0 0 192 0 0 381 377 213 394 375 158 Stage 1 - - - - - - 215 215 - 151 151 - Stage 2 - - - - - - 166 162 - 243 224 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1451 - - 1381 - - 577 555 827 566 556 887 Stage 1 - - - - - - 787 725 - 851 772 - Stage 2 - - - - - - 836 764 - 761 718 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1405 - - 1335 - - 509 508 777 475 509 830Mov Cap-2 Maneuver - - - - - - 509 508 - 475 509 - Stage 1 - - - - - - 751 692 - 814 740 - Stage 2 - - - - - - 771 732 - 665 685 -Approach EB WB NB SBHCM Control Delay, s 0.7 0.9 11.9 13.1HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 593 1405 - - 1335 - - 506HCM Lane V/C Ratio 0.126 0.011 - - 0.01 - - 0.126HCM Control Delay (s) 11.9 7.6 0 - 7.7 0 - 13.1HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.4 January 26, 2026 Packet Pg. 1124
HCM 6th AWSC
11: Elm Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 22IntersectionIntersection Delay, s/veh 10.4Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 19 164 28 19 60 27 34 169 27 47 137 51Future Vol, veh/h 19 164 28 19 60 27 34 169 27 47 137 51Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 19 164 28 19 60 27 34 169 27 47 137 51Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 10.6 9.4 10.6 10.6HCM LOS B A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 15% 9% 18% 20%Vol Thru, % 73% 78% 57% 58%Vol Right, % 12% 13% 25% 22%Sign Control Stop Stop Stop StopTraffic Vol by Lane 230 211 106 235LT Vol 34 19 19 47Through Vol 169 164 60 137RT Vol 27 28 27 51Lane Flow Rate 230 211 106 235Geometry Grp 1111Degree of Util (X) 0.326 0.308 0.158 0.33Departure Headway (Hd) 5.102 5.249 5.37 5.049Convergence, Y/N Yes Yes Yes YesCap 706 686 668 712Service Time 3.13 3.277 3.404 3.076HCM Lane V/C Ratio 0.326 0.308 0.159 0.33HCM Control Delay 10.6 10.6 9.4 10.6HCM Lane LOS BBABHCM 95th-tile Q 1.4 1.3 0.6 1.4 HCM 6th TWSC12: Walnut Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 24IntersectionInt Delay, s/veh 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 13 206 15 7 94 24 10 49 28 38 43 10Future Vol, veh/h 13 206 15 7 94 24 10 49 28 38 43 10Conflicting Peds, #/hr 33 0 28 38 0 43 28 0 38 43 0 33Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 13 206 15 7 94 24 10 49 28 38 43 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 161 0 0 259 0 0 458 453 295 484 448 182 Stage 1 - - - - - - 278 278 - 163 163 - Stage 2 - - - - - - 180 175 - 321 285 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1418 - - 1306 - - 513 503 744 493 506 861 Stage 1 - - - - - - 728 680 - 839 763 - Stage 2 - - - - - - 822 754 - 691 676 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1360 - - 1259 - - 433 457 688 394 460 800Mov Cap-2 Maneuver - - - - - - 433 457 - 394 460 - Stage 1 - - - - - - 694 648 - 795 727 - Stage 2 - - - - - - 735 719 - 581 644 -Approach EB WB NB SBHCM Control Delay, s 0.4 0.4 13.5 15HCM LOS B CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 509 1360 - - 1259 - - 450HCM Lane V/C Ratio 0.171 0.01 - - 0.006 - - 0.202HCM Control Delay (s) 13.5 7.7 0 - 7.9 0 - 15HCM Lane LOS B A A - A A - CHCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.7 January 26, 2026 Packet Pg. 1125
HCM 6th AWSC
13: Laurel Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 26IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 57 196 0 0 105 41 0 0 0 59 0 44Future Vol, veh/h 57 196 0 0 105 41 0 0 0 59 0 44Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 57 196 0 0 105 41 0 0 0 59 0 44Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.3 8.2 0 8.4HCM LOS A A - ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 23% 0% 57%Vol Thru, % 100% 77% 72% 0%Vol Right, % 0% 0% 28% 43%Sign Control Stop Stop Stop StopTraffic Vol by Lane 0 253 146 103LT Vol 0 57 0 59Through Vol 0 196 105 0RT Vol 0 0 41 44Lane Flow Rate 0 253 146 103Geometry Grp 1111Degree of Util (X) 0 0.308 0.174 0.134Departure Headway (Hd) 4.956 4.381 4.283 4.671Convergence, Y/N Yes Yes Yes YesCap 0 822 840 768Service Time 2.989 2.398 2.303 2.696HCM Lane V/C Ratio 0 0.308 0.174 0.134HCM Control Delay 8 9.3 8.2 8.4HCM Lane LOS N A A AHCM 95th-tile Q 0 1.3 0.6 0.5 HCM 6th Signalized Intersection Summary14: El Camino Real & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 28Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 90 12 187 10 4 12 71 1008 6 33 1334 94Future Volume (veh/h) 90 12 187 10 4 12 71 1008 6 33 1334 94Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 90 12 140 10 4 5 71 1008 4 33 1334 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 48 4 409 44 11 409 90 1980 882 160 2948 197Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.10 1.00 1.00 0.18 1.00 1.00Sat Flow, veh/h 0 14 1553 0 41 1553 1781 3554 1583 1781 4887 326Grp Volume(v), veh/h 102 0 140 14 0 5 71 1008 4 33 929 494Grp Sat Flow(s),veh/h/ln 14 0 1553 41 0 1553 1781 1777 1583 1781 1702 1809Q Serve(g_s), s 0.0 0.0 10.2 0.0 0.0 0.3 5.5 0.0 0.0 2.2 0.0 0.0Cycle Q Clear(g_c), s 36.9 0.0 10.2 36.9 0.0 0.3 5.5 0.0 0.0 2.2 0.0 0.0Prop In Lane 0.88 1.00 0.71 1.00 1.00 1.00 1.00 0.18Lane Grp Cap(c), veh/h 52 0 409 55 0 409 90 1980 882 160 2053 1091V/C Ratio(X) 1.96 0.00 0.34 0.26 0.00 0.01 0.79 0.51 0.00 0.21 0.45 0.45Avail Cap(c_a), veh/h 52 0 409 55 0 409 261 1980 882 172 2053 1091HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33Uniform Delay (d), s/veh 67.5 0.0 41.7 42.9 0.0 38.1 62.2 0.0 0.0 53.1 0.0 0.0Incr Delay (d2), s/veh 494.5 0.0 0.2 0.9 0.0 0.0 10.9 0.9 0.0 0.2 0.2 0.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 9.0 0.0 4.0 0.4 0.0 0.1 2.6 0.3 0.0 1.0 0.1 0.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 561.9 0.0 41.9 43.8 0.0 38.1 73.1 0.9 0.0 53.3 0.2 0.4LnGrp LOS F A D D A D E A A D A AApproach Vol, veh/h 242 19 1083 1456Approach Delay, s/veh 261.1 42.3 5.7 1.5Approach LOS F D A ATimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 10.6 88.8 40.6 17.0 82.4 40.6Change Period (Y+Rc), s 3.5 4.4 3.7 4.4 * 4.4 3.7Max Green Setting (Gmax), s 20.5 71.0 36.9 13.5 * 78 36.9Max Q Clear Time (g_c+I1), s 7.5 2.0 38.9 4.2 2.0 38.9Green Ext Time (p_c), s 0.1 22.6 0.0 0.0 14.3 0.0Intersection SummaryHCM 6th Ctrl Delay 25.8HCM 6th LOS CNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1126
HCM 6th TWSC
15: Elm Street & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 30IntersectionInt Delay, s/veh 3.5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 47 70 147 58 55 140Future Vol, veh/h 47 70 147 58 55 140Conflicting Peds, #/hr 19 25 0 19 25 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 47 70 147 58 55 140Major/Minor Minor1 Major1 Major2Conflicting Flow All 470 226 0 0 230 0 Stage 1 201 - - - - - Stage 2 269 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 552 813 - - 1338 - Stage 1 833 - - - - - Stage 2 776 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 505 775 - - 1306 -Mov Cap-2 Maneuver 505 - - - - - Stage 1 813 - - - - - Stage 2 727 - - - - -Approach WB NB SBHCM Control Delay, s 11.9 0 2.2HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 638 1306 -HCM Lane V/C Ratio - - 0.183 0.042 -HCM Control Delay (s) - - 11.9 7.9 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 0.7 0.1 - HCM 6th TWSC16: Walnut Street & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 32IntersectionInt Delay, s/veh 5.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 86 19 33 73 40 24 32 15 59 9 10Future Vol, veh/h 16 86 19 33 73 40 24 32 15 59 9 10Conflicting Peds, #/hr 18 0 15 18 0 21 15 0 18 21 0 18Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 16 86 19 33 73 40 24 32 15 59 9 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 134 0 0 123 0 0 333 346 135 352 335 132 Stage 1 - - - - - - 146 146 - 180 180 - Stage 2 - - - - - - 187 200 - 172 155 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1451 - - 1464 - - 620 577 914 603 585 917 Stage 1 - - - - - - 857 776 - 822 750 - Stage 2 - - - - - - 815 736 - 830 769 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1422 - - 1439 - - 569 535 880 528 543 883Mov Cap-2 Maneuver - - - - - - 569 535 - 528 543 - Stage 1 - - - - - - 832 753 - 796 717 - Stage 2 - - - - - - 762 704 - 756 747 -Approach EB WB NB SBHCM Control Delay, s 1 1.7 11.9 12.5HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 596 1422 - - 1439 - - 559HCM Lane V/C Ratio 0.119 0.011 - - 0.023 - - 0.14HCM Control Delay (s) 11.9 7.6 0 - 7.6 0 - 12.5HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.5 January 26, 2026 Packet Pg. 1127
HCM 6th AWSC
17: Laurel Street & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 34IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 97 74 93 115 0 70 0 91 0 0 0Future Vol, veh/h 0 97 74 93 115 0 70 0 91 0 0 0Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 0 97 74 93 115 0 70 0 91 0 0 0Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.4 9.3 8.7 0HCM LOS A A A -Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 43% 0% 45% 0%Vol Thru, % 0% 57% 55% 100%Vol Right, % 57% 43% 0% 0%Sign Control Stop Stop Stop StopTraffic Vol by Lane 161 171 208 0LT Vol 70 0 93 0Through Vol 0 97 115 0RT Vol 91 74 0 0Lane Flow Rate 161 171 208 0Geometry Grp 1111Degree of Util (X) 0.203 0.204 0.265 0Departure Headway (Hd) 4.531 4.289 4.584 4.996Convergence, Y/N Yes Yes Yes YesCap 792 836 784 0Service Time 2.559 2.317 2.612 3.037HCM Lane V/C Ratio 0.203 0.205 0.265 0HCM Control Delay 8.7 8.4 9.3 8HCM Lane LOS A A A NHCM 95th-tile Q 0.8 0.8 1.1 0 HCM 6th TWSC18: El Camino Real & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 36IntersectionInt Delay, s/veh 3.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 178 0 0 1 88 1095 7 0 1396 133Future Vol, veh/h 0 0 178 0 0 1 88 1095 7 0 1396 133Conflicting Peds, #/hr 4 04303403304Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - 0 - - 0 210 - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 0 0 178 0 0 1 88 1095 7 0 1396 133Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All - - 773 - - 557 1533 0 0 - - 0 Stage 1 - ----------- Stage 2 - -----------Critical Hdwy - - 7.14 - - 6.94 5.34 - - - - -Critical Hdwy Stg 1 - - - - - - - - - - - -Critical Hdwy Stg 2 - - - - - - - - - - - -Follow-up Hdwy - - 3.92 - - 3.32 3.12 - - - - -Pot Cap-1 Maneuver 0 0 293 0 0 474 215 - - 0 - - Stage 1 0 0 - 0 0 - - - -0 - - Stage 2 0 0 - 0 0 - - - -0 - -Platoon blocked, % - - - -Mov Cap-1 Maneuver - - 291 - - 471 214 - - - - -Mov Cap-2 Maneuver - ----------- Stage 1 - ----------- Stage 2 - -----------Approach EB WB NB SBHCM Control Delay, s 35.1 12.7 2.4 0HCM LOS E BMinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBT SBRCapacity (veh/h) 214 - - 291 471 - -HCM Lane V/C Ratio 0.411 - - 0.612 0.002 - -HCM Control Delay (s) 33.1 - - 35.1 12.7 - -HCM Lane LOS D - - E B - -HCM 95th %tile Q(veh) 1.9 - - 3.7 0 - - January 26, 2026 Packet Pg. 1128
HCM 6th AWSC
19: Elm Street & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 38IntersectionIntersection Delay, s/veh 10.7Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 50 209 14 11 110 57 28 109 17 86 74 41Future Vol, veh/h 50 209 14 11 110 57 28 109 17 86 74 41Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 50 209 14 11 110 57 28 109 17 86 74 41Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 11.6 10 10.1 10.6HCM LOS B A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 18% 18% 6% 43%Vol Thru, % 71% 77% 62% 37%Vol Right, % 11% 5% 32% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 154 273 178 201LT Vol 28 50 11 86Through Vol 109 209 110 74RT Vol 17 14 57 41Lane Flow Rate 154 273 178 201Geometry Grp 1111Degree of Util (X) 0.232 0.394 0.255 0.298Departure Headway (Hd) 5.431 5.191 5.156 5.346Convergence, Y/N Yes Yes Yes YesCap 661 693 696 671Service Time 3.468 3.22 3.189 3.381HCM Lane V/C Ratio 0.233 0.394 0.256 0.3HCM Control Delay 10.1 11.6 10 10.6HCM Lane LOS BBABHCM 95th-tile Q 0.9 1.9 1 1.2 HCM 6th TWSC20: Walnut Street & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 40IntersectionInt Delay, s/veh 0.5Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 304 6 6 165 10 6Future Vol, veh/h 304 6 6 165 10 6Conflicting Peds, #/hr 0 11 12 0 11 12Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 304 6 6 165 10 6Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 322 0 507 331 Stage 1 - - - - 319 - Stage 2 - - - - 188 -Critical Hdwy - - 4.12 - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1238 - 525 711 Stage 1 - - - - 737 - Stage 2 - - - - 844 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1224 - 511 695Mov Cap-2 Maneuver - - - - 511 - Stage 1 - - - - 729 - Stage 2 - - - - 831 -Approach EB WB NBHCM Control Delay, s 0 0.3 11.5HCM LOS BMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 567 - - 1224 -HCM Lane V/C Ratio 0.028 - - 0.005 -HCM Control Delay (s) 11.5 - - 8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 - January 26, 2026 Packet Pg. 1129
HCM 6th AWSC
21: Laurel Street & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 42IntersectionIntersection Delay, s/veh 12.3Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 58 212 40 20 96 20 48 167 44 76 122 34Future Vol, veh/h 58 212 40 20 96 20 48 167 44 76 122 34Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 58 212 40 20 96 20 48 167 44 76 122 34Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 13.5 10.5 12.3 11.9HCM LOS B B B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 19% 19% 15% 33%Vol Thru, % 64% 68% 71% 53%Vol Right, % 17% 13% 15% 15%Sign Control Stop Stop Stop StopTraffic Vol by Lane 259 310 136 232LT Vol 48 58 20 76Through Vol 167 212 96 122RT Vol 44 40 20 34Lane Flow Rate 259 310 136 232Geometry Grp 1111Degree of Util (X) 0.399 0.475 0.22 0.363Departure Headway (Hd) 5.549 5.519 5.82 5.636Convergence, Y/N Yes Yes Yes YesCap 645 651 613 636Service Time 3.607 3.574 3.888 3.695HCM Lane V/C Ratio 0.402 0.476 0.222 0.365HCM Control Delay 12.3 13.5 10.5 11.9HCM Lane LOS BBBBHCM 95th-tile Q 1.9 2.6 0.8 1.7 HCM 6th Signalized Intersection Summary22: El Camino Real & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 44Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 197 168 41 970 1453 111Future Volume (veh/h) 197 168 41 970 1453 111Initial Q (Qb), veh 000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 197 146 41 970 1453 110Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2Cap, veh/h 253 226 540 2642 1818 138Arrive On Green 0.14 0.14 0.30 0.74 0.50 0.50Sat Flow, veh/h 1781 1585 1781 3647 5008 366Grp Volume(v), veh/h 197 146 41 970 1022 541Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1702 1802Q Serve(g_s), s 7.5 6.1 1.1 6.7 17.5 17.5Cycle Q Clear(g_c), s 7.5 6.1 1.1 6.7 17.5 17.5Prop In Lane 1.00 1.00 1.00 0.20Lane Grp Cap(c), veh/h 253 226 540 2642 1279 677V/C Ratio(X) 0.78 0.65 0.08 0.37 0.80 0.80Avail Cap(c_a), veh/h 664 591 540 2642 1279 677HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 28.9 28.4 17.4 3.2 15.3 15.3Incr Delay (d2), s/veh 1.9 1.2 0.0 0.4 5.3 9.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.2 2.3 0.4 1.4 5.8 7.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 30.9 29.5 17.4 3.6 20.6 24.9LnGrp LOS C C B A C CApproach Vol, veh/h 343 1011 1563Approach Delay, s/veh 30.3 4.1 22.1Approach LOS C A CTimer - Assigned Phs 1 2 4 6Phs Duration (G+Y+Rc), s 25.7 30.8 13.5 56.5Change Period (Y+Rc), s 4.5 * 4.5 3.5 4.5Max Green Setting (Gmax), s 6.1 * 26 26.1 35.9Max Q Clear Time (g_c+I1), s 3.1 19.5 9.5 8.7Green Ext Time (p_c), s 0.0 5.6 0.5 10.5Intersection SummaryHCM 6th Ctrl Delay 16.8HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1130
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 45Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 1 8 9 11 12 12 1 141 22 16 86 1Future Volume (vph) 1 8 9 11 12 12 1 141 22 16 86 1Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Hourly flow rate (vph) 1 8 9 11 12 12 1 141 22 16 86 1Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 18 35 164 103Volume Left (vph) 1 11 1 16Volume Right (vph) 9 12 22 1Hadj (s) -0.25 -0.11 -0.05 0.06Departure Headway (s) 4.3 4.4 4.1 4.2Degree Utilization, x 0.02 0.04 0.19 0.12Capacity (veh/h) 788 760 860 830Control Delay (s) 7.4 7.6 8.0 7.8Approach Delay (s) 7.4 7.6 8.0 7.8Approach LOS A A A AIntersection SummaryDelay 7.9Level of Service AIntersection Capacity Utilization 32.9% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 47IntersectionInt Delay, s/veh 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 38 1 4 38 4 3 12 7 7 3 1Future Vol, veh/h 3 38 1 4 38 4 3 12 7 7 3 1Conflicting Peds, #/hr 9 0 5 9 0 13 5 0 9 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 3 38 1 4 38 4 3 12 7 7 3 1Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 55 0 0 48 0 0 113 117 61 128 115 62 Stage 1 - - - - - - 54 54 - 61 61 - Stage 2 - - - - - - 59 63 - 67 54 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1550 - - 1559 - - 864 773 1004 845 775 1003 Stage 1 - - - - - - 958 850 - 950 844 - Stage 2 - - - - - - 953 842 - 943 850 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1531 - - 1546 - - 842 753 983 805 755 982Mov Cap-2 Maneuver - - - - - - 842 753 - 805 755 - Stage 1 - - - - - - 947 841 - 937 831 - Stage 2 - - - - - - 938 829 - 910 841 -Approach EB WB NB SBHCM Control Delay, s 0.5 0.6 9.5 9.5HCM LOS A AMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 826 1531 - - 1546 - - 804HCM Lane V/C Ratio 0.027 0.002 - - 0.003 - - 0.014HCM Control Delay (s) 9.5 7.4 0 - 7.3 0 - 9.5HCM Lane LOS A A A - A A - AHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 January 26, 2026 Packet Pg. 1131
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 49IntersectionIntersection Delay, s/veh 9.1Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 38 6 14 35 56 7 233 30 16 136 4Future Vol, veh/h 10 38 6 14 35 56 7 233 30 16 136 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 10 38 6 14 35 56 7 233 30 16 136 4Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 8.5 8.5 9.7 8.8HCM LOS A A A ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 19% 13% 10%Vol Thru, % 86% 70% 33% 87%Vol Right, % 11% 11% 53% 3%Sign Control Stop Stop Stop StopTraffic Vol by Lane 270 54 105 156LT Vol 7 10 14 16Through Vol 233 38 35 136RT Vol 30 6 56 4Lane Flow Rate 270 54 105 156Geometry Grp 1111Degree of Util (X) 0.333 0.075 0.136 0.2Departure Headway (Hd) 4.436 5.009 4.678 4.622Convergence, Y/N Yes Yes Yes YesCap 810 713 764 775Service Time 2.466 3.057 2.721 2.657HCM Lane V/C Ratio 0.333 0.076 0.137 0.201HCM Control Delay 9.7 8.5 8.5 8.8HCM Lane LOS AAAAHCM 95th-tile Q 1.5 0.2 0.5 0.7 HCM 6th TWSC26: El Camino Real & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 51IntersectionInt Delay, s/veh 13.3Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 27 77 91 993 1551 57Future Vol, veh/h 27 77 91 993 1551 57Conflicting Peds, #/hr 4 44004Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 27 77 91 993 1551 57Major/Minor Minor2 Major1 Major2Conflicting Flow All 2267 812 1612 0 - 0 Stage 1 1584 ----- Stage 2 683 -----Critical Hdwy 6.29 7.14 5.34 - - -Critical Hdwy Stg 1 6.64 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.67 3.92 3.12 - - -Pot Cap-1 Maneuver 48 276 196 - - - Stage 1 106 ----- Stage 2 450 -----Platoon blocked, % - - -Mov Cap-1 Maneuver ~ 25 274 195 - - -Mov Cap-2 Maneuver ~ 25 ----- Stage 1 56 ----- Stage 2 448 -----Approach EB NB SBHCM Control Delay, s$ 325.1 3.2 0HCM LOS FMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 195 - 76 - -HCM Lane V/C Ratio 0.467 - 1.368 - -HCM Control Delay (s) 38.7 -$ 325.1 - -HCM Lane LOS E - F - -HCM 95th %tile Q(veh) 2.2 - 8.2 - -Notes~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon January 26, 2026 Packet Pg. 1132
HCM 6th AWSC
27: Elm Street & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 53IntersectionIntersection Delay, s/veh 46.3Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Future Vol, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 43 620 18 19 403 14 9 100 40 17 68 21Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 74.3 22.3 13.1 12.4HCM LOS F C B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 6% 6% 4% 16%Vol Thru, % 67% 91% 92% 64%Vol Right, % 27% 3% 3% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 149 681 436 106LT Vol 9 43 19 17Through Vol 100 620 403 68RT Vol 40 18 14 21Lane Flow Rate 149 681 436 106Geometry Grp 1111Degree of Util (X) 0.287 1.055 0.708 0.211Departure Headway (Hd) 7.21 5.579 6.027 7.45Convergence, Y/N Yes Yes Yes YesCap 502 647 602 484Service Time 5.21 3.65 4.027 5.45HCM Lane V/C Ratio 0.297 1.053 0.724 0.219HCM Control Delay 13.1 74.3 22.3 12.4HCM Lane LOS B F C BHCM 95th-tile Q 1.2 18.2 5.8 0.8 HCM 6th TWSC28: Walnut Street & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 55IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 693 4 16 406 15 3 0 10 3 0 6Future Vol, veh/h 3 693 4 16 406 15 3 0 10 3 0 6Conflicting Peds, #/hr 14 0 4 7 0 17 4 0 7 17 0 14Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 3 693 4 16 406 15 3 0 10 3 0 6Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 438 0 0 704 0 0 1171 1178 719 1186 1173 445 Stage 1 - - - - - - 708 708 - 463 463 - Stage 2 - - - - - - 463 470 - 723 710 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1122 - - 894 - - 170 191 428 166 192 613 Stage 1 - - - - - - 426 438 - 579 564 - Stage 2 - - - - - - 579 560 - 417 437 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1104 - - 888 - - 162 181 418 154 182 595Mov Cap-2 Maneuver - - - - - - 162 181 - 154 182 - Stage 1 - - - - - - 421 433 - 567 541 - Stage 2 - - - - - - 552 538 - 399 432 -Approach EB WB NB SBHCM Control Delay, s 0 0.3 17.3 17.2HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 306 1104 - - 888 - - 304HCM Lane V/C Ratio 0.042 0.003 - - 0.018 - - 0.03HCM Control Delay (s) 17.3 8.3 0 - 9.1 0 - 17.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.1 January 26, 2026 Packet Pg. 1133
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 57Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 54 626 37 38 376 88 28 176 90 56 91 37Future Volume (veh/h) 54 626 37 38 376 88 28 176 90 56 91 37Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.93 1.00 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 54 626 28 38 376 84 28 176 67 56 91 27Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 350 1267 57 49 806 180 49 206 75 83 125 32Arrive On Green 0.20 0.71 0.71 0.03 0.55 0.55 0.18 0.18 0.18 0.18 0.18 0.18Sat Flow, veh/h 1781 1774 79 1781 1479 330 115 1151 416 275 699 179Grp Volume(v), veh/h 54 0 654 38 0 460 271 0 0 174 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1854 1781 0 1809 1682 0 0 1153 0 0Q Serve(g_s), s 3.5 0.0 21.8 3.0 0.0 21.7 0.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 3.5 0.0 21.8 3.0 0.0 21.7 22.1 0.0 0.0 21.3 0.0 0.0Prop In Lane 1.00 0.04 1.00 0.18 0.10 0.25 0.32 0.16Lane Grp Cap(c), veh/h 350 0 1323 49 0 986 330 0 0 241 0 0V/C Ratio(X) 0.15 0.00 0.49 0.78 0.00 0.47 0.82 0.00 0.00 0.72 0.00 0.00Avail Cap(c_a), veh/h 350 0 1323 106 0 986 524 0 0 414 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.37 0.00 0.37 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 46.6 0.0 8.8 67.7 0.0 19.4 56.0 0.0 0.0 54.7 0.0 0.0Incr Delay (d2), s/veh 0.1 0.0 1.3 7.1 0.0 0.6 2.7 0.0 0.0 3.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.6 0.0 8.8 1.5 0.0 9.3 9.7 0.0 0.0 6.2 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 46.7 0.0 10.2 74.8 0.0 20.0 58.7 0.0 0.0 57.7 0.0 0.0LnGrp LOS D A B E A C E A A E A AApproach Vol, veh/h 708 498 271 174Approach Delay, s/veh 13.0 24.2 58.7 57.7Approach LOS B C E ETimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 28.8 7.5 103.7 28.8 31.2 80.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 41.3 8.3 79.3 41.3 11.3 76.3Max Q Clear Time (g_c+I1), s 24.1 5.0 23.8 23.3 5.5 23.7Green Ext Time (p_c), s 1.0 0.0 0.7 0.8 0.0 0.5Intersection SummaryHCM 6th Ctrl Delay 28.6HCM 6th LOS C HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 59Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Future Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 685 46 309 381 204 85 800 251 696 858 56Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 58 742 52 338 452 351 106 843 376 691 1849 120Arrive On Green 0.23 0.23 0.23 0.22 0.22 0.22 0.06 0.24 0.24 0.27 0.50 0.50Sat Flow, veh/h 250 3204 226 1527 2044 1583 1781 3554 1585 3456 4896 319Grp Volume(v), veh/h 416 0 371 363 327 204 85 800 251 696 596 318Grp Sat Flow(s),veh/h/ln 1858 0 1822 1794 1777 1583 1781 1777 1585 1728 1702 1810Q Serve(g_s), s 31.0 0.0 27.5 27.6 24.6 16.1 6.6 31.0 20.1 28.0 15.9 16.0Cycle Q Clear(g_c), s 31.0 0.0 27.5 27.6 24.6 16.1 6.6 31.0 20.1 28.0 15.9 16.0Prop In Lane 0.13 0.12 0.85 1.00 1.00 1.00 1.00 0.18Lane Grp Cap(c), veh/h 430 0 422 397 393 351 106 843 376 691 1286 684V/C Ratio(X) 0.97 0.00 0.88 0.91 0.83 0.58 0.80 0.95 0.67 1.01 0.46 0.47Avail Cap(c_a), veh/h 430 0 422 397 393 351 165 843 376 691 1286 684HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 53.3 0.0 51.9 53.2 52.0 48.7 65.0 52.6 48.4 51.4 25.6 25.6Incr Delay (d2), s/veh 31.0 0.0 16.0 27.9 18.2 6.9 6.8 20.9 9.1 36.0 1.2 2.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 18.2 0.0 14.5 15.5 13.0 7.1 3.2 16.1 8.9 14.9 6.1 6.7Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.3 0.0 68.0 81.1 70.2 55.6 71.9 73.5 57.5 87.4 26.8 27.9LnGrp LOS F A E F E E E E E F C CApproach Vol, veh/h 787 894 1136 1610Approach Delay, s/veh 76.6 71.3 69.8 53.2Approach LOS E E E DTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 11.3 57.4 34.7 31.0 37.7 36.6Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 48.2 31.0 28.0 33.2 32.4Max Q Clear Time (g_c+I1), s 8.6 18.0 29.6 30.0 33.0 33.0Green Ext Time (p_c), s 0.0 9.5 0.8 0.0 0.1 0.0Intersection SummaryHCM 6th Ctrl Delay 65.3HCM 6th LOS E January 26, 2026 Packet Pg. 1134
HCM 6th TWSC
1: Elm Street & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 2IntersectionInt Delay, s/veh 21Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 415 68 123 252 58 89Future Vol, veh/h 415 68 123 252 58 89Conflicting Peds, #/hr 5 40540Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 415 68 123 252 58 89Major/Minor Minor1 Major1 Major2Conflicting Flow All 464 258 0 0 380 0 Stage 1 254 - - - - - Stage 2 210 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 556 781 - - 1178 - Stage 1 788 - - - - - Stage 2 825 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 522 774 - - 1172 -Mov Cap-2 Maneuver 522 - - - - - Stage 1 784 - - - - - Stage 2 778 - - - - -Approach WB NB SBHCM Control Delay, s 42.8 0 3.2HCM LOS EMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 547 1172 -HCM Lane V/C Ratio - - 0.883 0.049 -HCM Control Delay (s) - - 42.8 8.2 0HCM Lane LOS - - E A AHCM 95th %tile Q(veh) - - 10 0.2 - HCM 6th TWSC2: Walnut Street & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 4IntersectionInt Delay, s/veh 6.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Future Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Conflicting Peds, #/hr 19 0 15 18 0 22 15 0 18 22 0 19Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 1 286 17 207 489 14 8 22 218 7 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 525 0 0 321 0 0 1250 1254 335 1371 1255 537 Stage 1 - - - - - - 315 315 - 932 932 - Stage 2 - - - - - - 935 939 - 439 323 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1042 - - 1239 - - 150 172 707 123 172 544 Stage 1 - - - - - - 696 656 - 320 345 - Stage 2 - - - - - - 318 343 - 597 650 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1020 - - 1218 - - 113 126 680 57 126 523Mov Cap-2 Maneuver - - - - - - 113 126 - 57 126 - Stage 1 - - - - - - 683 644 - 313 258 - Stage 2 - - - - - - 230 257 - 383 638 -Approach EB WB NB SBHCM Control Delay, s 0 2.5 23.4 50.4HCM LOS C FMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 438 1020 - - 1218 - - 97HCM Lane V/C Ratio 0.566 0.001 - - 0.17 - - 0.186HCM Control Delay (s) 23.4 8.5 0 - 8.6 0 - 50.4HCM Lane LOS C A A - A A - FHCM 95th %tile Q(veh) 3.4 0 - - 0.6 - - 0.6 January 26, 2026 Packet Pg. 1135
HCM 6th Signalized Intersection Summary
3: Laurel Street & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 18 490 15 129 633 32 13 25 171 27 32 58Future Volume (veh/h) 18 490 15 129 633 32 13 25 171 27 32 58Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.96 0.94 0.94 0.97 0.89Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 18 490 11 129 633 31 13 25 95 27 32 26Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 30 847 20 168 822 40 36 43 131 72 81 54Arrive On Green 0.24 0.24 0.24 0.56 0.56 0.56 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 123 3509 83 299 1468 72 82 359 1103 342 682 451Grp Volume(v), veh/h 272 0 247 793 0 0 133 0 0 85 0 0Grp Sat Flow(s),veh/h/ln 1864 0 1851 1839 0 0 1544 0 0 1476 0 0Q Serve(g_s), s 19.5 0.0 17.5 50.0 0.0 0.0 4.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 19.5 0.0 17.5 50.0 0.0 0.0 12.4 0.0 0.0 7.7 0.0 0.0Prop In Lane 0.07 0.04 0.16 0.04 0.10 0.71 0.32 0.31Lane Grp Cap(c), veh/h 450 0 447 1030 0 0 209 0 0 207 0 0V/C Ratio(X) 0.61 0.00 0.55 0.77 0.00 0.00 0.63 0.00 0.00 0.41 0.00 0.00Avail Cap(c_a), veh/h 450 0 447 1030 0 0 272 0 0 268 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.09 0.00 0.00 0.99 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 50.5 0.0 49.8 25.5 0.0 0.0 63.7 0.0 0.0 61.5 0.0 0.0Incr Delay (d2), s/veh 5.9 0.0 4.8 0.5 0.0 0.0 3.1 0.0 0.0 1.3 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 10.0 0.0 8.8 22.0 0.0 0.0 5.1 0.0 0.0 3.1 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 56.5 0.0 54.6 26.1 0.0 0.0 66.8 0.0 0.0 62.8 0.0 0.0LnGrp LOS E A D C A A E A A E A AApproach Vol, veh/h 519 793 133 85Approach Delay, s/veh 55.6 26.1 66.8 62.8Approach LOS E C E ETimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 40.2 21.8 88.0 21.8Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 30.0 24.0 84.0 24.0Max Q Clear Time (g_c+I1), s 21.5 9.7 52.0 14.4Green Ext Time (p_c), s 2.1 0.3 7.4 0.5Intersection SummaryHCM 6th Ctrl Delay 41.7HCM 6th LOS D HCM 6th Signalized Intersection Summary4: El Camino Real & Holly Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 183 486 35 617 660 411 30 966 393 277 820 147Future Volume (veh/h) 183 486 35 617 660 411 30 966 393 277 820 147Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 183 486 26 617 660 371 30 966 261 277 820 140Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 191 538 30 1173 635 533 288 1463 1137 274 979 167Arrive On Green 0.21 0.21 0.21 0.34 0.34 0.34 0.11 0.28 0.28 0.08 0.32 0.32Sat Flow, veh/h 922 2602 144 3456 1870 1570 1781 3554 2763 3456 3036 518Grp Volume(v), veh/h 362 0 333 617 660 371 30 966 261 277 480 480Grp Sat Flow(s),veh/h/ln 1824 0 1844 1728 1870 1570 1781 1777 1381 1728 1777 1777Q Serve(g_s), s 29.5 0.0 26.2 21.5 50.9 30.7 2.3 36.1 11.0 11.9 37.6 37.6Cycle Q Clear(g_c), s 29.5 0.0 26.2 21.5 50.9 30.7 2.3 36.1 11.0 11.9 37.6 37.6Prop In Lane 0.51 0.08 1.00 1.00 1.00 1.00 1.00 0.29Lane Grp Cap(c), veh/h 377 0 381 1173 635 533 288 1463 1137 274 573 573V/C Ratio(X) 0.96 0.00 0.87 0.53 1.04 0.70 0.10 0.66 0.23 1.01 0.84 0.84Avail Cap(c_a), veh/h 377 0 381 1173 635 533 288 1463 1137 274 573 573HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00Upstream Filter(I) 0.59 0.00 0.59 1.00 1.00 1.00 0.75 0.75 0.75 1.00 1.00 1.00Uniform Delay (d), s/veh 58.9 0.0 57.6 39.9 49.5 42.9 57.1 45.0 35.9 69.1 47.1 47.1Incr Delay (d2), s/veh 25.9 0.0 12.2 1.7 46.5 7.4 0.0 1.8 0.4 57.0 13.6 13.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 16.4 0.0 13.6 9.6 32.1 13.2 1.0 17.0 3.9 7.4 18.7 18.7Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.8 0.0 69.8 41.5 96.0 50.2 57.1 46.8 36.3 126.1 60.8 60.8LnGrp LOS F A E D F D E D D F E EApproach Vol, veh/h 695 1648 1257 1237Approach Delay, s/veh 77.6 65.3 44.9 75.4Approach LOS E E D ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 29.3 52.9 55.0 15.4 66.8 35.1Change Period (Y+Rc), s 4.5 * 4.5 4.1 3.5 4.5 4.1Max Green Setting (Gmax), s 4.0 * 48 50.9 11.9 40.0 31.0Max Q Clear Time (g_c+I1), s 4.3 39.6 52.9 13.9 38.1 31.5Green Ext Time (p_c), s 0.0 3.9 0.0 0.0 1.3 0.0Intersection SummaryHCM 6th Ctrl Delay 64.3HCM 6th LOS ENotesUser approved ignoring U-Turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1136
HCM 6th Signalized Intersection Summary
5: Chestnut Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 9 967 16 28 1198 22 35 4 44 7 6 6Future Volume (veh/h) 9 967 16 28 1198 22 35 4 44 7 6 6Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 0.98 0.97 0.98 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 9 967 16 28 1198 22 35 4 41 7 6 6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 48 2681 44 472 2759 51 131 31 110 116 96 72Arrive On Green 0.77 0.77 0.77 1.00 1.00 1.00 0.14 0.14 0.14 0.14 0.14 0.14Sat Flow, veh/h 9 3466 57 572 3567 65 519 221 777 430 673 509Grp Volume(v), veh/h 518 0 474 28 597 623 80 0 0 19 0 0Grp Sat Flow(s),veh/h/ln 1843 0 1689 572 1777 1856 1516 0 0 1612 0 0Q Serve(g_s), s 0.0 0.0 8.0 0.5 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.8 0.0 8.0 8.5 0.0 0.0 4.0 0.0 0.0 0.8 0.0 0.0Prop In Lane 0.02 0.03 1.00 0.04 0.44 0.51 0.37 0.32Lane Grp Cap(c), veh/h 1466 0 1307 472 1375 1436 273 0 0 284 0 0V/C Ratio(X) 0.35 0.00 0.36 0.06 0.43 0.43 0.29 0.00 0.00 0.07 0.00 0.00Avail Cap(c_a), veh/h 1466 0 1307 472 1375 1436 530 0 0 553 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.89 0.89 0.89 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 3.2 0.0 3.2 0.5 0.0 0.0 34.8 0.0 0.0 33.5 0.0 0.0Incr Delay (d2), s/veh 0.7 0.0 0.8 0.2 0.9 0.9 0.2 0.0 0.0 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.4 0.0 2.3 0.0 0.3 0.3 1.6 0.0 0.0 0.4 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 3.9 0.0 4.0 0.7 0.9 0.9 35.0 0.0 0.0 33.5 0.0 0.0LnGrp LOS A A A A A A D A A C A AApproach Vol, veh/h 992 1248 80 19Approach Delay, s/veh 3.9 0.9 35.0 33.5Approach LOS A A D CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 73.7 16.3 73.7 16.3Change Period (Y+Rc), s 4.1 3.5 4.1 3.5Max Green Setting (Gmax), s 53.9 28.5 53.9 28.5Max Q Clear Time (g_c+I1), s 10.0 2.8 10.5 6.0Green Ext Time (p_c), s 13.0 0.0 18.2 0.3Intersection SummaryHCM 6th Ctrl Delay 3.6HCM 6th LOS A HCM 6th Signalized Intersection Summary6: Elm Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 12Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 273 605 125 52 726 21 137 101 45 14 93 376Future Volume (veh/h) 273 605 125 52 726 21 137 101 45 14 93 376Initial Q (Qb), veh 100000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.96 0.98 0.98 0.99 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 273 605 111 52 726 17 137 101 34 14 93 314Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 537 1915 350 484 2281 53 288 184 413 79 450 413Arrive On Green 0.64 0.64 0.64 1.00 1.00 1.00 0.27 0.27 0.27 0.27 0.27 0.27Sat Flow, veh/h 711 2976 544 732 3545 83 845 689 1551 127 1687 1551Grp Volume(v), veh/h 273 361 355 52 364 379 238 0 34 107 0 314Grp Sat Flow(s),veh/h/ln 711 1777 1743 732 1777 1851 1535 0 1551 1814 0 1551Q Serve(g_s), s 20.0 8.2 8.2 1.0 0.0 0.0 7.6 0.0 1.5 0.0 0.0 16.8Cycle Q Clear(g_c), s 20.0 8.2 8.2 9.2 0.0 0.0 11.6 0.0 1.5 4.0 0.0 16.8Prop In Lane 1.00 0.31 1.00 0.04 0.58 1.00 0.13 1.00Lane Grp Cap(c), veh/h 537 1143 1122 484 1143 1191 472 0 413 529 0 413V/C Ratio(X) 0.51 0.32 0.32 0.11 0.32 0.32 0.50 0.00 0.08 0.20 0.00 0.76Avail Cap(c_a), veh/h 537 1143 1122 484 1143 1191 587 0 534 666 0 534HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.94 0.94 0.94 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 9.5 7.2 7.2 0.7 0.0 0.0 28.2 0.0 24.8 25.7 0.0 30.4Incr Delay (d2), s/veh 3.2 0.7 0.7 0.4 0.7 0.6 0.3 0.0 0.0 0.1 0.0 3.2Initial Q Delay(d3),s/veh 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.4 3.0 3.0 0.1 0.2 0.2 4.4 0.0 0.5 1.8 0.0 6.5Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 12.7 7.9 7.9 1.1 0.7 0.6 28.5 0.0 24.8 25.7 0.0 33.6LnGrp LOS B A A A A A C A C C A CApproach Vol, veh/h 989 795 272 421Approach Delay, s/veh 9.2 0.7 28.1 31.6Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 62.3 27.7 62.3 27.7Change Period (Y+Rc), s 4.4 3.7 4.4 3.7Max Green Setting (Gmax), s 50.9 31.0 50.9 31.0Max Q Clear Time (g_c+I1), s 22.0 18.8 11.2 13.6Green Ext Time (p_c), s 11.4 0.9 9.2 1.0Intersection SummaryHCM 6th Ctrl Delay 12.3HCM 6th LOS B January 26, 2026 Packet Pg. 1137
HCM 6th Signalized Intersection Summary
7: Walnut Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 105 514 56 42 551 32 78 61 68 34 67 161Future Volume (veh/h) 105 514 56 42 551 32 78 61 68 34 67 161Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 0.99 0.95 0.98 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 105 514 56 42 551 28 78 61 68 34 67 161Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 656 1299 1061 660 1223 62 138 105 92 74 103 210Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 829 1870 1528 836 1761 89 401 504 443 139 497 1013Grp Volume(v), veh/h 105 514 56 42 0 579 207 0 0 262 0 0Grp Sat Flow(s),veh/h/ln 829 1870 1528 836 0 1850 1348 0 0 1648 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 13.3 0.0 0.0 13.1 0.0 0.0Prop In Lane 1.00 1.00 1.00 0.05 0.38 0.33 0.13 0.61Lane Grp Cap(c), veh/h 656 1299 1061 660 0 1285 335 0 0 387 0 0V/C Ratio(X) 0.16 0.40 0.05 0.06 0.00 0.45 0.62 0.00 0.00 0.68 0.00 0.00Avail Cap(c_a), veh/h 656 1299 1061 660 0 1285 541 0 0 613 0 0HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.96 0.96 0.96 0.93 0.00 0.93 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 33.1 0.0 0.0 33.5 0.0 0.0Incr Delay (d2), s/veh 0.5 0.9 0.1 0.2 0.0 1.1 0.7 0.0 0.0 0.8 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.3 0.0 0.0 0.0 0.4 4.3 0.0 0.0 5.4 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 0.5 0.9 0.1 0.2 0.0 1.1 33.8 0.0 0.0 34.3 0.0 0.0LnGrp LOS A A A A A A C A A C A AApproach Vol, veh/h 675 621 207 262Approach Delay, s/veh 0.7 1.0 33.8 34.3Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 67.1 22.9 67.1 22.9Change Period (Y+Rc), s 4.6 * 4.2 4.6 * 4.2Max Green Setting (Gmax), s 49.4 * 32 49.4 * 32Max Q Clear Time (g_c+I1), s 2.0 15.1 2.0 15.3Green Ext Time (p_c), s 7.7 1.1 7.7 0.8Intersection SummaryHCM 6th Ctrl Delay 9.7HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary8: Laurel Street & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 16Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 66 480 106 72 492 34 30 54 46 30 77 93Future Volume (veh/h) 66 480 106 72 492 34 30 54 46 30 77 93Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.91 0.97 0.91 0.90 0.85 0.89 0.87Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 66 480 103 72 492 32 30 54 34 30 77 77Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 546 977 210 617 1152 75 302 245 154 136 323 338Arrive On Green 1.00 1.00 1.00 0.67 0.67 0.67 0.25 0.25 0.25 0.25 0.25 0.25Sat Flow, veh/h 870 1462 314 804 1724 112 1115 998 629 347 1315 1378Grp Volume(v), veh/h 66 0 583 72 0 524 30 0 88 107 0 77Grp Sat Flow(s),veh/h/ln 870 0 1776 804 0 1837 1115 0 1627 1663 0 1378Q Serve(g_s), s 1.5 0.0 0.0 2.9 0.0 11.9 2.0 0.0 3.9 0.0 0.0 4.0Cycle Q Clear(g_c), s 13.5 0.0 0.0 2.9 0.0 11.9 6.1 0.0 3.9 4.1 0.0 4.0Prop In Lane 1.00 0.18 1.00 0.06 1.00 0.39 0.28 1.00Lane Grp Cap(c), veh/h 546 0 1186 617 0 1227 302 0 399 459 0 338V/C Ratio(X) 0.12 0.00 0.49 0.12 0.00 0.43 0.10 0.00 0.22 0.23 0.00 0.23Avail Cap(c_a), veh/h 546 0 1186 617 0 1227 367 0 494 552 0 418HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.92 0.00 0.92 0.66 0.00 0.66 1.00 0.00 1.00 0.31 0.00 0.31Uniform Delay (d), s/veh 1.3 0.0 0.0 5.4 0.0 6.9 29.6 0.0 27.1 27.2 0.0 27.2Incr Delay (d2), s/veh 0.4 0.0 1.3 0.3 0.0 0.7 0.1 0.0 0.1 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.0 0.4 0.5 0.0 4.4 0.5 0.0 1.5 1.8 0.0 1.3Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 1.8 0.0 1.3 5.7 0.0 7.7 29.7 0.0 27.2 27.2 0.0 27.2LnGrp LOS A A A A A A C A C C A CApproach Vol, veh/h 649 596 118 184Approach Delay, s/veh 1.4 7.4 27.8 27.2Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 64.2 25.8 64.2 25.8Change Period (Y+Rc), s 4.1 3.7 4.1 3.7Max Green Setting (Gmax), s 54.9 27.3 54.9 27.3Max Q Clear Time (g_c+I1), s 15.5 6.1 13.9 8.1Green Ext Time (p_c), s 8.0 0.5 7.0 0.4Intersection SummaryHCM 6th Ctrl Delay 8.8HCM 6th LOS A January 26, 2026 Packet Pg. 1138
HCM Signalized Intersection Capacity Analysis
9: El Camino Real & San Carlos Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 17Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 232 354 270 1263 1214 302Future Volume (vph) 232 354 270 1263 1214 302Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.6 4.6 3.5 4.4 4.4 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.94 1.00 1.00 1.00 0.95Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1770 1482 1770 3539 3539 1498Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1770 1482 1770 3539 3539 1498Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 232 354 270 1263 1214 302RTOR Reduction (vph) 0 86 0 0 0 98Lane Group Flow (vph) 232 268 270 1263 1214 204Confl. Peds. (#/hr) 32 12Turn Type Prot Perm Prot NA NA PermProtected Phases 8 1 6 2Permitted Phases 8 2Actuated Green, G (s) 39.4 39.4 24.1 82.4 54.8 54.8Effective Green, g (s) 39.4 39.4 24.1 82.4 54.8 54.8Actuated g/C Ratio 0.26 0.26 0.16 0.55 0.37 0.37Clearance Time (s) 4.6 4.6 3.5 4.4 4.4 4.4Vehicle Extension (s) 5.0 5.0 2.5 4.0 4.0 4.0Lane Grp Cap (vph) 464 389 284 1944 1292 547v/s Ratio Prot 0.13 c0.15 0.36 c0.34v/s Ratio Perm c0.18 0.14v/c Ratio 0.50 0.69 0.95 0.65 0.94 0.37Uniform Delay, d1 46.9 49.8 62.4 23.7 46.0 35.0Progression Factor 1.00 1.00 0.84 1.09 0.58 0.38Incremental Delay, d2 3.8 9.6 37.4 1.5 11.0 1.4Delay (s) 50.8 59.4 89.8 27.4 37.6 14.5Level of Service D E F C D BApproach Delay (s) 56.0 38.4 33.0Approach LOS E D CIntersection SummaryHCM 2000 Control Delay 39.0 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 81.8% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group HCM 6th TWSC10: Chestnut Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 20IntersectionInt Delay, s/veh 3.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 9 93 3 21 106 21 3 21 16 16 18 12Future Vol, veh/h 9 93 3 21 106 21 3 21 16 16 18 12Conflicting Peds, #/hr 40 0 27 25 0 38 27 0 25 38 0 40Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 9 93 3 21 106 21 3 21 16 16 18 12Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 167 0 0 123 0 0 354 349 160 368 340 197 Stage 1 - - - - - - 140 140 - 199 199 - Stage 2 - - - - - - 214 209 - 169 141 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1411 - - 1464 - - 601 575 885 588 582 844 Stage 1 - - - - - - 863 781 - 803 736 - Stage 2 - - - - - - 788 729 - 833 780 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1357 - - 1426 - - 531 527 831 509 533 781Mov Cap-2 Maneuver - - - - - - 531 527 - 509 533 - Stage 1 - - - - - - 835 755 - 767 697 - Stage 2 - - - - - - 715 690 - 760 754 -Approach EB WB NB SBHCM Control Delay, s 0.7 1.1 11.2 11.9HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 618 1357 - - 1426 - - 571HCM Lane V/C Ratio 0.065 0.007 - - 0.015 - - 0.081HCM Control Delay (s) 11.2 7.7 0 - 7.6 0 - 11.9HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 January 26, 2026 Packet Pg. 1139
HCM 6th AWSC
11: Elm Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 22IntersectionIntersection Delay, s/veh 11Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 81 21 22 84 38 36 231 32 41 183 51Future Vol, veh/h 16 81 21 22 84 38 36 231 32 41 183 51Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 16 81 21 22 84 38 36 231 32 41 183 51Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 9.9 10 11.6 11.2HCM LOS A A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 12% 14% 15% 15%Vol Thru, % 77% 69% 58% 67%Vol Right, % 11% 18% 26% 19%Sign Control Stop Stop Stop StopTraffic Vol by Lane 299 118 144 275LT Vol 36 16 22 41Through Vol 231 81 84 183RT Vol 32 21 38 51Lane Flow Rate 299 118 144 275Geometry Grp 1111Degree of Util (X) 0.418 0.183 0.219 0.383Departure Headway (Hd) 5.027 5.569 5.473 5.019Convergence, Y/N Yes Yes Yes YesCap 718 644 655 718Service Time 3.055 3.606 3.509 3.05HCM Lane V/C Ratio 0.416 0.183 0.22 0.383HCM Control Delay 11.6 9.9 10 11.2HCM Lane LOS BAABHCM 95th-tile Q 2.1 0.7 0.8 1.8 HCM 6th TWSC12: Walnut Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 24IntersectionInt Delay, s/veh 9.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 15 124 18 41 117 59 12 134 39 38 77 19Future Vol, veh/h 15 124 18 41 117 59 12 134 39 38 77 19Conflicting Peds, #/hr 51 0 38 43 0 56 38 0 43 56 0 51Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 15 124 18 41 117 59 12 134 39 38 77 19Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 232 0 0 185 0 0 534 520 232 591 500 254 Stage 1 - - - - - - 206 206 - 285 285 - Stage 2 - - - - - - 328 314 - 306 215 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1336 - - 1390 - - 457 461 807 419 473 785 Stage 1 - - - - - - 796 731 - 722 676 - Stage 2 - - - - - - 685 656 - 704 725 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1265 - - 1333 - - 335 399 733 254 410 707Mov Cap-2 Maneuver - - - - - - 335 399 - 254 410 - Stage 1 - - - - - - 754 692 - 674 619 - Stage 2 - - - - - - 536 600 - 502 687 -Approach EB WB NB SBHCM Control Delay, s 0.8 1.5 19.3 20.3HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 435 1265 - - 1333 - - 368HCM Lane V/C Ratio 0.425 0.012 - - 0.031 - - 0.364HCM Control Delay (s) 19.3 7.9 0 - 7.8 0 - 20.3HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 2.1 0 - - 0.1 - - 1.6 January 26, 2026 Packet Pg. 1140
HCM 6th AWSC
13: Laurel Street & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 26IntersectionIntersection Delay, s/veh 9.7Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 55 176 0 0 169 81 0 0 0 85 0 112Future Vol, veh/h 55 176 0 0 169 81 0 0 0 85 0 112Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 55 176 0 0 169 81 0 0 0 85 0 112Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.9 9.6 0 9.5HCM LOS A A - ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 24% 0% 43%Vol Thru, % 100% 76% 68% 0%Vol Right, % 0% 0% 32% 57%Sign Control Stop Stop Stop StopTraffic Vol by Lane 0 231 250 197LT Vol 0 55 0 85Through Vol 0 176 169 0RT Vol 0 0 81 112Lane Flow Rate 0 231 250 197Geometry Grp 1111Degree of Util (X) 0 0.304 0.312 0.261Departure Headway (Hd) 5.314 4.744 4.494 4.766Convergence, Y/N Yes Yes Yes YesCap 0 755 798 751Service Time 3.388 2.792 2.54 2.815HCM Lane V/C Ratio 0 0.306 0.313 0.262HCM Control Delay 8.4 9.9 9.6 9.5HCM Lane LOS N A A AHCM 95th-tile Q 0 1.3 1.3 1 HCM 6th Signalized Intersection Summary14: El Camino Real & Cherry Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 28Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 177 6 163 12 4 28 114 1275 7 24 1312 171Future Volume (veh/h) 177 6 163 12 4 28 114 1275 7 24 1312 171Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.98 0.96 0.98 0.96 1.00 1.00 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 177 6 124 12 4 18 114 1275 3 24 1312 146Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 247 7 227 62 15 227 135 2075 921 328 3242 361Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.00 1.00 0.37 1.00 1.00Sat Flow, veh/h 1343 46 1527 132 100 1527 1781 3554 1578 1781 4643 517Grp Volume(v), veh/h 183 0 124 16 0 18 114 1275 3 24 962 496Grp Sat Flow(s),veh/h/ln 1388 0 1527 232 0 1527 1781 1777 1578 1781 1702 1756Q Serve(g_s), s 0.0 0.0 11.3 0.8 0.0 1.5 9.3 0.0 0.0 1.3 0.0 0.0Cycle Q Clear(g_c), s 19.4 0.0 11.3 20.2 0.0 1.5 9.3 0.0 0.0 1.3 0.0 0.0Prop In Lane 0.97 1.00 0.75 1.00 1.00 1.00 1.00 0.29Lane Grp Cap(c), veh/h 254 0 227 77 0 227 135 2075 921 328 2376 1226V/C Ratio(X) 0.72 0.00 0.55 0.21 0.00 0.08 0.84 0.61 0.00 0.07 0.40 0.40Avail Cap(c_a), veh/h 440 0 431 257 0 431 267 2075 921 328 2376 1226HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.35 0.35 0.35Uniform Delay (d), s/veh 62.6 0.0 59.2 62.4 0.0 55.0 62.8 0.0 0.0 39.1 0.0 0.0Incr Delay (d2), s/veh 1.5 0.0 0.8 0.5 0.0 0.1 10.1 1.4 0.0 0.0 0.2 0.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 7.0 0.0 4.5 0.6 0.0 0.6 4.3 0.4 0.0 0.6 0.1 0.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 64.1 0.0 59.9 62.9 0.0 55.1 72.9 1.4 0.0 39.1 0.2 0.3LnGrp LOS E A E E A E E A A D A AApproach Vol, veh/h 307 34 1392 1482Approach Delay, s/veh 62.4 58.7 7.2 0.9Approach LOS E E A ATimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.9 109.1 26.0 32.0 92.0 26.0Change Period (Y+Rc), s 3.5 4.4 3.7 4.4 * 4.4 3.7Max Green Setting (Gmax), s 22.5 73.6 42.3 8.5 * 88 42.3Max Q Clear Time (g_c+I1), s 11.3 2.0 22.2 3.3 2.0 21.4Green Ext Time (p_c), s 0.1 24.1 0.0 0.0 21.9 0.9Intersection SummaryHCM 6th Ctrl Delay 10.1HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1141
HCM 6th TWSC
15: Elm Street & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 30IntersectionInt Delay, s/veh 4.9Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 97 108 193 99 74 158Future Vol, veh/h 97 108 193 99 74 158Conflicting Peds, #/hr 3 50350Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 97 108 193 99 74 158Major/Minor Minor1 Major1 Major2Conflicting Flow All 557 253 0 0 297 0 Stage 1 248 - - - - - Stage 2 309 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 491 786 - - 1264 - Stage 1 793 - - - - - Stage 2 745 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 456 779 - - 1258 -Mov Cap-2 Maneuver 456 - - - - - Stage 1 789 - - - - - Stage 2 695 - - - - -Approach WB NB SBHCM Control Delay, s 14.5 0 2.6HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 583 1258 -HCM Lane V/C Ratio - - 0.352 0.059 -HCM Control Delay (s) - - 14.5 8 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 1.6 0.2 - HCM 6th TWSC16: Walnut Street & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 32IntersectionInt Delay, s/veh 6.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 24 113 32 50 115 109 60 52 19 76 16 22Future Vol, veh/h 24 113 32 50 115 109 60 52 19 76 16 22Conflicting Peds, #/hr 12 0 22 21 0 11 22 0 21 11 0 12Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 24 113 32 50 115 109 60 52 19 76 16 22Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 236 0 0 167 0 0 510 535 172 516 497 204 Stage 1 - - - - - - 199 199 - 282 282 - Stage 2 - - - - - - 311 336 - 234 215 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1331 - - 1411 - - 474 452 872 470 475 837 Stage 1 - - - - - - 803 736 - 725 678 - Stage 2 - - - - - - 699 642 - 769 725 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1316 - - 1381 - - 410 411 837 384 432 810Mov Cap-2 Maneuver - - - - - - 410 411 - 384 432 - Stage 1 - - - - - - 770 706 - 703 642 - Stage 2 - - - - - - 622 608 - 669 695 -Approach EB WB NB SBHCM Control Delay, s 1.1 1.4 16.5 16.2HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 443 1316 - - 1381 - - 435HCM Lane V/C Ratio 0.296 0.018 - - 0.036 - - 0.262HCM Control Delay (s) 16.5 7.8 0 - 7.7 0 - 16.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 1.2 0.1 - - 0.1 - - 1 January 26, 2026 Packet Pg. 1142
HCM 6th AWSC
17: Laurel Street & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 34IntersectionIntersection Delay, s/veh 10.9Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 133 72 104 202 0 152 0 120 0 0 0Future Vol, veh/h 0 133 72 104 202 0 152 0 120 0 0 0Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 0 133 72 104 202 0 152 0 120 0 0 0Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.7 11.6 11.1 0HCM LOS A B B -Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 56% 0% 34% 0%Vol Thru, % 0% 65% 66% 100%Vol Right, % 44% 35% 0% 0%Sign Control Stop Stop Stop StopTraffic Vol by Lane 272 205 306 0LT Vol 152 0 104 0Through Vol 0 133 202 0RT Vol 120 72 0 0Lane Flow Rate 272 205 306 0Geometry Grp 1111Degree of Util (X) 0.376 0.273 0.42 0Departure Headway (Hd) 4.979 4.799 4.943 5.682Convergence, Y/N Yes Yes Yes YesCap 715 740 722 0Service Time 3.055 2.88 3.016 3.682HCM Lane V/C Ratio 0.38 0.277 0.424 0HCM Control Delay 11.1 9.7 11.6 8.7HCM Lane LOS B A B NHCM 95th-tile Q 1.8 1.1 2.1 0 HCM 6th TWSC18: El Camino Real & Olive Street 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 36IntersectionInt Delay, s/veh 3.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 158 0 0 3 138 1403 7 0 1330 216Future Vol, veh/h 0 0 158 0 0 3 138 1403 7 0 1330 216Conflicting Peds, #/hr 6 06808608806Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - 0 - - 0 210 - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 0 0 158 0 0 3 138 1403 7 0 1330 216Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All - - 785 - - 721 1552 0 0 - - 0 Stage 1 - ----------- Stage 2 - -----------Critical Hdwy - - 7.14 - - 6.94 5.34 - - - - -Critical Hdwy Stg 1 - - - - - - - - - - - -Critical Hdwy Stg 2 - - - - - - - - - - - -Follow-up Hdwy - - 3.92 - - 3.32 3.12 - - - - -Pot Cap-1 Maneuver 0 0 288 0 0 370 210 - - 0 - - Stage 1 0 0 - 0 0 - - - -0 - - Stage 2 0 0 - 0 0 - - - -0 - -Platoon blocked, % - - - -Mov Cap-1 Maneuver - - 285 - - 364 209 - - - - -Mov Cap-2 Maneuver - ----------- Stage 1 - ----------- Stage 2 - -----------Approach EB WB NB SBHCM Control Delay, s 32.3 15 4.5 0HCM LOS D CMinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBT SBRCapacity (veh/h) 209 - - 285 364 - -HCM Lane V/C Ratio 0.66 - - 0.554 0.008 - -HCM Control Delay (s) 50.5 - - 32.3 15 - -HCM Lane LOS F - - D C - -HCM 95th %tile Q(veh) 4 - - 3.1 0 - - January 26, 2026 Packet Pg. 1143
HCM 6th AWSC
19: Elm Street & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 38IntersectionIntersection Delay, s/veh 11.4Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 63 177 6 20 156 75 17 145 23 48 84 91Future Vol, veh/h 63 177 6 20 156 75 17 145 23 48 84 91Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 63 177 6 20 156 75 17 145 23 48 84 91Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 11.9 11.5 11 11.2HCM LOS B B B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 9% 26% 8% 22%Vol Thru, % 78% 72% 62% 38%Vol Right, % 12% 2% 30% 41%Sign Control Stop Stop Stop StopTraffic Vol by Lane 185 246 251 223LT Vol 17 63 20 48Through Vol 145 177 156 84RT Vol 23 6 75 91Lane Flow Rate 185 246 251 223Geometry Grp 1111Degree of Util (X) 0.289 0.377 0.371 0.336Departure Headway (Hd) 5.629 5.524 5.328 5.423Convergence, Y/N Yes Yes Yes YesCap 636 649 673 660Service Time 3.681 3.574 3.378 3.473HCM Lane V/C Ratio 0.291 0.379 0.373 0.338HCM Control Delay 11 11.9 11.5 11.2HCM Lane LOS BBBBHCM 95th-tile Q 1.2 1.8 1.7 1.5 HCM 6th TWSC20: Walnut Street & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 40IntersectionInt Delay, s/veh 1.1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 247 9 4 225 16 33Future Vol, veh/h 247 9 4 225 16 33Conflicting Peds, #/hr 0 14 18 0 14 18Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 247 9 4 225 16 33Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 274 0 517 288 Stage 1 - - - - 270 - Stage 2 - - - - 247 -Critical Hdwy - - 4.12 - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1289 - 518 751 Stage 1 - - - - 775 - Stage 2 - - - - 794 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1267 - 500 725Mov Cap-2 Maneuver - - - - 500 - Stage 1 - - - - 762 - Stage 2 - - - - 781 -Approach EB WB NBHCM Control Delay, s 0 0.1 11.2HCM LOS BMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 632 - - 1267 -HCM Lane V/C Ratio 0.078 - - 0.003 -HCM Control Delay (s) 11.2 - - 7.8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.3 - - 0 - January 26, 2026 Packet Pg. 1144
HCM 6th AWSC
21: Laurel Street & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 42IntersectionIntersection Delay, s/veh 15.3Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 79 130 28 28 130 57 68 270 43 66 119 81Future Vol, veh/h 79 130 28 28 130 57 68 270 43 66 119 81Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 79 130 28 28 130 57 68 270 43 66 119 81Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 14 13.2 18.3 13.9HCM LOS B B C BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 18% 33% 13% 25%Vol Thru, % 71% 55% 60% 45%Vol Right, % 11% 12% 27% 30%Sign Control Stop Stop Stop StopTraffic Vol by Lane 381 237 215 266LT Vol 68 79 28 66Through Vol 270 130 130 119RT Vol 43 28 57 81Lane Flow Rate 381 237 215 266Geometry Grp 1111Degree of Util (X) 0.625 0.42 0.377 0.446Departure Headway (Hd) 5.904 6.377 6.311 6.035Convergence, Y/N Yes Yes Yes YesCap 610 564 570 596Service Time 3.949 4.428 4.364 4.084HCM Lane V/C Ratio 0.625 0.42 0.377 0.446HCM Control Delay 18.3 14 13.2 13.9HCM Lane LOS C B B BHCM 95th-tile Q 4.3 2.1 1.7 2.3 HCM 6th Signalized Intersection Summary22: El Camino Real & Arroyo Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 44Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 142 135 78 1390 1336 171Future Volume (veh/h) 142 135 78 1390 1336 171Initial Q (Qb), veh 000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 142 110 78 1390 1336 168Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2Cap, veh/h 213 189 559 2750 1828 230Arrive On Green 0.12 0.12 0.31 0.77 0.80 0.80Sat Flow, veh/h 1781 1585 1781 3647 4737 575Grp Volume(v), veh/h 142 110 78 1390 995 509Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1702 1739Q Serve(g_s), s 5.7 4.9 2.4 10.9 10.6 10.6Cycle Q Clear(g_c), s 5.7 4.9 2.4 10.9 10.6 10.6Prop In Lane 1.00 1.00 1.00 0.33Lane Grp Cap(c), veh/h 213 189 559 2750 1362 696V/C Ratio(X) 0.67 0.58 0.14 0.51 0.73 0.73Avail Cap(c_a), veh/h 618 549 559 2750 1362 696HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 31.6 31.3 18.5 3.1 5.6 5.6Incr Delay (d2), s/veh 1.4 1.1 0.0 0.7 3.5 6.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.5 1.9 0.9 2.1 2.4 3.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 33.0 32.3 18.5 3.8 9.0 12.2LnGrp LOS C C B A A BApproach Vol, veh/h 252 1468 1504Approach Delay, s/veh 32.7 4.6 10.1Approach LOS C A BTimer - Assigned Phs 1 2 4 6Phs Duration (G+Y+Rc), s 28.0 34.5 12.5 62.5Change Period (Y+Rc), s 4.5 * 4.5 3.5 4.5Max Green Setting (Gmax), s 7.5 * 30 26.0 41.0Max Q Clear Time (g_c+I1), s 4.4 12.6 7.7 12.9Green Ext Time (p_c), s 0.0 12.0 0.4 16.4Intersection SummaryHCM 6th Ctrl Delay 9.4HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1145
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 45Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 3 16 4 16 24 50 3 150 19 13 82 10Future Volume (vph) 3 16 4 16 24 50 3 150 19 13 82 10Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Hourly flow rate (vph) 3 16 4 16 24 50 3 150 19 13 82 10Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 23 90 172 105Volume Left (vph) 3 16 3 13Volume Right (vph) 4 50 19 10Hadj (s) -0.04 -0.26 -0.03 0.00Departure Headway (s) 4.6 4.3 4.2 4.3Degree Utilization, x 0.03 0.11 0.20 0.13Capacity (veh/h) 723 780 818 790Control Delay (s) 7.7 7.8 8.3 8.0Approach Delay (s) 7.7 7.8 8.3 8.0Approach LOS A A A AIntersection SummaryDelay 8.1Level of Service AIntersection Capacity Utilization 30.2% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 47IntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 6 44 0 19 84 87 3 10 9 12 9 4Future Vol, veh/h 6 44 0 19 84 87 3 10 9 12 9 4Conflicting Peds, #/hr 9 0 11 15 0 13 11 0 15 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 6 44 0 19 84 87 3 10 9 12 9 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 184 0 0 59 0 0 254 293 74 260 250 152 Stage 1 - - - - - - 71 71 - 179 179 - Stage 2 - - - - - - 183 222 - 81 71 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1391 - - 1545 - - 699 618 988 693 653 894 Stage 1 - - - - - - 939 836 - 823 751 - Stage 2 - - - - - - 819 720 - 927 836 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1374 - - 1523 - - 662 591 960 651 625 874Mov Cap-2 Maneuver - - - - - - 662 591 - 651 625 - Stage 1 - - - - - - 922 821 - 810 731 - Stage 2 - - - - - - 786 701 - 891 821 -Approach EB WB NB SBHCM Control Delay, s 0.9 0.7 10.2 10.6HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 714 1374 - - 1523 - - 668HCM Lane V/C Ratio 0.031 0.004 - - 0.012 - - 0.037HCM Control Delay (s) 10.2 7.6 0 - 7.4 0 - 10.6HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 January 26, 2026 Packet Pg. 1146
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 49IntersectionIntersection Delay, s/veh 10.5Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 37 15 9 37 76 26 310 41 20 144 16Future Vol, veh/h 16 37 15 9 37 76 26 310 41 20 144 16Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 16 37 15 9 37 76 26 310 41 20 144 16Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 9 9 11.8 9.4HCM LOS A A B ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 7% 24% 7% 11%Vol Thru, % 82% 54% 30% 80%Vol Right, % 11% 22% 62% 9%Sign Control Stop Stop Stop StopTraffic Vol by Lane 377 68 122 180LT Vol 26 16 9 20Through Vol 310 37 37 144RT Vol 41 15 76 16Lane Flow Rate 377 68 122 180Geometry Grp 1111Degree of Util (X) 0.479 0.1 0.168 0.241Departure Headway (Hd) 4.575 5.306 4.952 4.814Convergence, Y/N Yes Yes Yes YesCap 784 669 717 740Service Time 2.629 3.391 3.028 2.879HCM Lane V/C Ratio 0.481 0.102 0.17 0.243HCM Control Delay 11.8 9 9 9.4HCM Lane LOS BAAAHCM 95th-tile Q 2.6 0.3 0.6 0.9 HCM 6th TWSC26: El Camino Real & Morse Boulevard 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 51IntersectionInt Delay, s/veh 63.7Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 56 68 121 1433 1477 61Future Vol, veh/h 56 68 121 1433 1477 61Conflicting Peds, #/hr 6 66006Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 22222Mvmt Flow 56 68 121 1433 1477 61Major/Minor Minor2 Major1 Major2Conflicting Flow All 2479 781 1544 0 - 0 Stage 1 1514 ----- Stage 2 965 -----Critical Hdwy 6.29 7.14 5.34 - - -Critical Hdwy Stg 1 6.64 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.67 3.92 3.12 - - -Pot Cap-1 Maneuver ~ 35 290 212 - - - Stage 1 118 ----- Stage 2 322 -----Platoon blocked, % - - -Mov Cap-1 Maneuver ~ 15 287 211 - - -Mov Cap-2 Maneuver ~ 15 ----- Stage 1 ~ 50 ----- Stage 2 320 -----Approach EB NB SBHCM Control Delay, s$ 1611.4 3.3 0HCM LOS FMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 211 - 31 - -HCM Lane V/C Ratio 0.573 - 4 - -HCM Control Delay (s) 42.8 -$ 1611.4 - -HCM Lane LOS E - F - -HCM 95th %tile Q(veh) 3.2 - 14.8 - -Notes~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon January 26, 2026 Packet Pg. 1147
HCM 6th AWSC
27: Elm Street & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 53IntersectionIntersection Delay, s/veh 100.4Intersection LOS FMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Future Vol, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 63 507 13 25 733 15 24 89 35 14 70 38Number of Lanes 010010010010Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1111Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 57 163.1 14.7 14.1HCM LOS F F B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 16% 11% 3% 11%Vol Thru, % 60% 87% 95% 57%Vol Right, % 24% 2% 2% 31%Sign Control Stop Stop Stop StopTraffic Vol by Lane 148 583 773 122LT Vol 24 63 25 14Through Vol 89 507 733 70RT Vol 35 13 15 38Lane Flow Rate 148 583 773 122Geometry Grp 1111Degree of Util (X) 0.307 0.973 1.291 0.256Departure Headway (Hd) 8.166 6.482 6.011 8.263Convergence, Y/N Yes Yes Yes YesCap 443 566 603 438Service Time 6.166 4.482 4.101 6.263HCM Lane V/C Ratio 0.334 1.03 1.282 0.279HCM Control Delay 14.7 57 163.1 14.1HCM Lane LOS B F F BHCM 95th-tile Q 1.3 13.3 30.8 1 HCM 6th TWSC28: Walnut Street & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 55IntersectionInt Delay, s/veh 0.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 12 520 4 15 787 7 0 3 7 10 1 10Future Vol, veh/h 12 520 4 15 787 7 0 3 7 10 1 10Conflicting Peds, #/hr 10 0 4 3 0 9 4 0 3 9 0 10Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - -----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 22222222222Mvmt Flow 12 520 4 15 787 7 0 3 7 10 1 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 804 0 0 528 0 0 1386 1384 535 1391 1383 811 Stage 1 - - - - - - 550 550 - 831 831 - Stage 2 - - - - - - 836 834 - 560 552 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 820 - - 1039 - - 120 143 545 120 144 379 Stage 1 - - - - - - 519 516 - 364 384 - Stage 2 - - - - - - 362 383 - 513 515 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 812 - - 1035 - - 111 134 538 110 135 372Mov Cap-2 Maneuver - - - - - - 111 134 - 110 135 - Stage 1 - - - - - - 506 503 - 353 370 - Stage 2 - - - - - - 339 369 - 489 502 -Approach EB WB NB SBHCM Control Delay, s 0.2 0.2 18.2 29.5HCM LOS C DMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 282 812 - - 1035 - - 168HCM Lane V/C Ratio 0.035 0.015 - - 0.014 - - 0.125HCM Control Delay (s) 18.2 9.5 0 - 8.5 0 - 29.5HCM Lane LOS C A A - A A - DHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.4 January 26, 2026 Packet Pg. 1148
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 57Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 48 426 66 115 665 140 91 268 88 38 165 74Future Volume (veh/h) 48 426 66 115 665 140 91 268 88 38 165 74Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.93 1.00 0.95Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 48 426 55 115 665 130 91 268 57 38 165 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 191 885 114 137 781 153 115 297 61 71 294 101Arrive On Green 0.11 0.55 0.55 0.08 0.52 0.52 0.30 0.30 0.30 0.30 0.30 0.30Sat Flow, veh/h 1781 1622 209 1781 1515 296 283 978 200 143 968 334Grp Volume(v), veh/h 48 0 481 115 0 795 416 0 0 264 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1832 1781 0 1811 1461 0 0 1446 0 0Q Serve(g_s), s 3.7 0.0 24.3 9.6 0.0 56.9 20.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 3.7 0.0 24.3 9.6 0.0 56.9 42.0 0.0 0.0 21.3 0.0 0.0Prop In Lane 1.00 0.11 1.00 0.16 0.22 0.14 0.14 0.23Lane Grp Cap(c), veh/h 191 0 1000 137 0 933 472 0 0 466 0 0V/C Ratio(X) 0.25 0.00 0.48 0.84 0.00 0.85 0.88 0.00 0.00 0.57 0.00 0.00Avail Cap(c_a), veh/h 191 0 1000 219 0 933 566 0 0 560 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.09 0.00 0.09 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 61.4 0.0 21.0 68.3 0.0 31.4 51.7 0.0 0.0 43.2 0.0 0.0Incr Delay (d2), s/veh 0.3 0.0 1.7 1.2 0.0 1.0 11.8 0.0 0.0 0.8 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.7 0.0 10.9 4.4 0.0 24.8 17.0 0.0 0.0 8.5 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 61.7 0.0 22.6 69.5 0.0 32.4 63.5 0.0 0.0 44.0 0.0 0.0LnGrp LOS E A C E A C E A A D A AApproach Vol, veh/h 529 910 416 264Approach Delay, s/veh 26.2 37.1 63.5 44.0Approach LOS C D E DTimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 49.2 15.3 85.6 49.2 19.8 81.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 54.3 18.4 66.2 54.3 7.3 77.3Max Q Clear Time (g_c+I1), s 44.0 11.6 26.3 23.3 5.7 58.9Green Ext Time (p_c), s 1.4 0.1 0.5 1.5 0.0 1.0Intersection SummaryHCM 6th Ctrl Delay 40.4HCM 6th LOS D HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 08/01/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 59Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Future Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 70 388 78 518 712 349 115 1081 160 452 997 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 80 462 97 441 663 485 136 1083 482 369 1645 100Arrive On Green 0.18 0.18 0.18 0.31 0.31 0.31 0.08 0.30 0.30 0.21 0.67 0.67Sat Flow, veh/h 452 2605 548 1428 2147 1573 1781 3554 1580 3456 4913 300Grp Volume(v), veh/h 286 0 250 652 578 349 115 1081 160 452 690 368Grp Sat Flow(s),veh/h/ln 1848 0 1757 1799 1777 1573 1781 1777 1580 1728 1702 1809Q Serve(g_s), s 22.6 0.0 20.5 46.3 46.3 29.6 9.6 45.6 11.7 16.0 16.9 17.0Cycle Q Clear(g_c), s 22.6 0.0 20.5 46.3 46.3 29.6 9.6 45.6 11.7 16.0 16.9 17.0Prop In Lane 0.24 0.31 0.79 1.00 1.00 1.00 1.00 0.17Lane Grp Cap(c), veh/h 328 0 312 555 548 485 136 1083 482 369 1140 606V/C Ratio(X) 0.87 0.00 0.80 1.17 1.05 0.72 0.84 1.00 0.33 1.23 0.61 0.61Avail Cap(c_a), veh/h 382 0 363 555 548 485 154 1083 482 369 1140 606HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 0.0 59.2 51.9 51.8 46.1 68.4 52.1 40.3 59.0 19.3 19.3Incr Delay (d2), s/veh 14.5 0.0 8.5 96.4 53.2 8.9 27.2 26.9 1.8 123.6 2.4 4.5Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 11.9 0.0 9.9 35.7 28.7 12.8 5.4 24.1 4.8 12.5 5.1 5.7Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 74.6 0.0 67.7 148.3 105.1 54.9 95.6 79.0 42.2 182.6 21.7 23.8LnGrp LOS E A E F F D F E D F C CApproach Vol, veh/h 536 1579 1356 1510Approach Delay, s/veh 71.3 111.8 76.1 70.3Approach LOS E F E ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.5 54.7 50.0 19.0 50.2 30.8Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 44.3 46.3 16.0 41.3 31.0Max Q Clear Time (g_c+I1), s 11.6 19.0 48.3 18.0 47.6 24.6Green Ext Time (p_c), s 0.0 10.5 0.0 0.0 0.0 1.5Intersection SummaryHCM 6th Ctrl Delay 85.2HCM 6th LOS F January 26, 2026 Packet Pg. 1149
HCM 6th AWSC
1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 1IntersectionIntersection Delay, s/veh 17Intersection LOS CMovement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 289 34 115 437 122 73Future Vol, veh/h 289 34 115 437 122 73Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222Mvmt Flow 289 34 115 437 122 73Number of Lanes 1 0 1 0 0 1Approach WB NB SBOpposing Approach SB NBOpposing Lanes 0 1 1Conflicting Approach Left NB WBConflicting Lanes Left 1 0 1Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0HCM Control Delay 15.4 19.9 11.6HCM LOS C C BLane NBLn1 WBLn1 SBLn1Vol Left, % 0% 89% 63%Vol Thru, % 21% 0% 37%Vol Right, % 79% 11% 0%Sign Control Stop Stop StopTraffic Vol by Lane 552 323 195LT Vol 0 289 122Through Vol 115 0 73RT Vol 437 34 0Lane Flow Rate 552 323 195Geometry Grp 1 1 1Degree of Util (X) 0.734 0.53 0.316Departure Headway (Hd) 4.79 5.902 5.83Convergence, Y/N Yes Yes YesCap 751 610 614Service Time 2.833 3.944 3.884HCM Lane V/C Ratio 0.735 0.53 0.318HCM Control Delay 19.9 15.4 11.6HCM Lane LOS C C BHCM 95th-tile Q 6.5 3.1 1.4 HCM 6th Signalized Intersection Summary1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 289 34 115 437 122 73Future Volume (veh/h) 289 34 115 437 122 73Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 289 34 115 437 122 73Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 605 71 155 591 205 104Arrive On Green 0.39 0.39 0.46 0.46 0.46 0.46Sat Flow, veh/h 1568 184 340 1290 264 228Grp Volume(v), veh/h 324 0 0 552 195 0Grp Sat Flow(s),veh/h/ln 1757 0 0 1630 492 0Q Serve(g_s), s 9.7 0.0 0.0 19.4 10.2 0.0Cycle Q Clear(g_c), s 9.7 0.0 0.0 19.4 29.6 0.0Prop In Lane 0.89 0.10 0.79 0.63Lane Grp Cap(c), veh/h 678 0 0 746 309 0V/C Ratio(X) 0.48 0.00 0.00 0.74 0.63 0.00Avail Cap(c_a), veh/h 678 0 0 815 354 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.74 0.00 0.00 0.51 1.00 0.00Uniform Delay (d), s/veh 16.2 0.0 0.0 15.6 23.8 0.0Incr Delay (d2), s/veh 1.8 0.0 0.0 1.7 2.9 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 4.0 0.0 0.0 6.9 3.3 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 18.0 0.0 0.0 17.3 26.7 0.0LnGrp LOS BAABCAApproach Vol, veh/h 324 552 195Approach Delay, s/veh 18.0 17.3 26.7Approach LOS B B CTimer - Assigned Phs 2 6 8Phs Duration (G+Y+Rc), s 36.0 36.0 31.0Change Period (Y+Rc), s 4.0 4.0 4.0Max Green Setting (Gmax), s 35.0 35.0 27.0Max Q Clear Time (g_c+I1), s 21.4 31.6 11.7Green Ext Time (p_c), s 3.5 0.4 0.9Intersection SummaryHCM 6th Ctrl Delay 19.2HCM 6th LOS BNotesUser approved volume balancing among the lanes for turning movement.

January 26, 2026 Packet Pg. 1150
HCM 6th AWSC
2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 2IntersectionIntersection Delay, s/veh 37.3Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 553 9 239 311 7 4 19 226974Future Vol, veh/h 4 553 9 239 311 7 4 19 226974Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 4 553 9 239 311 7 4 19 226 9 7 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 42.7 43 14.6 11.4HCM LOS E E B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 2% 1% 43% 45%Vol Thru, % 8% 98% 56% 35%Vol Right, % 91% 2% 1% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 249 566 557 20LT Vol 4 4 239 9Through Vol 19 553 311 7RT Vol 226 9 7 4Lane Flow Rate 249 566 557 20Geometry Grp 1111Degree of Util (X) 0.446 0.917 0.916 0.044Departure Headway (Hd) 6.444 5.83 5.918 7.914Convergence, Y/N Yes Yes Yes YesCap 558 623 613 450Service Time 4.497 3.849 3.938 6.004HCM Lane V/C Ratio 0.446 0.909 0.909 0.044HCM Control Delay 14.6 42.7 43 11.4HCM Lane LOS B E E BHCM 95th-tile Q 2.3 11.7 11.6 0.1 HCM 6th Signalized Intersection Summary2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 4 553 9 239 311 7 4 19 226 9 7 4Future Volume (veh/h) 4 553 9 239 311 7 4 19 226974Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.99 0.96 0.97 0.98 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 4 553 9 239 311 7 4 19 226 9 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 53 1098 18 363 439 9 54 29 304 178 130 58Arrive On Green 0.60 0.60 0.60 1.00 1.00 1.00 0.22 0.22 0.22 0.22 0.22 0.22Sat Flow, veh/h 3 1830 30 482 732 15 7 137 1413 479 602 270Grp Volume(v), veh/h 566 0 0 557 0 0 249 0 0 20 0 0Grp Sat Flow(s),veh/h/ln 1862 0 0 1230 0 0 1557 0 0 1352 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 12.2 0.0 0.0 0.0 0.0 0.0 10.4 0.0 0.0 0.6 0.0 0.0Prop In Lane 0.01 0.02 0.43 0.01 0.02 0.91 0.45 0.20Lane Grp Cap(c), veh/h 1169 0 0 812 0 0 387 0 0 366 0 0V/C Ratio(X) 0.48 0.00 0.00 0.69 0.00 0.00 0.64 0.00 0.00 0.05 0.00 0.00Avail Cap(c_a), veh/h 1169 0 0 812 0 0 497 0 0 463 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 0.70 0.00 0.00 0.94 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.0 0.0 0.0 0.0 0.0 0.0 25.7 0.0 0.0 21.8 0.0 0.0Incr Delay (d2), s/veh 0.3 0.0 0.0 3.3 0.0 0.0 1.7 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 4.3 0.0 0.0 0.7 0.0 0.0 3.9 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 8.4 0.0 0.0 3.3 0.0 0.0 27.3 0.0 0.0 21.9 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 566 557 249 20Approach Delay, s/veh 8.4 3.3 27.3 21.9Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 19.1 46.0 19.1 46.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 20.0 42.0 20.0 42.0Max Q Clear Time (g_c+I1), s 12.4 14.2 2.6 2.0Green Ext Time (p_c), s 0.9 4.3 0.0 5.9Intersection SummaryHCM 6th Ctrl Delay 9.9HCM 6th LOS A January 26, 2026 Packet Pg. 1151
HCM Signalized Intersection Capacity Analysis
18: El Camino Real & Olive Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133 Future Volume (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 3.5 2.0 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.91Frpb, ped/bikes 0.98 0.98 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.86 0.86 1.00 1.00 0.99Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1581 1584 1770 3535 5007Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1581 1584 1770 3535 5007Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133RTOR Reduction (vph) 0 0 147 0 0 1 0 0 0 0 15 0Lane Group Flow (vph) 0 0 31 0 0 0 88 1102 0 0 1514 0Confl. Peds. (#/hr) 4 4 3 3 4 3 3 4Turn Type Perm Perm Prot NA NAProtected Phases 5 2 6Permitted Phases 8 8Actuated Green, G (s) 12.0 12.0 7.4 70.0 38.7Effective Green, g (s) 12.0 12.0 7.4 70.0 38.7Actuated g/C Ratio 0.17 0.17 0.11 1.00 0.55Clearance Time (s) 4.0 4.0 3.5 2.0 4.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 271 271 187 3535 2768v/s Ratio Prot c0.05 c0.31 c0.30v/s Ratio Perm 0.02 0.00v/c Ratio 0.11 0.00 0.47 0.31 0.55Uniform Delay, d1 24.5 24.0 29.5 0.0 10.0Progression Factor 1.00 1.00 0.81 1.00 0.92Incremental Delay, d2 0.2 0.0 1.8 0.2 0.7Delay (s) 24.7 24.0 25.6 0.2 9.9Level of Service C C C A AApproach Delay (s) 24.7 24.0 2.1 9.9Approach LOS C C A AIntersection SummaryHCM 2000 Control Delay 7.6 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 70.0 Sum of lost time (s) 11.9Intersection Capacity Utilization 48.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group HCM 6th Signalized Intersection Summary26: El Camino Real & Morse Boulevard 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 6Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 27 77 91 993 1551 57Future Volume (veh/h) 27 77 91 993 1551 57Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 27 77 91 993 1551 57Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 34 97 118 2857 3476 128Arrive On Green 0.08 0.08 0.07 0.80 1.00 1.00Sat Flow, veh/h 415 1185 1781 3647 5223 186Grp Volume(v), veh/h 105 0 91 993 1044 564Grp Sat Flow(s),veh/h/ln 1616 0 1781 1777 1702 1836Q Serve(g_s), s 4.5 0.0 3.5 5.3 0.0 0.0Cycle Q Clear(g_c), s 4.5 0.0 3.5 5.3 0.0 0.0Prop In Lane 0.26 0.73 1.00 0.10Lane Grp Cap(c), veh/h 132 0 118 2857 2341 1263V/C Ratio(X) 0.80 0.00 0.77 0.35 0.45 0.45Avail Cap(c_a), veh/h 265 0 267 2857 2341 1263HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.43 0.43 0.85 0.85Uniform Delay (d), s/veh 31.6 0.0 32.2 1.9 0.0 0.0Incr Delay (d2), s/veh 10.3 0.0 4.6 0.1 0.5 1.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.1 0.0 1.6 0.6 0.2 0.3Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 41.9 0.0 36.7 2.0 0.5 1.0LnGrp LOS D A D A A AApproach Vol, veh/h 105 1084 1608Approach Delay, s/veh 41.9 4.9 0.7Approach LOS D A ATimer - Assigned Phs 2 4 5 6Phs Duration (G+Y+Rc), s 60.8 9.2 8.1 52.6Change Period (Y+Rc), s 4.5 3.5 3.5 4.5Max Green Setting (Gmax), s 50.5 11.5 10.5 36.5Max Q Clear Time (g_c+I1), s 7.3 6.5 5.5 2.0Green Ext Time (p_c), s 8.6 0.1 0.1 14.7Intersection SummaryHCM 6th Ctrl Delay 3.9HCM 6th LOS A January 26, 2026 Packet Pg. 1152
HCM 6th Signalized Intersection Summary
27: Elm Street & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 43 620 18 19 403 14 9 100 40 17 68 21Future Volume (veh/h) 43 620 18 19 403 14 9 100 40 17 68 21Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.96 0.94 0.92 0.96 0.89Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 696 1269 37 534 1260 44 62 233 88 84 235 64Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 962 1806 52 789 1794 62 41 1215 461 129 1226 335Grp Volume(v), veh/h 43 0 638 19 0 417 149 0 0 106 0 0Grp Sat Flow(s),veh/h/ln 962 0 1859 789 0 1856 1716 0 0 1690 0 0Q Serve(g_s), s 1.3 0.0 10.9 0.8 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.3 0.0 10.9 11.7 0.0 6.0 5.3 0.0 0.0 3.6 0.0 0.0Prop In Lane 1.00 0.03 1.00 0.03 0.06 0.27 0.16 0.20Lane Grp Cap(c), veh/h 696 0 1306 534 0 1304 384 0 0 384 0 0V/C Ratio(X) 0.06 0.00 0.49 0.04 0.00 0.32 0.39 0.00 0.00 0.28 0.00 0.00Avail Cap(c_a), veh/h 696 0 1306 534 0 1304 597 0 0 589 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 5.4 0.0 4.7 7.4 0.0 4.0 25.0 0.0 0.0 24.3 0.0 0.0Incr Delay (d2), s/veh 0.2 0.0 1.3 0.1 0.0 0.6 0.6 0.0 0.0 0.4 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.2 0.0 3.3 0.1 0.0 1.8 2.2 0.0 0.0 1.5 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 5.6 0.0 6.0 7.5 0.0 4.6 25.6 0.0 0.0 24.7 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 681 436 149 106Approach Delay, s/veh 6.0 4.8 25.6 24.7Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 17.1 52.9 17.1 52.9Change Period (Y+Rc), s 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 22.3 40.3 22.3 40.3Max Q Clear Time (g_c+I1), s 7.3 12.9 5.6 13.7Green Ext Time (p_c), s 0.7 5.1 0.5 2.9Intersection SummaryHCM 6th Ctrl Delay 9.2HCM 6th LOS A HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Future Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 685 46 309 381 204 85 800 251 696 858 56Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 58 742 52 371 501 266 146 843 376 691 1685 110Arrive On Green 0.23 0.23 0.23 0.22 0.22 0.22 0.08 0.24 0.24 0.40 0.69 0.69Sat Flow, veh/h 250 3204 226 1675 2264 1202 1781 3554 1585 3456 4896 319Grp Volume(v), veh/h 416 0 371 330 284 280 85 800 251 696 596 318Grp Sat Flow(s),veh/h/ln 1858 0 1822 1787 1702 1652 1781 1777 1585 1728 1702 1810Q Serve(g_s), s 31.0 0.0 27.5 24.7 21.8 22.3 6.4 31.0 20.1 28.0 11.7 11.8Cycle Q Clear(g_c), s 31.0 0.0 27.5 24.7 21.8 22.3 6.4 31.0 20.1 28.0 11.7 11.8Prop In Lane 0.13 0.12 0.94 0.73 1.00 1.00 1.00 0.18Lane Grp Cap(c), veh/h 430 0 422 396 377 366 146 843 376 691 1172 623V/C Ratio(X) 0.97 0.00 0.88 0.83 0.75 0.77 0.58 0.95 0.67 1.01 0.51 0.51Avail Cap(c_a), veh/h 430 0 422 396 377 366 165 843 376 691 1172 623HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 53.3 0.0 51.9 52.0 50.9 51.1 61.9 52.6 48.4 42.0 16.1 16.1Incr Delay (d2), s/veh 31.0 0.0 16.0 18.3 13.0 14.2 1.8 20.9 9.1 36.0 1.6 3.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 18.2 0.0 14.5 13.1 10.7 10.7 3.0 16.1 8.9 13.3 3.7 4.2Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.3 0.0 68.0 70.3 64.0 65.3 63.7 73.5 57.5 78.0 17.7 19.1LnGrp LOS F A E E E E E E E F B BApproach Vol, veh/h 787 894 1136 1610 Approach Delay, s/veh 76.6 66.7 69.2 44.0
Approach LOS E E E DTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 16.0 52.7 34.7 31.0 37.7 36.6Change Period (Y+Rc), s 4.5 * 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 * 48 31.0 28.0 33.2 32.4 Max Q Clear Time (g_c+I1), s 8.4 13.8 26.7 30.0 33.0 33.0 Green Ext Time (p_c), s 0.0 9.9 2.6 0.0 0.1 0.0Intersection SummaryHCM 6th Ctrl Delay 60.9HCM 6th LOS ENotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1153
HCM 6th AWSC
1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 1IntersectionIntersection Delay, s/veh 17.3Intersection LOS CMovement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 415 68 123 252 58 89Future Vol, veh/h 415 68 123 252 58 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222Mvmt Flow 415 68 123 252 58 89Number of Lanes 1 0 1 0 0 1Approach WB NB SBOpposing Approach SB NBOpposing Lanes 0 1 1Conflicting Approach Left NB WBConflicting Lanes Left 1 0 1Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0HCM Control Delay 21.7 14.2 11HCM LOS C B BLane NBLn1 WBLn1 SBLn1Vol Left, % 0% 86% 39%Vol Thru, % 33% 0% 61%Vol Right, % 67% 14% 0%Sign Control Stop Stop StopTraffic Vol by Lane 375 483 147LT Vol 0 415 58Through Vol 123 0 89RT Vol 252 68 0Lane Flow Rate 375 483 147Geometry Grp 1 1 1Degree of Util (X) 0.541 0.729 0.245Departure Headway (Hd) 5.193 5.431 6.012Convergence, Y/N Yes Yes YesCap 694 667 595Service Time 3.242 3.467 4.072HCM Lane V/C Ratio 0.54 0.724 0.247HCM Control Delay 14.2 21.7 11HCM Lane LOS B C BHCM 95th-tile Q 3.3 6.3 1 HCM 6th Signalized Intersection Summary1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 415 68 123 252 58 89Future Volume (veh/h) 415 68 123 252 58 89Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 0.99 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 415 68 123 252 58 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 780 128 157 321 111 143Arrive On Green 0.52 0.52 0.29 0.29 0.29 0.29Sat Flow, veh/h 1500 246 544 1114 152 499Grp Volume(v), veh/h 484 0 0 375 147 0Grp Sat Flow(s),veh/h/ln 1750 0 0 1658 651 0Q Serve(g_s), s 13.8 0.0 0.0 15.6 3.5 0.0Cycle Q Clear(g_c), s 13.8 0.0 0.0 15.6 19.2 0.0Prop In Lane 0.86 0.14 0.67 0.39Lane Grp Cap(c), veh/h 910 0 0 477 254 0V/C Ratio(X) 0.53 0.00 0.00 0.79 0.58 0.00Avail Cap(c_a), veh/h 910 0 0 619 374 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.74 0.00 0.00 0.68 1.00 0.00Uniform Delay (d), s/veh 11.9 0.0 0.0 24.6 25.2 0.0Incr Delay (d2), s/veh 1.7 0.0 0.0 3.5 2.1 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 5.3 0.0 0.0 6.4 2.7 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 13.6 0.0 0.0 28.1 27.3 0.0LnGrp LOS B A A C C AApproach Vol, veh/h 484 375 147Approach Delay, s/veh 13.6 28.1 27.3Approach LOS B C CTimer - Assigned Phs 2 6 8Phs Duration (G+Y+Rc), s 25.6 25.6 43.0Change Period (Y+Rc), s 4.0 4.0 4.0Max Green Setting (Gmax), s 28.0 28.0 39.0Max Q Clear Time (g_c+I1), s 17.6 21.2 15.8Green Ext Time (p_c), s 1.8 0.4 1.6Intersection SummaryHCM 6th Ctrl Delay 21.0HCM 6th LOS CNotesUser approved volume balancing among the lanes for turning movement.

January 26, 2026 Packet Pg. 1154
HCM 6th AWSC
2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 2IntersectionIntersection Delay, s/veh 45Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Future Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 1 286 17 207 489 14 8 22 218 7 7 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 14.2 70.2 13.3 10.6HCM LOS B F B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 0% 29% 39%Vol Thru, % 9% 94% 69% 39%Vol Right, % 88% 6% 2% 22%Sign Control Stop Stop Stop StopTraffic Vol by Lane 248 304 710 18LT Vol 8 1 207 7Through Vol 22 286 489 7RT Vol 218 17 14 4Lane Flow Rate 248 304 710 18Geometry Grp 1111Degree of Util (X) 0.409 0.482 1.047 0.035Departure Headway (Hd) 6.118 5.851 5.311 7.337Convergence, Y/N Yes Yes Yes YesCap 593 620 682 491Service Time 4.118 3.851 3.343 5.337HCM Lane V/C Ratio 0.418 0.49 1.041 0.037HCM Control Delay 13.3 14.2 70.2 10.6HCM Lane LOS B B F BHCM 95th-tile Q 2 2.6 18.4 0.1 HCM 6th Signalized Intersection Summary2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1 286 17 207 489 14 8 22 218 7 7 4Future Volume (veh/h) 1 286 17 207 489 14 8 22 218774Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 0.95 0.96 0.98 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 1 286 17 207 489 14 8 22 218774Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 49 1092 65 323 701 19 53 36 292 155 145 67Arrive On Green 0.63 0.63 0.63 1.00 1.00 1.00 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 1 1743 103 417 1119 31 18 169 1361 414 677 312Grp Volume(v), veh/h 304 0 0 710 0 0 248 0 0 18 0 0Grp Sat Flow(s),veh/h/ln 1847 0 0 1567 0 0 1548 0 0 1402 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 5.5 0.0 0.0 0.0 0.0 0.0 11.2 0.0 0.0 0.6 0.0 0.0Prop In Lane 0.00 0.06 0.29 0.02 0.03 0.88 0.39 0.22Lane Grp Cap(c), veh/h 1205 0 0 1044 0 0 381 0 0 367 0 0V/C Ratio(X) 0.25 0.00 0.00 0.68 0.00 0.00 0.65 0.00 0.00 0.05 0.00 0.00Avail Cap(c_a), veh/h 1205 0 0 1044 0 0 462 0 0 441 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 0.63 0.00 0.00 0.74 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 6.3 0.0 0.0 0.0 0.0 0.0 27.5 0.0 0.0 23.4 0.0 0.0Incr Delay (d2), s/veh 0.1 0.0 0.0 2.3 0.0 0.0 1.8 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 0.7 0.0 0.0 4.2 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 6.4 0.0 0.0 2.3 0.0 0.0 29.3 0.0 0.0 23.4 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 304 710 248 18Approach Delay, s/veh 6.4 2.3 29.3 23.4Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 20.1 51.0 20.1 51.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 20.0 47.0 20.0 47.0Max Q Clear Time (g_c+I1), s 13.2 7.5 2.6 2.0Green Ext Time (p_c), s 0.9 2.1 0.0 7.2Intersection SummaryHCM 6th Ctrl Delay 8.8HCM 6th LOS A January 26, 2026 Packet Pg. 1155
HCM Signalized Intersection Capacity Analysis
18: El Camino Real & Olive Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216Future Volume (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 3.5 2.0 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.91Frpb, ped/bikes 0.97 0.97 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.86 0.86 1.00 1.00 0.98Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1571 1564 1770 3536 4956Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1571 1564 1770 3536 4956Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216RTOR Reduction (vph) 0 0 137 0 0 3 0 0 0 0 26 0Lane Group Flow (vph) 0 0 21 0 0 0 138 1410 0 0 1520 0Confl. Peds. (#/hr) 6 6 8 8 6 8 8 6Confl. Bikes (#/hr) 1Turn Type Perm Perm Prot NA NAProtected Phases 5 2 6Permitted Phases 8 8Actuated Green, G (s) 10.0 10.0 9.5 75.0 43.6Effective Green, g (s) 10.0 10.0 9.5 75.0 43.6Actuated g/C Ratio 0.13 0.13 0.13 1.00 0.58Clearance Time (s) 4.0 4.0 3.5 2.0 4.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 209 208 224 3536 2881v/s Ratio Prot c0.08 c0.40 c0.31v/s Ratio Perm 0.01 0.00v/c Ratio 0.10 0.00 0.62 0.40 0.53Uniform Delay, d1 28.6 28.2 31.0 0.0 9.5Progression Factor 1.00 1.00 0.78 1.00 0.59Incremental Delay, d2 0.2 0.0 4.2 0.3 0.6Delay (s) 28.8 28.2 28.4 0.3 6.2Level of Service C C C A AApproach Delay (s) 28.8 28.2 2.8 6.2Approach LOS C C A AIntersection SummaryHCM 2000 Control Delay 5.7 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.55Actuated Cycle Length (s) 75.0 Sum of lost time (s) 11.9Intersection Capacity Utilization 49.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group HCM 6th Signalized Intersection Summary26: El Camino Real & Morse Boulevard 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 6Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 68 121 1433 1477 61Future Volume (veh/h) 56 68 121 1433 1477 61Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 68 121 1433 1477 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 70 85 401 2838 2578 106Arrive On Green 0.09 0.09 0.23 0.80 1.00 1.00Sat Flow, veh/h 740 898 1781 3647 5191 207Grp Volume(v), veh/h 125 0 121 1433 1001 537Grp Sat Flow(s),veh/h/ln 1651 0 1781 1777 1702 1826Q Serve(g_s), s 5.6 0.0 4.2 10.2 0.0 0.0Cycle Q Clear(g_c), s 5.6 0.0 4.2 10.2 0.0 0.0Prop In Lane 0.45 0.54 1.00 0.11Lane Grp Cap(c), veh/h 156 0 401 2838 1747 937V/C Ratio(X) 0.80 0.00 0.30 0.50 0.57 0.57Avail Cap(c_a), veh/h 253 0 401 2838 1747 937HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.14 0.14 0.84 0.84Uniform Delay (d), s/veh 33.3 0.0 24.1 2.5 0.0 0.0Incr Delay (d2), s/veh 9.0 0.0 0.1 0.1 1.2 2.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.6 0.0 1.7 1.4 0.3 0.6Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 42.3 0.0 24.2 2.6 1.2 2.1LnGrp LOS D A C A A AApproach Vol, veh/h 125 1554 1538Approach Delay, s/veh 42.3 4.3 1.5Approach LOS D A ATimer - Assigned Phs 2 4 5 6Phs Duration (G+Y+Rc), s 64.4 10.6 21.4 43.0Change Period (Y+Rc), s 4.5 3.5 4.5 * 4.5Max Green Setting (Gmax), s 55.5 11.5 13.5 * 39Max Q Clear Time (g_c+I1), s 12.2 7.6 6.2 2.0Green Ext Time (p_c), s 15.2 0.1 0.1 14.1Intersection SummaryHCM 6th Ctrl Delay 4.4HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1156
HCM 6th Signalized Intersection Summary
27: Elm Street & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 63 507 13 25 733 15 24 89 35 14 70 38Future Volume (veh/h) 63 507 13 25 733 15 24 89 35 14 70 38Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 0.95 0.92 0.96 0.90Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 484 1319 34 642 1327 27 82 197 69 69 184 90Arrive On Green 0.73 0.73 0.73 0.73 0.73 0.73 0.17 0.17 0.17 0.17 0.17 0.17Sat Flow, veh/h 713 1814 47 878 1825 37 153 1130 397 89 1055 518Grp Volume(v), veh/h 63 0 520 25 0 748 148 0 0 122 0 0Grp Sat Flow(s),veh/h/ln 713 0 1861 878 0 1862 1679 0 0 1662 0 0Q Serve(g_s), s 3.3 0.0 7.9 0.8 0.0 13.7 0.2 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 17.1 0.0 7.9 8.8 0.0 13.7 5.7 0.0 0.0 4.8 0.0 0.0Prop In Lane 1.00 0.03 1.00 0.02 0.16 0.24 0.11 0.31Lane Grp Cap(c), veh/h 484 0 1353 642 0 1354 348 0 0 343 0 0V/C Ratio(X) 0.13 0.00 0.38 0.04 0.00 0.55 0.42 0.00 0.00 0.36 0.00 0.00Avail Cap(c_a), veh/h 484 0 1353 642 0 1354 527 0 0 520 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.6 0.0 3.9 5.5 0.0 4.7 27.9 0.0 0.0 27.5 0.0 0.0Incr Delay (d2), s/veh 0.6 0.0 0.8 0.1 0.0 1.6 0.8 0.0 0.0 0.6 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.5 0.0 2.3 0.1 0.0 4.1 2.4 0.0 0.0 2.0 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.1 0.0 4.7 5.6 0.0 6.3 28.7 0.0 0.0 28.2 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 583 773 148 122Approach Delay, s/veh 5.2 6.3 28.7 28.2Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 16.8 58.2 16.8 58.2Change Period (Y+Rc), s 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 21.3 46.3 21.3 46.3Max Q Clear Time (g_c+I1), s 7.7 19.1 6.8 15.7Green Ext Time (p_c), s 0.6 4.2 0.5 6.4Intersection SummaryHCM 6th Ctrl Delay 9.6HCM 6th LOS A HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Future Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 70 388 78 518 712 349 115 1081 160 452 997 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 80 462 97 458 686 339 136 1050 467 436 1743 106Arrive On Green 0.18 0.18 0.18 0.29 0.29 0.29 0.08 0.30 0.30 0.25 0.71 0.71Sat Flow, veh/h 452 2605 548 1588 2378 1175 1781 3554 1580 3456 4913 300Grp Volume(v), veh/h 286 0 250 584 505 489 115 1081 160 452 690 368Grp Sat Flow(s),veh/h/ln 1848 0 1757 1791 1702 1647 1781 1777 1580 1728 1702 1809Q Serve(g_s), s 22.6 0.0 20.5 43.3 43.3 43.3 9.6 44.3 11.9 18.9 14.9 14.9Cycle Q Clear(g_c), s 22.6 0.0 20.5 43.3 43.3 43.3 9.6 44.3 11.9 18.9 14.9 14.9Prop In Lane 0.24 0.31 0.89 0.71 1.00 1.00 1.00 0.17Lane Grp Cap(c), veh/h 328 0 312 517 491 476 136 1050 467 436 1208 642V/C Ratio(X) 0.87 0.00 0.80 1.13 1.03 1.03 0.84 1.03 0.34 1.04 0.57 0.57Avail Cap(c_a), veh/h 382 0 363 517 491 476 154 1050 467 436 1208 642HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 0.0 59.2 53.4 53.3 53.4 68.4 52.8 41.4 56.1 16.2 16.2Incr Delay (d2), s/veh 14.5 0.0 8.5 80.6 48.0 48.9 27.2 35.7 2.0 53.2 2.0 3.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 11.9 0.0 9.9 31.0 25.0 24.3 5.4 24.8 4.9 10.5 4.4 5.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 74.6 0.0 67.7 134.0 101.4 102.3 95.6 88.6 43.4 109.2 18.2 19.9LnGrp LOS E A E FFFFFDFBBApproach Vol, veh/h 536 1579 1356 1510Approach Delay, s/veh 71.3 113.7 83.9 45.9Approach LOS E F F DTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.5 57.7 47.0 23.4 48.8 30.8Change Period (Y+Rc), s 3.0 4.5 3.7 4.5 * 4.5 4.2Max Green Setting (Gmax), s 13.0 47.3 43.3 16.0 * 44 31.0Max Q Clear Time (g_c+I1), s 11.6 16.9 45.3 20.9 46.3 24.6Green Ext Time (p_c), s 0.0 11.4 0.0 0.0 0.0 1.5Intersection SummaryHCM 6th Ctrl Delay 80.5HCM 6th LOS FNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1157
HCM 6th TWSC
1: Elm Street & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 2IntersectionInt Delay, s/veh 15.1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 289 34 115 437 122 73Future Vol, veh/h 289 34 115 437 122 73Conflicting Peds, #/hr 5 5 0 5 5 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 289 34 115 437 122 73Major/Minor Minor1 Major1 Major2Conflicting Flow All 661 344 0 0 557 0 Stage 1 339 ----- Stage 2 322 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 427 699 - - 1014 - Stage 1 722 ----- Stage 2 735 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 369 692 - - 1009 -Mov Cap-2 Maneuver 369 ----- Stage 1 718 ----- Stage 2 639 -----Approach WB NB SBHCM Control Delay, s 46.6 0 5.7HCM LOS EMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 388 1009 -HCM Lane V/C Ratio - - 0.832 0.121 -HCM Control Delay (s) - - 46.6 9.1 0HCM Lane LOS - - E A AHCM 95th %tile Q(veh) - - 7.7 0.4 - HCM 6th TWSC2: Walnut Street & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 4IntersectionInt Delay, s/veh 9.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 553 9 239 311 7 4 19 226 9 7 4Future Vol, veh/h 4 553 9 239 311 7 4 19 226 9 7 4Conflicting Peds, #/hr 8 0 5 14 0 17 5 0 14 17 0 8Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 4 553 9 239 311 7 4 19 226 9 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 335 0 0 576 0 0 1386 1393 589 1515 1394 340 Stage 1 - - - - - - 580 580 - 810 810 - Stage 2 - - - - - - 806 813 - 705 584 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1224 - - 997 - - 120 142 508 98 141 702 Stage 1 - - - - - - 500 500 - 374 393 - Stage 2 - - - - - - 376 392 - 427 498 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1204 - - 984 - - 85 97 493 34 96 685Mov Cap-2 Maneuver - - - - - - 85 97 - 34 96 - Stage 1 - - - - - - 491 491 - 366 273 - Stage 2 - - - - - - 255 272 - 218 489 -Approach EB WB NB SBHCM Control Delay, s 0.1 4.2 35.8 96.7HCM LOS E FMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 355 1204 - - 984 - - 58HCM Lane V/C Ratio 0.701 0.003 - - 0.243 - - 0.345HCM Control Delay (s) 35.8 8 0 - 9.8 0 - 96.7HCM Lane LOS E A A - A A - FHCM 95th %tile Q(veh) 5.1 0 - - 1 - - 1.2 January 26, 2026 Packet Pg. 1158
HCM 6th Signalized Intersection Summary
3: Laurel Street & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 12 758 20 89 483 20 9 18 197 55 38 40Future Volume (veh/h) 12 758 20 89 483 20 9 18 197 55 38 40Initial Q (Qb), veh 0 4 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.96 0.95 0.98 0.94Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 12 758 17 89 483 19 9 18 114 55 38 17Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 19 1272 29 121 657 26 34 32 161 104 67 24Arrive On Green 0.35 0.35 0.35 0.44 0.44 0.44 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 54 3582 84 278 1508 59 50 258 1302 526 538 194Grp Volume(v), veh/h 414 0 373 591 0 0 141 0 0 110 0 0Grp Sat Flow(s),veh/h/ln 1868 0 1852 1845 0 0 1610 0 0 1258 0 0Q Serve(g_s), s 25.7 0.0 22.8 37.2 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0Cycle Q Clear(g_c), s 25.7 0.0 22.8 37.2 0.0 0.0 11.6 0.0 0.0 12.5 0.0 0.0Prop In Lane 0.03 0.05 0.15 0.03 0.06 0.81 0.50 0.15Lane Grp Cap(c), veh/h 663 0 657 804 0 0 227 0 0 194 0 0V/C Ratio(X) 0.62 0.00 0.57 0.74 0.00 0.00 0.62 0.00 0.00 0.57 0.00 0.00Avail Cap(c_a), veh/h 663 0 657 804 0 0 343 0 0 304 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.18 0.00 0.00 0.98 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 37.7 0.0 36.7 32.8 0.0 0.0 59.0 0.0 0.0 58.8 0.0 0.0Incr Delay (d2), s/veh 4.4 0.0 3.5 1.1 0.0 0.0 2.7 0.0 0.0 2.6 0.0 0.0Initial Q Delay(d3),s/veh 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 13.1 0.0 11.5 17.0 0.0 0.0 5.0 0.0 0.0 4.0 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 42.2 0.0 40.4 33.9 0.0 0.0 61.8 0.0 0.0 61.4 0.0 0.0LnGrp LOS D A D C AAEAAEAAApproach Vol, veh/h 787 591 141 110Approach Delay, s/veh 41.4 33.9 61.8 61.4Approach LOS D C E ETimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 53.7 21.3 65.0 21.3Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 39.0 28.0 61.0 28.0Max Q Clear Time (g_c+I1), s 27.7 14.5 39.2 13.6Green Ext Time (p_c), s 4.0 0.4 4.3 0.7Intersection SummaryHCM 6th Ctrl Delay 41.8HCM 6th LOS D HCM 6th Signalized Intersection Summary4: El Camino Real & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 145 850 26 535 514 261 6 679 363 292 730 121Future Volume (veh/h) 145 850 26 535 514 261 6 679 363 292 730 121Initial Q (Qb), veh 0 0 0 000004000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 145 850 24 535 514 242 6 679 262 292 730 118Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 147 911 27 985 533 445 32 754 583 323 860 139Arrive On Green 0.29 0.29 0.29 0.28 0.28 0.28 0.04 0.42 0.42 0.09 0.28 0.28Sat Flow, veh/h 502 3103 91 3456 1870 1560 1781 3554 2750 3456 3063 495Grp Volume(v), veh/h 533 0 486 535 514 242 6 679 262 292 423 425Grp Sat Flow(s),veh/h/ln 1845 0 1852 1728 1870 1560 1781 1777 1375 1728 1777 1781Q Serve(g_s), s 40.1 0.0 35.2 18.3 37.9 18.4 0.5 24.9 9.5 11.7 31.5 31.5Cycle Q Clear(g_c), s 40.1 0.0 35.2 18.3 37.9 18.4 0.5 24.9 9.5 11.7 31.5 31.5Prop In Lane 0.27 0.05 1.00 1.00 1.00 1.00 1.00 0.28Lane Grp Cap(c), veh/h 542 0 544 985 533 445 32 754 583 323 499 500V/C Ratio(X) 0.98 0.00 0.89 0.54 0.96 0.54 0.19 0.90 0.45 0.90 0.85 0.85Avail Cap(c_a), veh/h 542 0 544 985 533 445 51 754 583 323 499 500HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00Upstream Filter(I) 0.49 0.00 0.49 1.00 1.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00Uniform Delay (d), s/veh 49.1 0.0 47.4 42.3 49.3 42.4 66.5 38.9 34.8 62.8 47.5 47.6Incr Delay (d2), s/veh 22.9 0.0 9.3 2.2 31.1 4.7 0.9 14.5 2.2 26.9 16.3 16.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 22.0 0.0 17.8 8.2 22.4 7.8 0.2 10.4 3.3 6.3 16.1 16.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 72.0 0.0 56.7 44.5 80.4 47.1 67.5 53.5 37.6 89.7 63.9 63.9LnGrp LOS E A E D F D E D D F E EApproach Vol, veh/h 1019 1291 947 1140Approach Delay, s/veh 64.7 59.3 49.2 70.5Approach LOS E E D ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 7.0 43.8 44.0 16.6 34.2 45.2Change Period (Y+Rc), s 4.5 * 4.5 4.1 3.5 4.5 4.1Max Green Setting (Gmax), s 4.0 * 39 39.9 13.1 29.7 41.1Max Q Clear Time (g_c+I1), s 2.5 33.5 39.9 13.7 26.9 42.1Green Ext Time (p_c), s 0.0 2.5 0.0 0.0 1.5 0.0Intersection SummaryHCM 6th Ctrl Delay 61.3HCM 6th LOS ENotesUser approved ignoring U-Turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1159
HCM 6th Signalized Intersection Summary
5: Chestnut Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 13Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 6 1515 38 21 913 15 212 6 37 22 6 19Future Volume (veh/h) 6 1515 38 21 913 15 212 6 37 22 6 19Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.98 0.99 0.99 0.99 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 6 1515 38 21 913 15 212 6 27 22 6 19Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 39 2477 62 236 2563 42 325 7 33 198 63 141Arrive On Green 0.72 0.72 0.72 1.00 1.00 1.00 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 3 3456 86 333 3576 59 1246 35 159 699 304 680Grp Volume(v), veh/h 818 0 741 21 454 474 245 0 0 47 0 0Grp Sat Flow(s),veh/h/ln 1863 0 1682 333 1777 1858 1440 0 0 1683 0 0Q Serve(g_s), s 0.0 0.0 22.3 2.2 0.0 0.0 13.9 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 22.0 0.0 22.3 24.4 0.0 0.0 16.1 0.0 0.0 2.2 0.0 0.0Prop In Lane 0.01 0.05 1.00 0.03 0.87 0.11 0.47 0.40Lane Grp Cap(c), veh/h 1372 0 1206 236 1274 1332 366 0 0 402 0 0V/C Ratio(X) 0.60 0.00 0.61 0.09 0.36 0.36 0.67 0.00 0.00 0.12 0.00 0.00Avail Cap(c_a), veh/h 1372 0 1206 236 1274 1332 502 0 0 548 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.96 0.96 0.96 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 7.1 0.0 7.2 3.8 0.0 0.0 37.6 0.0 0.0 32.3 0.0 0.0Incr Delay (d2), s/veh 1.9 0.0 2.3 0.7 0.7 0.7 0.8 0.0 0.0 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 8.3 0.0 7.7 0.2 0.3 0.3 5.8 0.0 0.0 0.9 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.1 0.0 9.5 4.5 0.7 0.7 38.4 0.0 0.0 32.3 0.0 0.0LnGrp LOS AAAAAADAACAAApproach Vol, veh/h 1559 949 245 47Approach Delay, s/veh 9.3 0.8 38.4 32.3Approach LOS A A D CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 75.8 24.2 75.8 24.2Change Period (Y+Rc), s 4.1 3.5 4.1 3.5Max Green Setting (Gmax), s 61.9 30.5 61.9 30.5Max Q Clear Time (g_c+I1), s 24.3 4.2 26.4 18.1Green Ext Time (p_c), s 23.5 0.1 11.7 0.8Intersection SummaryHCM 6th Ctrl Delay 9.3HCM 6th LOS A HCM 6th Signalized Intersection Summary6: Elm Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 16Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 471 967 122 38 584 9 91 74 46 9 82 265Future Volume (veh/h) 471 967 122 38 584 9 91 74 46 9 82 265Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.95 1.00 0.95 0.99 0.98 0.99 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 471 967 113 38 584 9 91 74 38 9 82 177Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 677 2368 277 401 2660 41 197 137 274 52 311 274Arrive On Green 0.74 0.74 0.74 1.00 1.00 1.00 0.18 0.18 0.18 0.18 0.18 0.18Sat Flow, veh/h 815 3186 372 521 3579 55 804 778 1558 70 1771 1558Grp Volume(v), veh/h 471 539 541 38 290 303 165 0 38 91 0 177Grp Sat Flow(s),veh/h/ln 815 1777 1782 521 1777 1857 1581 0 1558 1841 0 1558Q Serve(g_s), s 35.2 11.2 11.2 1.2 0.0 0.0 4.9 0.0 2.1 0.0 0.0 10.6Cycle Q Clear(g_c), s 35.2 11.2 11.2 12.4 0.0 0.0 9.1 0.0 2.1 4.2 0.0 10.6Prop In Lane 1.00 0.21 1.00 0.03 0.55 1.00 0.10 1.00Lane Grp Cap(c), veh/h 677 1321 1324 401 1321 1380 334 0 274 363 0 274V/C Ratio(X) 0.70 0.41 0.41 0.09 0.22 0.22 0.49 0.00 0.14 0.25 0.00 0.65Avail Cap(c_a), veh/h 677 1321 1324 401 1321 1380 536 0 483 604 0 483HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.70 0.70 0.70 0.92 0.92 0.92 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 7.8 4.7 4.7 0.9 0.0 0.0 37.5 0.0 34.8 35.7 0.0 38.3Incr Delay (d2), s/veh 4.1 0.7 0.7 0.4 0.4 0.3 0.4 0.0 0.1 0.1 0.0 1.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 5.8 3.7 3.7 0.1 0.1 0.1 3.7 0.0 0.8 1.9 0.0 4.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 11.9 5.4 5.4 1.4 0.4 0.3 38.0 0.0 34.9 35.8 0.0 39.3LnGrp LOS BAAAAADACDADApproach Vol, veh/h 1551 631 203 268Approach Delay, s/veh 7.4 0.4 37.4 38.1Approach LOS A A D DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 78.7 21.3 78.7 21.3Change Period (Y+Rc), s 4.4 3.7 4.4 3.7Max Green Setting (Gmax), s 60.9 31.0 60.9 31.0Max Q Clear Time (g_c+I1), s 37.2 12.6 14.4 11.1Green Ext Time (p_c), s 16.0 0.6 7.2 0.7Intersection SummaryHCM 6th Ctrl Delay 11.1HCM 6th LOS B January 26, 2026 Packet Pg. 1160
HCM 6th Signalized Intersection Summary
7: Walnut Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 19Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 173 813 48 22 481 53 28 49 30 22 38 122Future Volume (veh/h) 173 813 48 22 481 53 28 49 30 22 38 122Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.95 0.98 0.94 0.96 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 173 813 48 22 481 50 28 49 30 22 38 120Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 715 1395 1127 547 1236 128 93 149 77 59 69 175Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.17 0.17 0.17 0.17 0.17 0.17Sat Flow, veh/h 862 1870 1512 637 1657 172 288 896 461 111 416 1055Grp Volume(v), veh/h 173 813 48 22 0 531 107 0 0 180 0 0Grp Sat Flow(s),veh/h/ln 862 1870 1512 637 0 1830 1645 0 0 1583 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.7 0.0 0.0Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 5.5 0.0 0.0 10.6 0.0 0.0Prop In Lane 1.00 1.00 1.00 0.09 0.26 0.28 0.12 0.67Lane Grp Cap(c), veh/h 715 1395 1127 547 0 1365 319 0 0 304 0 0V/C Ratio(X) 0.24 0.58 0.04 0.04 0.00 0.39 0.34 0.00 0.00 0.59 0.00 0.00Avail Cap(c_a), veh/h 715 1395 1127 547 0 1365 494 0 0 480 0 0HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.91 0.91 0.91 0.96 0.00 0.96 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 37.0 0.0 0.0 39.1 0.0 0.0Incr Delay (d2), s/veh 0.7 1.6 0.1 0.1 0.0 0.8 0.2 0.0 0.0 0.7 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.6 0.0 0.0 0.0 0.3 2.4 0.0 0.0 4.2 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 0.7 1.6 0.1 0.1 0.0 0.8 37.3 0.0 0.0 39.8 0.0 0.0LnGrp LOS AAAAAADAADAAApproach Vol, veh/h 1034 553 107 180Approach Delay, s/veh 1.4 0.8 37.3 39.8Approach LOS A A D DTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 79.2 20.8 79.2 20.8Change Period (Y+Rc), s 4.6 * 4.2 4.6 * 4.2Max Green Setting (Gmax), s 63.2 * 28 63.2 * 28Max Q Clear Time (g_c+I1), s 2.0 12.6 2.0 7.5Green Ext Time (p_c), s 16.1 0.6 6.9 0.4Intersection SummaryHCM 6th Ctrl Delay 7.0HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary8: Laurel Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 22Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 148 658 103 54 465 21 28 37 43 19 47 54Future Volume (veh/h) 148 658 103 54 465 21 28 37 43 19 47 54Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.93 0.91 0.93 0.91Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 148 658 99 54 465 18 28 37 34 19 47 40Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 646 1148 173 580 1303 50 269 163 150 114 255 277Arrive On Green 1.00 1.00 1.00 0.73 0.73 0.73 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 903 1570 236 695 1783 69 1218 855 786 352 1337 1448Grp Volume(v), veh/h 148 0 757 54 0 483 28 0 71 66 0 40Grp Sat Flow(s),veh/h/ln 903 0 1806 695 0 1852 1218 0 1641 1689 0 1448Q Serve(g_s), s 2.7 0.0 0.0 2.3 0.0 9.5 2.0 0.0 3.7 0.0 0.0 2.3Cycle Q Clear(g_c), s 12.2 0.0 0.0 2.3 0.0 9.5 4.9 0.0 3.7 3.0 0.0 2.3Prop In Lane 1.00 0.13 1.00 0.04 1.00 0.48 0.29 1.00Lane Grp Cap(c), veh/h 646 0 1320 580 0 1354 269 0 313 369 0 277V/C Ratio(X) 0.23 0.00 0.57 0.09 0.00 0.36 0.10 0.00 0.23 0.18 0.00 0.14Avail Cap(c_a), veh/h 646 0 1320 580 0 1354 344 0 415 470 0 366HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.78 0.00 0.78 0.68 0.00 0.68 1.00 0.00 1.00 0.09 0.00 0.09Uniform Delay (d), s/veh 0.8 0.0 0.0 3.9 0.0 4.9 36.0 0.0 34.2 33.9 0.0 33.7Incr Delay (d2), s/veh 0.6 0.0 1.4 0.2 0.0 0.5 0.1 0.0 0.1 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.0 0.5 0.3 0.0 3.3 0.6 0.0 1.5 1.4 0.0 0.8Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 1.4 0.0 1.4 4.1 0.0 5.4 36.1 0.0 34.3 33.9 0.0 33.7LnGrp LOS AAAAAADACCACApproach Vol, veh/h 905 537 99 106Approach Delay, s/veh 1.4 5.3 34.8 33.8Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 77.2 22.8 77.2 22.8Change Period (Y+Rc), s 4.1 3.7 4.1 3.7Max Green Setting (Gmax), s 66.9 25.3 66.9 25.3Max Q Clear Time (g_c+I1), s 14.2 5.0 11.5 6.9Green Ext Time (p_c), s 13.3 0.3 6.5 0.3Intersection SummaryHCM 6th Ctrl Delay 6.8HCM 6th LOS A January 26, 2026 Packet Pg. 1161
HCM Signalized Intersection Capacity Analysis
9: El Camino Real & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 24Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 210 458 278 827 985 244Future Volume (vph) 210 458 278 827 985 244Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.6 4.6 3.5 4.4 4.4 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.93 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1770 1473 1770 3539 3539 1531Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1770 1473 1770 3539 3539 1531Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 210 458 278 827 985 244RTOR Reduction (vph) 0 146 0 0 0 99Lane Group Flow (vph) 210 312 278 827 985 145Confl. Peds. (#/hr) 38 5Turn Type Prot Perm Prot NA NA PermProtected Phases 8 1 6 2Permitted Phases 8 2Actuated Green, G (s) 30.9 30.9 23.5 75.5 48.5 48.5Effective Green, g (s) 30.9 30.9 23.5 75.5 48.5 48.5Actuated g/C Ratio 0.22 0.22 0.17 0.54 0.35 0.35Clearance Time (s) 4.6 4.6 3.5 4.4 4.4 4.4Vehicle Extension (s) 5.0 5.0 2.5 4.0 4.0 4.0Lane Grp Cap (vph) 390 325 297 1908 1226 530v/s Ratio Prot 0.12 c0.16 0.23 c0.28v/s Ratio Perm c0.21 0.09v/c Ratio 0.54 0.96 0.94 0.43 0.80 0.27Uniform Delay, d1 48.2 54.0 57.5 19.4 41.4 33.0Progression Factor 1.00 1.00 0.62 0.33 0.92 1.17Incremental Delay, d2 2.6 39.9 34.0 0.7 4.2 0.9Delay (s) 50.8 93.9 69.5 7.1 42.3 39.7Level of Service D F E A D DApproach Delay (s) 80.4 22.8 41.8Approach LOS F C DIntersection SummaryHCM 2000 Control Delay 43.4 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 72.9% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group HCM 6th TWSC10: Chestnut Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 27IntersectionInt Delay, s/veh 4.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 138 19 14 78 23 9 35 31 37 21 6Future Vol, veh/h 16 138 19 14 78 23 9 35 31 37 21 6Conflicting Peds, #/hr 33 0 35 30 0 28 35 0 30 28 0 33Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 16 138 19 14 78 23 9 35 31 37 21 6Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 134 0 0 192 0 0 381 377 213 394 375 158 Stage 1 - - - - - - 215 215 - 151 151 - Stage 2 - - - - - - 166 162 - 243 224 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1451 - - 1381 - - 577 555 827 566 556 887 Stage 1 - - - - - - 787 725 - 851 772 - Stage 2 - - - - - - 836 764 - 761 718 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1405 - - 1335 - - 509 508 777 475 509 830Mov Cap-2 Maneuver - - - - - - 509 508 - 475 509 - Stage 1 - - - - - - 751 692 - 814 740 - Stage 2 - - - - - - 771 732 - 665 685 -Approach EB WB NB SBHCM Control Delay, s 0.7 0.9 11.9 13.1HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 593 1405 - - 1335 - - 506HCM Lane V/C Ratio 0.126 0.011 - - 0.01 - - 0.126HCM Control Delay (s) 11.9 7.6 0 - 7.7 0 - 13.1HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.4 January 26, 2026 Packet Pg. 1162
HCM 6th AWSC
11: Elm Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 29IntersectionIntersection Delay, s/veh 10.4Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 19 164 28 19 60 27 34 169 27 47 137 51Future Vol, veh/h 19 164 28 19 60 27 34 169 27 47 137 51Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 19 164 28 19 60 27 34 169 27 47 137 51Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 10.6 9.4 10.6 10.6HCM LOS B A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 15% 9% 18% 20%Vol Thru, % 73% 78% 57% 58%Vol Right, % 12% 13% 25% 22%Sign Control Stop Stop Stop StopTraffic Vol by Lane 230 211 106 235LT Vol 34 19 19 47Through Vol 169 164 60 137RT Vol 27 28 27 51Lane Flow Rate 230 211 106 235Geometry Grp 1111Degree of Util (X) 0.326 0.308 0.158 0.33Departure Headway (Hd) 5.102 5.249 5.37 5.049Convergence, Y/N Yes Yes Yes YesCap 706 686 668 712Service Time 3.13 3.277 3.404 3.076HCM Lane V/C Ratio 0.326 0.308 0.159 0.33HCM Control Delay 10.6 10.6 9.4 10.6HCM Lane LOS B B A BHCM 95th-tile Q 1.4 1.3 0.6 1.4 HCM 6th TWSC12: Walnut Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 31IntersectionInt Delay, s/veh 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 13 206 15 7 94 24 10 49 28 38 43 10Future Vol, veh/h 13 206 15 7 94 24 10 49 28 38 43 10Conflicting Peds, #/hr 33 0 28 38 0 43 28 0 38 43 0 33Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 13 206 15 7 94 24 10 49 28 38 43 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 161 0 0 259 0 0 458 453 295 484 448 182 Stage 1 - - - - - - 278 278 - 163 163 - Stage 2 - - - - - - 180 175 - 321 285 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1418 - - 1306 - - 513 503 744 493 506 861 Stage 1 - - - - - - 728 680 - 839 763 - Stage 2 - - - - - - 822 754 - 691 676 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1360 - - 1259 - - 433 457 688 394 460 800Mov Cap-2 Maneuver - - - - - - 433 457 - 394 460 - Stage 1 - - - - - - 694 648 - 795 727 - Stage 2 - - - - - - 735 719 - 581 644 -Approach EB WB NB SBHCM Control Delay, s 0.4 0.4 13.5 15HCM LOS B CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 509 1360 - - 1259 - - 450HCM Lane V/C Ratio 0.171 0.01 - - 0.006 - - 0.202HCM Control Delay (s) 13.5 7.7 0 - 7.9 0 - 15HCM Lane LOS B A A - A A - CHCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.7 January 26, 2026 Packet Pg. 1163
HCM 6th AWSC
13: Laurel Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 33IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 57 196 0 0 105 41 0 0 0 59 0 44Future Vol, veh/h 57 196 0 0 105 41 0 0 0 59 0 44Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 57 196 0 0 105 41 0 0 0 59 0 44Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.3 8.2 0 8.4HCM LOS A A - ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 23% 0% 57%Vol Thru, % 100% 77% 72% 0%Vol Right, % 0% 0% 28% 43%Sign Control Stop Stop Stop StopTraffic Vol by Lane 0 253 146 103LT Vol 0 57 0 59Through Vol 0 196 105 0RT Vol 0 0 41 44Lane Flow Rate 0 253 146 103Geometry Grp 1111Degree of Util (X) 0 0.308 0.174 0.134Departure Headway (Hd) 4.956 4.381 4.283 4.671Convergence, Y/N Yes Yes Yes YesCap 0 822 840 768Service Time 2.989 2.398 2.303 2.696HCM Lane V/C Ratio 0 0.308 0.174 0.134HCM Control Delay 8 9.3 8.2 8.4HCM Lane LOS N A A AHCM 95th-tile Q 0 1.3 0.6 0.5 HCM 6th Signalized Intersection Summary14: El Camino Real & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 36Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 90 12 187 10 4 12 71 1008 6 33 1334 94Future Volume (veh/h) 90 12 187 10 4 12 71 1008 6 33 1334 94Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 90 12 140 10 4 5 71 1008 4 33 1334 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 48 4 366 44 11 366 89 2203 982 97 2241 993Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.10 1.00 1.00 0.11 1.00 1.00Sat Flow, veh/h 0 15 1549 0 45 1549 1781 3554 1584 1781 3554 1575Grp Volume(v), veh/h 102 0 140 14 0 5 71 1008 4 33 1334 89Grp Sat Flow(s),veh/h/ln 15 0 1549 45 0 1549 1781 1777 1584 1781 1777 1575Q Serve(g_s), s 0.0 0.0 10.6 0.0 0.0 0.3 5.5 0.0 0.0 2.4 0.0 0.0Cycle Q Clear(g_c), s 33.1 0.0 10.6 33.1 0.0 0.3 5.5 0.0 0.0 2.4 0.0 0.0Prop In Lane 0.88 1.00 0.71 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 52 0 366 55 0 366 89 2203 982 97 2241 993V/C Ratio(X) 1.96 0.00 0.38 0.26 0.00 0.01 0.79 0.46 0.00 0.34 0.60 0.09Avail Cap(c_a), veh/h 52 0 366 55 0 366 184 2203 982 108 2241 993HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.41 0.41 0.41Uniform Delay (d), s/veh 67.7 0.0 44.9 45.0 0.0 40.9 62.3 0.0 0.0 60.1 0.0 0.0Incr Delay (d2), s/veh 495.0 0.0 0.2 0.9 0.0 0.0 11.1 0.7 0.0 0.6 0.5 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 9.0 0.0 4.2 0.4 0.0 0.1 2.6 0.2 0.0 1.1 0.2 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 562.7 0.0 45.1 45.9 0.0 41.0 73.4 0.7 0.0 60.7 0.5 0.1LnGrp LOS F A D D A D EAAEAAApproach Vol, veh/h 242 19 1083 1456Approach Delay, s/veh 263.3 44.6 5.4 1.8Approach LOS F D A ATimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 10.5 92.7 36.8 12.0 91.2 36.8Change Period (Y+Rc), s 3.5 4.4 3.7 4.4 * 4.4 3.7Max Green Setting (Gmax), s 14.5 80.8 33.1 8.5 * 87 33.1Max Q Clear Time (g_c+I1), s 7.5 2.0 35.1 4.4 2.0 35.1Green Ext Time (p_c), s 0.0 24.9 0.0 0.0 14.4 0.0Intersection SummaryHCM 6th Ctrl Delay 26.1HCM 6th LOS CNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1164
HCM 6th TWSC
15: Elm Street & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 38IntersectionInt Delay, s/veh 3.5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 47 70 147 58 55 140Future Vol, veh/h 47 70 147 58 55 140Conflicting Peds, #/hr 19 25 0 19 25 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 47 70 147 58 55 140Major/Minor Minor1 Major1 Major2Conflicting Flow All 470 226 0 0 230 0 Stage 1 201 ----- Stage 2 269 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 552 813 - - 1338 - Stage 1 833 ----- Stage 2 776 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 505 775 - - 1306 -Mov Cap-2 Maneuver 505 ----- Stage 1 813 ----- Stage 2 727 -----Approach WB NB SBHCM Control Delay, s 11.9 0 2.2HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 638 1306 -HCM Lane V/C Ratio - - 0.183 0.042 -HCM Control Delay (s) - - 11.9 7.9 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 0.7 0.1 - HCM 6th TWSC16: Walnut Street & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 40IntersectionInt Delay, s/veh 5.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 86 19 33 73 40 24 32 15 59 9 10Future Vol, veh/h 16 86 19 33 73 40 24 32 15 59 9 10Conflicting Peds, #/hr 18 0 15 18 0 21 15 0 18 21 0 18Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 16 86 19 33 73 40 24 32 15 59 9 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 134 0 0 123 0 0 333 346 135 352 335 132 Stage 1 - - - - - - 146 146 - 180 180 - Stage 2 - - - - - - 187 200 - 172 155 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1451 - - 1464 - - 620 577 914 603 585 917 Stage 1 - - - - - - 857 776 - 822 750 - Stage 2 - - - - - - 815 736 - 830 769 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1422 - - 1439 - - 569 535 880 528 543 883Mov Cap-2 Maneuver - - - - - - 569 535 - 528 543 - Stage 1 - - - - - - 832 753 - 796 717 - Stage 2 - - - - - - 762 704 - 756 747 -Approach EB WB NB SBHCM Control Delay, s 1 1.7 11.9 12.5HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 596 1422 - - 1439 - - 559HCM Lane V/C Ratio 0.119 0.011 - - 0.023 - - 0.14HCM Control Delay (s) 11.9 7.6 0 - 7.6 0 - 12.5HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.5 January 26, 2026 Packet Pg. 1165
HCM 6th AWSC
17: Laurel Street & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 42IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 97 74 93 115 0 70 0 91 0 0 0Future Vol, veh/h 0 97 74 93 115 0 70 0 91000Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 0 97 74 93 115 0 70 0 91 0 0 0Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.4 9.3 8.7 0HCM LOS A A A -Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 43% 0% 45% 0%Vol Thru, % 0% 57% 55% 100%Vol Right, % 57% 43% 0% 0%Sign Control Stop Stop Stop StopTraffic Vol by Lane 161 171 208 0LT Vol 70 0 93 0Through Vol 0 97 115 0RT Vol 91 74 0 0Lane Flow Rate 161 171 208 0Geometry Grp 1111Degree of Util (X) 0.203 0.204 0.265 0Departure Headway (Hd) 4.531 4.289 4.584 4.996Convergence, Y/N Yes Yes Yes YesCap 792 836 784 0Service Time 2.559 2.317 2.612 3.037HCM Lane V/C Ratio 0.203 0.205 0.265 0HCM Control Delay 8.7 8.4 9.3 8HCM Lane LOS A A A NHCM 95th-tile Q 0.8 0.8 1.1 0 HCM 6th TWSC18: El Camino Real & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 44IntersectionInt Delay, s/veh 1.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 178 0 0 1 88 1095 7 0 1396 133Future Vol, veh/h 0 0 178 0 0 1 88 1095 7 0 1396 133Conflicting Peds, #/hr 4 0 4 3 0 3 4 0 3 3 0 4Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - 0 - - 0 210 - - - - 100Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 0 0 178 0 0 1 88 1095 7 0 1396 133Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All - - 706 - - 557 1533 0 0 - - 0 Stage 1 - - ---------- Stage 2 - - ----------Critical Hdwy - - 6.94 - - 6.94 4.14 -----Critical Hdwy Stg 1 - - - - - - - - - - - -Critical Hdwy Stg 2 - - - - - - - - - - - -Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - - - -Pot Cap-1 Maneuver 0 0 378 0 0 474 430 - - 0 - - Stage 1 0 0 - 0 0 - - - - 0 - - Stage 2 0 0 - 0 0 - - - - 0 - -Platoon blocked, % - - - -Mov Cap-1 Maneuver - - 375 - - 471 428 - ----Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - ---------- Stage 2 - - ----------Approach EB WB NB SBHCM Control Delay, s 23 12.7 1.2 0HCM LOS C BMinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBT SBRCapacity (veh/h) 428 - - 375 471 - -HCM Lane V/C Ratio 0.206 - - 0.475 0.002 - -HCM Control Delay (s) 15.6 - - 23 12.7 - -HCM Lane LOS C - - C B - -HCM 95th %tile Q(veh) 0.8 - - 2.5 0 - - January 26, 2026 Packet Pg. 1166
HCM 6th AWSC
19: Elm Street & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 46IntersectionIntersection Delay, s/veh 10.7Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 50 209 14 11 110 57 28 109 17 86 74 41Future Vol, veh/h 50 209 14 11 110 57 28 109 17 86 74 41Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 50 209 14 11 110 57 28 109 17 86 74 41Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 11.6 10 10.1 10.6HCM LOS B A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 18% 18% 6% 43%Vol Thru, % 71% 77% 62% 37%Vol Right, % 11% 5% 32% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 154 273 178 201LT Vol 28 50 11 86Through Vol 109 209 110 74RT Vol 17 14 57 41Lane Flow Rate 154 273 178 201Geometry Grp 1111Degree of Util (X) 0.232 0.394 0.255 0.298Departure Headway (Hd) 5.431 5.191 5.156 5.346Convergence, Y/N Yes Yes Yes YesCap 661 693 696 671Service Time 3.468 3.22 3.189 3.381HCM Lane V/C Ratio 0.233 0.394 0.256 0.3HCM Control Delay 10.1 11.6 10 10.6HCM Lane LOS B B A BHCM 95th-tile Q 0.9 1.9 1 1.2 HCM 6th TWSC20: Walnut Street & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 48IntersectionInt Delay, s/veh 0.5Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 304 6 6 165 10 6Future Vol, veh/h 304 6 6 165 10 6Conflicting Peds, #/hr 0 11 12 0 11 12Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 304 6 6 165 10 6Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 322 0 507 331 Stage 1 - - - - 319 - Stage 2 - - - - 188 -Critical Hdwy - - 4.12 - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1238 - 525 711 Stage 1 - - - - 737 - Stage 2 - - - - 844 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1224 - 511 695Mov Cap-2 Maneuver - - - - 511 - Stage 1 - - - - 729 - Stage 2 - - - - 831 -Approach EB WB NBHCM Control Delay, s 0 0.3 11.5HCM LOS BMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 567 - - 1224 -HCM Lane V/C Ratio 0.028 - - 0.005 -HCM Control Delay (s) 11.5 - - 8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 - January 26, 2026 Packet Pg. 1167
HCM 6th AWSC
21: Laurel Street & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 50IntersectionIntersection Delay, s/veh 12.3Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 58 212 40 20 96 20 48 167 44 76 122 34Future Vol, veh/h 58 212 40 20 96 20 48 167 44 76 122 34Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 58 212 40 20 96 20 48 167 44 76 122 34Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 13.5 10.5 12.3 11.9HCM LOS B B B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 19% 19% 15% 33%Vol Thru, % 64% 68% 71% 53%Vol Right, % 17% 13% 15% 15%Sign Control Stop Stop Stop StopTraffic Vol by Lane 259 310 136 232LT Vol 48 58 20 76Through Vol 167 212 96 122RT Vol 44 40 20 34Lane Flow Rate 259 310 136 232Geometry Grp 1111Degree of Util (X) 0.399 0.475 0.22 0.363Departure Headway (Hd) 5.549 5.519 5.82 5.636Convergence, Y/N Yes Yes Yes YesCap 645 651 613 636Service Time 3.607 3.574 3.888 3.695HCM Lane V/C Ratio 0.402 0.476 0.222 0.365HCM Control Delay 12.3 13.5 10.5 11.9HCM Lane LOS B B B BHCM 95th-tile Q 1.9 2.6 0.8 1.7 HCM 6th Signalized Intersection Summary22: El Camino Real & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 53Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 197 168 41 970 1453 111Future Volume (veh/h) 197 168 41 970 1453 111Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 197 146 41 970 1453 110Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 225 200 296 2901 2196 975Arrive On Green 0.13 0.13 0.17 0.82 1.00 1.00Sat Flow, veh/h 1781 1585 1781 3647 3647 1579Grp Volume(v), veh/h 197 146 41 970 1453 110Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1579Q Serve(g_s), s 15.2 12.4 2.7 9.6 0.0 0.0Cycle Q Clear(g_c), s 15.2 12.4 2.7 9.6 0.0 0.0Prop In Lane 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 225 200 296 2901 2196 975V/C Ratio(X) 0.87 0.73 0.14 0.33 0.66 0.11Avail Cap(c_a), veh/h 401 357 296 2901 2196 975HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 58.8 49.8 3.2 0.0 0.0Incr Delay (d2), s/veh 4.2 1.9 0.1 0.3 1.6 0.2Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 7.2 5.1 1.2 2.8 0.5 0.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 64.2 60.7 49.9 3.6 1.6 0.2LnGrp LOS E E D A A AApproach Vol, veh/h 343 1011 1563Approach Delay, s/veh 62.8 5.4 1.5Approach LOS E A ATimer - Assigned Phs 1 2 4 6Phs Duration (G+Y+Rc), s 27.8 91.0 21.2 118.8Change Period (Y+Rc), s 4.5 * 4.5 3.5 4.5Max Green Setting (Gmax), s 10.5 * 87 31.5 100.5Max Q Clear Time (g_c+I1), s 4.7 2.0 17.2 11.6Green Ext Time (p_c), s 0.0 30.2 0.5 13.5Intersection SummaryHCM 6th Ctrl Delay 10.1HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1168
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 54Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 1 8 9 11 12 12 1 141 22 16 86 1Future Volume (vph) 1 8 9 11 12 12 1 141 22 16 86 1Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Hourly flow rate (vph) 1 8 9 11 12 12 1 141 22 16 86 1Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 18 35 164 103Volume Left (vph) 1 11 1 16Volume Right (vph) 9 12 22 1Hadj (s) -0.25 -0.11 -0.05 0.06Departure Headway (s) 4.3 4.4 4.1 4.2Degree Utilization, x 0.02 0.04 0.19 0.12Capacity (veh/h) 788 760 860 830Control Delay (s) 7.4 7.6 8.0 7.8Approach Delay (s) 7.4 7.6 8.0 7.8Approach LOS A A A AIntersection SummaryDelay 7.9Level of Service AIntersection Capacity Utilization 32.9% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 56IntersectionInt Delay, s/veh 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 38 1 4 38 4 3 12 7 7 3 1Future Vol, veh/h 3 38 1 4 38 4 3 12 7 7 3 1Conflicting Peds, #/hr 9 0 5 9 0 13 5 0 9 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 3 38 1 4 38 4 3 12 7 7 3 1Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 55 0 0 48 0 0 113 117 61 128 115 62 Stage 1 - - - - - - 54 54 - 61 61 - Stage 2 - - - - - - 59 63 - 67 54 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1550 - - 1559 - - 864 773 1004 845 775 1003 Stage 1 - - - - - - 958 850 - 950 844 - Stage 2 - - - - - - 953 842 - 943 850 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1531 - - 1546 - - 842 753 983 805 755 982Mov Cap-2 Maneuver - - - - - - 842 753 - 805 755 - Stage 1 - - - - - - 947 841 - 937 831 - Stage 2 - - - - - - 938 829 - 910 841 -Approach EB WB NB SBHCM Control Delay, s 0.5 0.6 9.5 9.5HCM LOS A AMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 826 1531 - - 1546 - - 804HCM Lane V/C Ratio 0.027 0.002 - - 0.003 - - 0.014HCM Control Delay (s) 9.5 7.4 0 - 7.3 0 - 9.5HCM Lane LOS A A A - A A - AHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 January 26, 2026 Packet Pg. 1169
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 58IntersectionIntersection Delay, s/veh 9.1Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 38 6 14 35 56 7 233 30 16 136 4Future Vol, veh/h 10 38 6 14 35 56 7 233 30 16 136 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 10 38 6 14 35 56 7 233 30 16 136 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 8.5 8.5 9.7 8.8HCM LOS A A A ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 19% 13% 10%Vol Thru, % 86% 70% 33% 87%Vol Right, % 11% 11% 53% 3%Sign Control Stop Stop Stop StopTraffic Vol by Lane 270 54 105 156LT Vol 7 10 14 16Through Vol 233 38 35 136RT Vol 30 6 56 4Lane Flow Rate 270 54 105 156Geometry Grp 1111Degree of Util (X) 0.333 0.075 0.136 0.2Departure Headway (Hd) 4.436 5.009 4.678 4.622Convergence, Y/N Yes Yes Yes YesCap 810 713 764 775Service Time 2.466 3.057 2.721 2.657HCM Lane V/C Ratio 0.333 0.076 0.137 0.201HCM Control Delay 9.7 8.5 8.5 8.8HCM Lane LOS A A A AHCM 95th-tile Q 1.5 0.2 0.5 0.7 HCM 6th TWSC26: El Camino Real & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 60IntersectionInt Delay, s/veh 9.7Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 27 77 91 993 1551 57Future Vol, veh/h 27 77 91 993 1551 57Conflicting Peds, #/hr 4 4 4 0 0 4Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - 100Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 27 77 91 993 1551 57Major/Minor Minor2 Major1 Major2Conflicting Flow All 2238 784 1612 0 - 0 Stage 1 1555 - ---- Stage 2 683 -----Critical Hdwy 6.84 6.94 4.14 - - -Critical Hdwy Stg 1 5.84 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.52 3.32 2.22 - - -Pot Cap-1 Maneuver 36 336 401 - - - Stage 1 160 ----- Stage 2 463 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 28 333 399 - - -Mov Cap-2 Maneuver 28 - - - - - Stage 1 123 ----- Stage 2 461 -----Approach EB NB SBHCM Control Delay, s 245.9 1.4 0HCM LOS FMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 399 - 87 - -HCM Lane V/C Ratio 0.228 - 1.195 - -HCM Control Delay (s) 16.7 - 245.9 - -HCM Lane LOS C - F - -HCM 95th %tile Q(veh) 0.9 - 7.4 - - January 26, 2026 Packet Pg. 1170
HCM 6th AWSC
27: Elm Street & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 62IntersectionIntersection Delay, s/veh 46.3Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Future Vol, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 43 620 18 19 403 14 9 100 40 17 68 21Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 74.3 22.3 13.1 12.4HCM LOS F C B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 6% 6% 4% 16%Vol Thru, % 67% 91% 92% 64%Vol Right, % 27% 3% 3% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 149 681 436 106LT Vol 9 43 19 17Through Vol 100 620 403 68RT Vol 40 18 14 21Lane Flow Rate 149 681 436 106Geometry Grp 1111Degree of Util (X) 0.287 1.055 0.708 0.211Departure Headway (Hd) 7.21 5.579 6.027 7.45Convergence, Y/N Yes Yes Yes YesCap 502 647 602 484Service Time 5.21 3.65 4.027 5.45HCM Lane V/C Ratio 0.297 1.053 0.724 0.219HCM Control Delay 13.1 74.3 22.3 12.4HCM Lane LOS B F C BHCM 95th-tile Q 1.2 18.2 5.8 0.8 HCM 6th TWSC28: Walnut Street & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 64IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 693 4 16 406 15 3 0 10 3 0 6Future Vol, veh/h 3 693 4 16 406 15 3 0 10 3 0 6Conflicting Peds, #/hr 14 0 4 7 0 17 4 0 7 17 0 14Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 3 693 4 16 406 15 3 0 10 3 0 6Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 438 0 0 704 0 0 1171 1178 719 1186 1173 445 Stage 1 - - - - - - 708 708 - 463 463 - Stage 2 - - - - - - 463 470 - 723 710 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1122 - - 894 - - 170 191 428 166 192 613 Stage 1 - - - - - - 426 438 - 579 564 - Stage 2 - - - - - - 579 560 - 417 437 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1104 - - 888 - - 162 181 418 154 182 595Mov Cap-2 Maneuver - - - - - - 162 181 - 154 182 - Stage 1 - - - - - - 421 433 - 567 541 - Stage 2 - - - - - - 552 538 - 399 432 -Approach EB WB NB SBHCM Control Delay, s 0 0.3 17.3 17.2HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 306 1104 - - 888 - - 304HCM Lane V/C Ratio 0.042 0.003 - - 0.018 - - 0.03HCM Control Delay (s) 17.3 8.3 0 - 9.1 0 - 17.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.1 January 26, 2026 Packet Pg. 1171
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 67Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 54 626 37 38 376 88 28 176 90 56 91 37Future Volume (veh/h) 54 626 37 38 376 88 28 176 90 56 91 37Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.93 1.00 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 54 626 28 38 376 84 28 176 67 56 91 27Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 350 1267 57 49 806 180 49 206 75 83 125 32Arrive On Green 0.20 0.71 0.71 0.03 0.55 0.55 0.18 0.18 0.18 0.18 0.18 0.18Sat Flow, veh/h 1781 1774 79 1781 1479 330 115 1151 416 275 699 179Grp Volume(v), veh/h 54 0 654 38 0 460 271 0 0 174 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1854 1781 0 1809 1682 0 0 1153 0 0Q Serve(g_s), s 3.5 0.0 21.8 3.0 0.0 21.7 0.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 3.5 0.0 21.8 3.0 0.0 21.7 22.1 0.0 0.0 21.3 0.0 0.0Prop In Lane 1.00 0.04 1.00 0.18 0.10 0.25 0.32 0.16Lane Grp Cap(c), veh/h 350 0 1323 49 0 986 330 0 0 241 0 0V/C Ratio(X) 0.15 0.00 0.49 0.78 0.00 0.47 0.82 0.00 0.00 0.72 0.00 0.00Avail Cap(c_a), veh/h 350 0 1323 106 0 986 524 0 0 414 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.48 0.00 0.48 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 46.6 0.0 8.8 67.7 0.0 19.4 56.0 0.0 0.0 54.7 0.0 0.0Incr Delay (d2), s/veh 0.1 0.0 1.3 9.1 0.0 0.8 2.7 0.0 0.0 3.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.6 0.0 8.8 1.5 0.0 9.3 9.7 0.0 0.0 6.2 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 46.7 0.0 10.2 76.7 0.0 20.2 58.7 0.0 0.0 57.7 0.0 0.0LnGrp LOS D ABEACEAAEAAApproach Vol, veh/h 708 498 271 174Approach Delay, s/veh 13.0 24.5 58.7 57.7Approach LOS B C E ETimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 28.8 7.5 103.7 28.8 31.2 80.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 41.3 8.3 79.3 41.3 11.3 76.3Max Q Clear Time (g_c+I1), s 24.1 5.0 23.8 23.3 5.5 23.7Green Ext Time (p_c), s 1.0 0.0 0.7 0.8 0.0 0.5Intersection SummaryHCM 6th Ctrl Delay 28.7HCM 6th LOS C HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 70Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Future Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 685 46 309 381 204 85 800 251 696 858 56Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 58 742 52 338 452 351 106 843 376 691 1342 595Arrive On Green 0.23 0.23 0.23 0.22 0.22 0.22 0.06 0.24 0.24 0.07 0.12 0.12Sat Flow, veh/h 250 3204 226 1527 2044 1583 1781 3554 1585 3456 3554 1574Grp Volume(v), veh/h 416 0 371 363 327 204 85 800 251 696 858 56Grp Sat Flow(s),veh/h/ln 1858 0 1822 1794 1777 1583 1781 1777 1585 1728 1777 1574Q Serve(g_s), s 31.0 0.0 27.5 27.6 24.6 16.1 6.6 31.0 20.1 28.0 32.1 4.4Cycle Q Clear(g_c), s 31.0 0.0 27.5 27.6 24.6 16.1 6.6 31.0 20.1 28.0 32.1 4.4Prop In Lane 0.13 0.12 0.85 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 430 0 422 397 393 351 106 843 376 691 1342 595V/C Ratio(X) 0.97 0.00 0.88 0.91 0.83 0.58 0.80 0.95 0.67 1.01 0.64 0.09Avail Cap(c_a), veh/h 430 0 422 397 393 351 165 843 376 691 1342 595HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 53.3 0.0 51.9 53.2 52.0 48.7 65.0 52.6 48.4 65.4 52.2 40.1Incr Delay (d2), s/veh 31.0 0.0 16.0 27.9 18.2 6.9 6.8 20.9 9.1 36.0 2.3 0.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 18.2 0.0 14.5 15.5 13.0 7.1 3.2 16.1 8.9 16.5 15.8 1.8Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.3 0.0 68.0 81.1 70.2 55.6 71.9 73.5 57.5 101.4 54.5 40.4LnGrp LOS F A E F EEEEEFDDApproach Vol, veh/h 787 894 1136 1610Approach Delay, s/veh 76.6 71.3 69.8 74.3Approach LOS E E E ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 11.3 57.4 34.7 31.0 37.7 36.6Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 48.2 31.0 28.0 33.2 32.4Max Q Clear Time (g_c+I1), s 8.6 34.1 29.6 30.0 33.0 33.0Green Ext Time (p_c), s 0.0 6.7 0.8 0.0 0.1 0.0Intersection SummaryHCM 6th Ctrl Delay 72.9HCM 6th LOS E January 26, 2026 Packet Pg. 1172
HCM 6th TWSC
1: Elm Street & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 2IntersectionInt Delay, s/veh 21Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 415 68 123 252 58 89Future Vol, veh/h 415 68 123 252 58 89Conflicting Peds, #/hr 5 4 0 5 4 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 415 68 123 252 58 89Major/Minor Minor1 Major1 Major2Conflicting Flow All 464 258 0 0 380 0 Stage 1 254 ----- Stage 2 210 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 556 781 - - 1178 - Stage 1 788 ----- Stage 2 825 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 522 774 - - 1172 -Mov Cap-2 Maneuver 522 ----- Stage 1 784 ----- Stage 2 778 -----Approach WB NB SBHCM Control Delay, s 42.8 0 3.2HCM LOS EMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 547 1172 -HCM Lane V/C Ratio - - 0.883 0.049 -HCM Control Delay (s) - - 42.8 8.2 0HCM Lane LOS - - E A AHCM 95th %tile Q(veh) - - 10 0.2 - HCM 6th TWSC2: Walnut Street & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 4IntersectionInt Delay, s/veh 6.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Future Vol, veh/h 1 286 17 207 489 14 8 22 218774Conflicting Peds, #/hr 19 0 15 18 0 22 15 0 18 22 0 19Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 1 286 17 207 489 14 8 22 218 7 7 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 525 0 0 321 0 0 1250 1254 335 1371 1255 537 Stage 1 - - - - - - 315 315 - 932 932 - Stage 2 - - - - - - 935 939 - 439 323 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1042 - - 1239 - - 150 172 707 123 172 544 Stage 1 - - - - - - 696 656 - 320 345 - Stage 2 - - - - - - 318 343 - 597 650 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1020 - - 1218 - - 113 126 680 57 126 523Mov Cap-2 Maneuver - - - - - - 113 126 - 57 126 - Stage 1 - - - - - - 683 644 - 313 258 - Stage 2 - - - - - - 230 257 - 383 638 -Approach EB WB NB SBHCM Control Delay, s 0 2.5 23.4 50.4HCM LOS C FMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 438 1020 - - 1218 - - 97HCM Lane V/C Ratio 0.566 0.001 - - 0.17 - - 0.186HCM Control Delay (s) 23.4 8.5 0 - 8.6 0 - 50.4HCM Lane LOS C A A - A A - FHCM 95th %tile Q(veh) 3.4 0 - - 0.6 - - 0.6 January 26, 2026 Packet Pg. 1173
HCM 6th Signalized Intersection Summary
3: Laurel Street & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 18 490 15 129 633 32 13 25 171 27 32 58Future Volume (veh/h) 18 490 15 129 633 32 13 25 171 27 32 58Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.96 0.94 0.94 0.97 0.89Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 18 490 11 129 633 31 13 25 95 27 32 26Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 30 847 20 168 822 40 36 43 131 72 81 54Arrive On Green 0.24 0.24 0.24 0.56 0.56 0.56 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 123 3509 83 299 1468 72 82 359 1103 342 682 451Grp Volume(v), veh/h 272 0 247 793 0 0 133 0 0 85 0 0Grp Sat Flow(s),veh/h/ln 1864 0 1851 1839 0 0 1544 0 0 1476 0 0Q Serve(g_s), s 19.5 0.0 17.5 50.0 0.0 0.0 4.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 19.5 0.0 17.5 50.0 0.0 0.0 12.4 0.0 0.0 7.7 0.0 0.0Prop In Lane 0.07 0.04 0.16 0.04 0.10 0.71 0.32 0.31Lane Grp Cap(c), veh/h 450 0 447 1030 0 0 209 0 0 207 0 0V/C Ratio(X) 0.61 0.00 0.55 0.77 0.00 0.00 0.63 0.00 0.00 0.41 0.00 0.00Avail Cap(c_a), veh/h 450 0 447 1030 0 0 272 0 0 268 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.09 0.00 0.00 0.99 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 50.5 0.0 49.8 25.5 0.0 0.0 63.7 0.0 0.0 61.5 0.0 0.0Incr Delay (d2), s/veh 5.9 0.0 4.8 0.5 0.0 0.0 3.1 0.0 0.0 1.3 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 10.0 0.0 8.8 22.0 0.0 0.0 5.1 0.0 0.0 3.1 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 56.5 0.0 54.6 26.1 0.0 0.0 66.8 0.0 0.0 62.8 0.0 0.0LnGrp LOS E A D C AAEAAEAAApproach Vol, veh/h 519 793 133 85Approach Delay, s/veh 55.6 26.1 66.8 62.8Approach LOS E C E ETimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 40.2 21.8 88.0 21.8Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 30.0 24.0 84.0 24.0Max Q Clear Time (g_c+I1), s 21.5 9.7 52.0 14.4Green Ext Time (p_c), s 2.1 0.3 7.4 0.5Intersection SummaryHCM 6th Ctrl Delay 41.7HCM 6th LOS D HCM 6th Signalized Intersection Summary4: El Camino Real & Holly Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 183 486 35 617 660 411 30 966 393 277 820 147Future Volume (veh/h) 183 486 35 617 660 411 30 966 393 277 820 147Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 183 486 26 617 660 371 30 966 261 277 820 140Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 191 538 30 1173 635 533 305 1498 1165 274 979 167Arrive On Green 0.21 0.21 0.21 0.34 0.34 0.34 0.06 0.14 0.14 0.08 0.32 0.32Sat Flow, veh/h 922 2602 144 3456 1870 1570 1781 3554 2763 3456 3036 518Grp Volume(v), veh/h 362 0 333 617 660 371 30 966 261 277 480 480Grp Sat Flow(s),veh/h/ln 1824 0 1844 1728 1870 1570 1781 1777 1382 1728 1777 1777Q Serve(g_s), s 29.5 0.0 26.2 21.5 50.9 30.7 2.4 38.6 12.6 11.9 37.6 37.6Cycle Q Clear(g_c), s 29.5 0.0 26.2 21.5 50.9 30.7 2.4 38.6 12.6 11.9 37.6 37.6Prop In Lane 0.51 0.08 1.00 1.00 1.00 1.00 1.00 0.29Lane Grp Cap(c), veh/h 377 0 381 1173 635 533 305 1498 1165 274 573 573V/C Ratio(X) 0.96 0.00 0.87 0.53 1.04 0.70 0.10 0.64 0.22 1.01 0.84 0.84Avail Cap(c_a), veh/h 377 0 381 1173 635 533 305 1498 1165 274 573 573HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00Upstream Filter(I) 0.59 0.00 0.59 1.00 1.00 1.00 0.78 0.78 0.78 1.00 1.00 1.00Uniform Delay (d), s/veh 58.9 0.0 57.6 39.9 49.5 42.9 59.8 54.0 42.8 69.1 47.1 47.1Incr Delay (d2), s/veh 25.9 0.0 12.2 1.7 46.5 7.4 0.0 1.7 0.3 57.0 13.6 13.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 16.4 0.0 13.6 9.6 32.1 13.2 1.1 18.8 4.8 7.4 18.7 18.7Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.8 0.0 69.8 41.5 96.0 50.2 59.8 55.6 43.1 126.1 60.8 60.8LnGrp LOS F A E D F D E E D F E EApproach Vol, veh/h 695 1648 1257 1237Approach Delay, s/veh 77.6 65.3 53.1 75.4Approach LOS E E D ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 30.9 52.9 55.0 15.4 68.4 35.1Change Period (Y+Rc), s 4.5 * 4.5 4.1 3.5 4.5 4.1Max Green Setting (Gmax), s 4.0 * 48 50.9 11.9 40.0 31.0Max Q Clear Time (g_c+I1), s 4.4 39.6 52.9 13.9 40.6 31.5Green Ext Time (p_c), s 0.0 3.9 0.0 0.0 0.0 0.0Intersection SummaryHCM 6th Ctrl Delay 66.5HCM 6th LOS ENotesUser approved ignoring U-Turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1174
HCM 6th Signalized Intersection Summary
5: Chestnut Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 13Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 9 967 16 28 1198 22 35 4 44 7 6 6Future Volume (veh/h) 9 967 16 28 1198 22 35 4 44766Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 0.98 0.97 0.98 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 9 967 16 28 1198 22 35 4 41 7 6 6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 48 2681 44 472 2759 51 131 31 110 116 96 72Arrive On Green 0.77 0.77 0.77 1.00 1.00 1.00 0.14 0.14 0.14 0.14 0.14 0.14Sat Flow, veh/h 9 3466 57 572 3567 65 519 221 777 430 673 509Grp Volume(v), veh/h 518 0 474 28 597 623 80 0 0 19 0 0Grp Sat Flow(s),veh/h/ln 1843 0 1689 572 1777 1856 1516 0 0 1612 0 0Q Serve(g_s), s 0.0 0.0 8.0 0.5 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.8 0.0 8.0 8.5 0.0 0.0 4.0 0.0 0.0 0.8 0.0 0.0Prop In Lane 0.02 0.03 1.00 0.04 0.44 0.51 0.37 0.32Lane Grp Cap(c), veh/h 1466 0 1307 472 1375 1436 273 0 0 284 0 0V/C Ratio(X) 0.35 0.00 0.36 0.06 0.43 0.43 0.29 0.00 0.00 0.07 0.00 0.00Avail Cap(c_a), veh/h 1466 0 1307 472 1375 1436 530 0 0 553 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.89 0.89 0.89 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 3.2 0.0 3.2 0.5 0.0 0.0 34.8 0.0 0.0 33.5 0.0 0.0Incr Delay (d2), s/veh 0.7 0.0 0.8 0.2 0.9 0.9 0.2 0.0 0.0 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.4 0.0 2.3 0.0 0.3 0.3 1.6 0.0 0.0 0.4 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 3.9 0.0 4.0 0.7 0.9 0.9 35.0 0.0 0.0 33.5 0.0 0.0LnGrp LOS AAAAAADAACAAApproach Vol, veh/h 992 1248 80 19Approach Delay, s/veh 3.9 0.9 35.0 33.5Approach LOS A A D CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 73.7 16.3 73.7 16.3Change Period (Y+Rc), s 4.1 3.5 4.1 3.5Max Green Setting (Gmax), s 53.9 28.5 53.9 28.5Max Q Clear Time (g_c+I1), s 10.0 2.8 10.5 6.0Green Ext Time (p_c), s 13.0 0.0 18.2 0.3Intersection SummaryHCM 6th Ctrl Delay 3.6HCM 6th LOS A HCM 6th Signalized Intersection Summary6: Elm Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 16Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 273 605 125 52 726 21 137 101 45 14 93 376Future Volume (veh/h) 273 605 125 52 726 21 137 101 45 14 93 376Initial Q (Qb), veh 1 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.96 0.98 0.98 0.99 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 273 605 111 52 726 17 137 101 34 14 93 314Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 537 1915 350 484 2281 53 288 184 413 79 450 413Arrive On Green 0.64 0.64 0.64 1.00 1.00 1.00 0.27 0.27 0.27 0.27 0.27 0.27Sat Flow, veh/h 711 2976 544 732 3545 83 845 689 1551 127 1687 1551Grp Volume(v), veh/h 273 361 355 52 364 379 238 0 34 107 0 314Grp Sat Flow(s),veh/h/ln 711 1777 1743 732 1777 1851 1535 0 1551 1814 0 1551Q Serve(g_s), s 20.0 8.2 8.2 1.0 0.0 0.0 7.6 0.0 1.5 0.0 0.0 16.8Cycle Q Clear(g_c), s 20.0 8.2 8.2 9.2 0.0 0.0 11.6 0.0 1.5 4.0 0.0 16.8Prop In Lane 1.00 0.31 1.00 0.04 0.58 1.00 0.13 1.00Lane Grp Cap(c), veh/h 537 1143 1122 484 1143 1191 472 0 413 529 0 413V/C Ratio(X) 0.51 0.32 0.32 0.11 0.32 0.32 0.50 0.00 0.08 0.20 0.00 0.76Avail Cap(c_a), veh/h 537 1143 1122 484 1143 1191 587 0 534 666 0 534HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.94 0.94 0.94 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 9.5 7.2 7.2 0.7 0.0 0.0 28.2 0.0 24.8 25.7 0.0 30.4Incr Delay (d2), s/veh 3.2 0.7 0.7 0.4 0.7 0.6 0.3 0.0 0.0 0.1 0.0 3.2Initial Q Delay(d3),s/veh 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.4 3.0 3.0 0.1 0.2 0.2 4.4 0.0 0.5 1.8 0.0 6.5Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 12.7 7.9 7.9 1.1 0.7 0.6 28.5 0.0 24.8 25.7 0.0 33.6LnGrp LOS BAAAAACACCACApproach Vol, veh/h 989 795 272 421Approach Delay, s/veh 9.2 0.7 28.1 31.6Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 62.3 27.7 62.3 27.7Change Period (Y+Rc), s 4.4 3.7 4.4 3.7Max Green Setting (Gmax), s 50.9 31.0 50.9 31.0Max Q Clear Time (g_c+I1), s 22.0 18.8 11.2 13.6Green Ext Time (p_c), s 11.4 0.9 9.2 1.0Intersection SummaryHCM 6th Ctrl Delay 12.3HCM 6th LOS B January 26, 2026 Packet Pg. 1175
HCM 6th Signalized Intersection Summary
7: Walnut Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 19Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 105 514 56 42 551 32 78 61 68 34 67 161Future Volume (veh/h) 105 514 56 42 551 32 78 61 68 34 67 161Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 0.99 0.95 0.98 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 105 514 56 42 551 28 78 61 68 34 67 161Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 656 1299 1061 660 1223 62 138 105 92 74 103 210Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 829 1870 1528 836 1761 89 401 504 443 139 497 1013Grp Volume(v), veh/h 105 514 56 42 0 579 207 0 0 262 0 0Grp Sat Flow(s),veh/h/ln 829 1870 1528 836 0 1850 1348 0 0 1648 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 13.3 0.0 0.0 13.1 0.0 0.0Prop In Lane 1.00 1.00 1.00 0.05 0.38 0.33 0.13 0.61Lane Grp Cap(c), veh/h 656 1299 1061 660 0 1285 335 0 0 387 0 0V/C Ratio(X) 0.16 0.40 0.05 0.06 0.00 0.45 0.62 0.00 0.00 0.68 0.00 0.00Avail Cap(c_a), veh/h 656 1299 1061 660 0 1285 541 0 0 613 0 0HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.96 0.96 0.96 0.93 0.00 0.93 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 33.1 0.0 0.0 33.5 0.0 0.0Incr Delay (d2), s/veh 0.5 0.9 0.1 0.2 0.0 1.1 0.7 0.0 0.0 0.8 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.3 0.0 0.0 0.0 0.4 4.3 0.0 0.0 5.4 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 0.5 0.9 0.1 0.2 0.0 1.1 33.8 0.0 0.0 34.3 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 675 621 207 262Approach Delay, s/veh 0.7 1.0 33.8 34.3Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 67.1 22.9 67.1 22.9Change Period (Y+Rc), s 4.6 * 4.2 4.6 * 4.2Max Green Setting (Gmax), s 49.4 * 32 49.4 * 32Max Q Clear Time (g_c+I1), s 2.0 15.1 2.0 15.3Green Ext Time (p_c), s 7.7 1.1 7.7 0.8Intersection SummaryHCM 6th Ctrl Delay 9.7HCM 6th LOS ANotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary8: Laurel Street & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 22Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 66 480 106 72 492 34 30 54 46 30 77 93Future Volume (veh/h) 66 480 106 72 492 34 30 54 46 30 77 93Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.91 0.97 0.91 0.90 0.85 0.89 0.87Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 66 480 103 72 492 32 30 54 34 30 77 77Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 546 977 210 617 1152 75 302 245 154 136 323 338Arrive On Green 1.00 1.00 1.00 0.67 0.67 0.67 0.25 0.25 0.25 0.25 0.25 0.25Sat Flow, veh/h 870 1462 314 804 1724 112 1115 998 629 347 1315 1378Grp Volume(v), veh/h 66 0 583 72 0 524 30 0 88 107 0 77Grp Sat Flow(s),veh/h/ln 870 0 1776 804 0 1837 1115 0 1627 1663 0 1378Q Serve(g_s), s 1.5 0.0 0.0 2.9 0.0 11.9 2.0 0.0 3.9 0.0 0.0 4.0Cycle Q Clear(g_c), s 13.5 0.0 0.0 2.9 0.0 11.9 6.1 0.0 3.9 4.1 0.0 4.0Prop In Lane 1.00 0.18 1.00 0.06 1.00 0.39 0.28 1.00Lane Grp Cap(c), veh/h 546 0 1186 617 0 1227 302 0 399 459 0 338V/C Ratio(X) 0.12 0.00 0.49 0.12 0.00 0.43 0.10 0.00 0.22 0.23 0.00 0.23Avail Cap(c_a), veh/h 546 0 1186 617 0 1227 367 0 494 552 0 418HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.92 0.00 0.92 0.71 0.00 0.71 1.00 0.00 1.00 0.31 0.00 0.31Uniform Delay (d), s/veh 1.3 0.0 0.0 5.4 0.0 6.9 29.6 0.0 27.1 27.2 0.0 27.2Incr Delay (d2), s/veh 0.4 0.0 1.3 0.3 0.0 0.8 0.1 0.0 0.1 0.0 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.1 0.0 0.4 0.5 0.0 4.4 0.5 0.0 1.5 1.8 0.0 1.3Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 1.8 0.0 1.3 5.7 0.0 7.7 29.7 0.0 27.2 27.2 0.0 27.2LnGrp LOS AAAAAACACCACApproach Vol, veh/h 649 596 118 184Approach Delay, s/veh 1.4 7.5 27.8 27.2Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 64.2 25.8 64.2 25.8Change Period (Y+Rc), s 4.1 3.7 4.1 3.7Max Green Setting (Gmax), s 54.9 27.3 54.9 27.3Max Q Clear Time (g_c+I1), s 15.5 6.1 13.9 8.1Green Ext Time (p_c), s 8.0 0.5 7.0 0.4Intersection SummaryHCM 6th Ctrl Delay 8.8HCM 6th LOS A January 26, 2026 Packet Pg. 1176
HCM Signalized Intersection Capacity Analysis
9: El Camino Real & San Carlos Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 24Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 232 354 270 1263 1214 302Future Volume (vph) 232 354 270 1263 1214 302Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.6 4.6 3.5 4.4 4.4 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.94 1.00 1.00 1.00 0.95Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1770 1482 1770 3539 3539 1498Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1770 1482 1770 3539 3539 1498Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 232 354 270 1263 1214 302RTOR Reduction (vph) 0 93 0 0 0 88Lane Group Flow (vph) 232 261 270 1263 1214 214Confl. Peds. (#/hr) 32 12Turn Type Prot Perm Prot NA NA PermProtected Phases 8 1 6 2Permitted Phases 8 2Actuated Green, G (s) 29.2 29.2 24.7 92.6 64.4 64.4Effective Green, g (s) 29.2 29.2 24.7 92.6 64.4 64.4Actuated g/C Ratio 0.19 0.19 0.16 0.62 0.43 0.43Clearance Time (s) 4.6 4.6 3.5 4.4 4.4 4.4Vehicle Extension (s) 5.0 5.0 2.5 4.0 4.0 4.0Lane Grp Cap (vph) 344 288 291 2184 1519 643v/s Ratio Prot 0.13 c0.15 0.36 c0.34v/s Ratio Perm c0.18 0.14v/c Ratio 0.67 0.90 0.93 0.58 0.80 0.33Uniform Delay, d1 56.0 59.0 61.8 17.1 37.2 28.5Progression Factor 1.00 1.00 0.83 1.11 0.53 0.32Incremental Delay, d2 6.7 31.0 31.4 1.0 3.2 1.0Delay (s) 62.7 90.1 82.4 20.0 23.1 10.0Level of Service E F F C C BApproach Delay (s) 79.2 31.0 20.5Approach LOS E C CIntersection SummaryHCM 2000 Control Delay 34.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 78.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group HCM 6th TWSC10: Chestnut Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 27IntersectionInt Delay, s/veh 3.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 9 93 3 21 106 21 3 21 16 16 18 12Future Vol, veh/h 9 93 3 21 106 21 3 21 16 16 18 12Conflicting Peds, #/hr 40 0 27 25 0 38 27 0 25 38 0 40Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 9 93 3 21 106 21 3 21 16 16 18 12Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 167 0 0 123 0 0 354 349 160 368 340 197 Stage 1 - - - - - - 140 140 - 199 199 - Stage 2 - - - - - - 214 209 - 169 141 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1411 - - 1464 - - 601 575 885 588 582 844 Stage 1 - - - - - - 863 781 - 803 736 - Stage 2 - - - - - - 788 729 - 833 780 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1357 - - 1426 - - 531 527 831 509 533 781Mov Cap-2 Maneuver - - - - - - 531 527 - 509 533 - Stage 1 - - - - - - 835 755 - 767 697 - Stage 2 - - - - - - 715 690 - 760 754 -Approach EB WB NB SBHCM Control Delay, s 0.7 1.1 11.2 11.9HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 618 1357 - - 1426 - - 571HCM Lane V/C Ratio 0.065 0.007 - - 0.015 - - 0.081HCM Control Delay (s) 11.2 7.7 0 - 7.6 0 - 11.9HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 January 26, 2026 Packet Pg. 1177
HCM 6th AWSC
11: Elm Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 29IntersectionIntersection Delay, s/veh 11Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 81 21 22 84 38 36 231 32 41 183 51Future Vol, veh/h 16 81 21 22 84 38 36 231 32 41 183 51Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 16 81 21 22 84 38 36 231 32 41 183 51Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 9.9 10 11.6 11.2HCM LOS A A B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 12% 14% 15% 15%Vol Thru, % 77% 69% 58% 67%Vol Right, % 11% 18% 26% 19%Sign Control Stop Stop Stop StopTraffic Vol by Lane 299 118 144 275LT Vol 36 16 22 41Through Vol 231 81 84 183RT Vol 32 21 38 51Lane Flow Rate 299 118 144 275Geometry Grp 1111Degree of Util (X) 0.418 0.183 0.219 0.383Departure Headway (Hd) 5.027 5.569 5.473 5.019Convergence, Y/N Yes Yes Yes YesCap 718 644 655 718Service Time 3.055 3.606 3.509 3.05HCM Lane V/C Ratio 0.416 0.183 0.22 0.383HCM Control Delay 11.6 9.9 10 11.2HCM Lane LOS B A A BHCM 95th-tile Q 2.1 0.7 0.8 1.8 HCM 6th TWSC12: Walnut Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 31IntersectionInt Delay, s/veh 9.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 15 124 18 41 117 59 12 134 39 38 77 19Future Vol, veh/h 15 124 18 41 117 59 12 134 39 38 77 19Conflicting Peds, #/hr 51 0 38 43 0 56 38 0 43 56 0 51Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 15 124 18 41 117 59 12 134 39 38 77 19Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 232 0 0 185 0 0 534 520 232 591 500 254 Stage 1 - - - - - - 206 206 - 285 285 - Stage 2 - - - - - - 328 314 - 306 215 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1336 - - 1390 - - 457 461 807 419 473 785 Stage 1 - - - - - - 796 731 - 722 676 - Stage 2 - - - - - - 685 656 - 704 725 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1265 - - 1333 - - 335 399 733 254 410 707Mov Cap-2 Maneuver - - - - - - 335 399 - 254 410 - Stage 1 - - - - - - 754 692 - 674 619 - Stage 2 - - - - - - 536 600 - 502 687 -Approach EB WB NB SBHCM Control Delay, s 0.8 1.5 19.3 20.3HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 435 1265 - - 1333 - - 368HCM Lane V/C Ratio 0.425 0.012 - - 0.031 - - 0.364HCM Control Delay (s) 19.3 7.9 0 - 7.8 0 - 20.3HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 2.1 0 - - 0.1 - - 1.6 January 26, 2026 Packet Pg. 1178
HCM 6th AWSC
13: Laurel Street & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 33IntersectionIntersection Delay, s/veh 9.7Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 55 176 0 0 169 81 0 0 0 85 0 112Future Vol, veh/h 55 176 0 0 169 81 0 0 0 85 0 112Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 55 176 0 0 169 81 0 0 0 85 0 112Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.9 9.6 0 9.5HCM LOS A A - ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 24% 0% 43%Vol Thru, % 100% 76% 68% 0%Vol Right, % 0% 0% 32% 57%Sign Control Stop Stop Stop StopTraffic Vol by Lane 0 231 250 197LT Vol 0 55 0 85Through Vol 0 176 169 0RT Vol 0 0 81 112Lane Flow Rate 0 231 250 197Geometry Grp 1111Degree of Util (X) 0 0.304 0.312 0.261Departure Headway (Hd) 5.314 4.744 4.494 4.766Convergence, Y/N Yes Yes Yes YesCap 0 755 798 751Service Time 3.388 2.792 2.54 2.815HCM Lane V/C Ratio 0 0.306 0.313 0.262HCM Control Delay 8.4 9.9 9.6 9.5HCM Lane LOS N A A AHCM 95th-tile Q 0 1.3 1.3 1 HCM 6th Signalized Intersection Summary14: El Camino Real & Cherry Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 36Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 177 6 163 12 4 28 114 1275 7 24 1312 171Future Volume (veh/h) 177 6 163 12 4 28 114 1275 7 24 1312 171Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.98 0.96 0.98 0.96 1.00 1.00 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 177 6 124 12 4 18 114 1275 3 24 1312 146Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 246 7 227 61 15 227 135 2217 985 257 2483 1070Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.00 1.00 0.29 1.00 1.00Sat Flow, veh/h 1343 46 1527 130 99 1527 1781 3554 1578 1781 3554 1531Grp Volume(v), veh/h 183 0 124 16 0 18 114 1275 3 24 1312 146Grp Sat Flow(s),veh/h/ln 1388 0 1527 229 0 1527 1781 1777 1578 1781 1777 1531Q Serve(g_s), s 0.0 0.0 11.3 0.8 0.0 1.5 9.3 0.0 0.0 1.5 0.0 0.0Cycle Q Clear(g_c), s 19.4 0.0 11.3 20.2 0.0 1.5 9.3 0.0 0.0 1.5 0.0 0.0Prop In Lane 0.97 1.00 0.75 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 253 0 227 76 0 227 135 2217 985 257 2483 1070V/C Ratio(X) 0.72 0.00 0.55 0.21 0.00 0.08 0.84 0.57 0.00 0.09 0.53 0.14Avail Cap(c_a), veh/h 393 0 380 212 0 380 243 2217 985 257 2483 1070HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.47 0.47 0.47Uniform Delay (d), s/veh 62.7 0.0 59.2 62.5 0.0 55.0 62.8 0.0 0.0 46.2 0.0 0.0Incr Delay (d2), s/veh 1.5 0.0 0.8 0.5 0.0 0.1 10.2 1.1 0.0 0.1 0.4 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 7.0 0.0 4.5 0.6 0.0 0.6 4.3 0.3 0.0 0.7 0.1 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 64.1 0.0 60.0 63.0 0.0 55.1 73.0 1.1 0.0 46.2 0.4 0.1LnGrp LOS EAEEAEEAADAAApproach Vol, veh/h 307 34 1392 1482Approach Delay, s/veh 62.5 58.8 7.0 1.1Approach LOS E E A ATimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 14.9 109.2 25.9 26.1 98.0 25.9Change Period (Y+Rc), s 3.5 4.4 3.7 4.4 * 4.4 3.7Max Green Setting (Gmax), s 20.5 80.6 37.3 7.5 * 94 37.3Max Q Clear Time (g_c+I1), s 11.3 2.0 22.2 3.5 2.0 21.4Green Ext Time (p_c), s 0.1 25.1 0.0 0.0 22.1 0.8Intersection SummaryHCM 6th Ctrl Delay 10.1HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1179
HCM 6th TWSC
15: Elm Street & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 38IntersectionInt Delay, s/veh 4.9Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 97 108 193 99 74 158Future Vol, veh/h 97 108 193 99 74 158Conflicting Peds, #/hr 3 5 0 3 5 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - ----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 97 108 193 99 74 158Major/Minor Minor1 Major1 Major2Conflicting Flow All 557 253 0 0 297 0 Stage 1 248 ----- Stage 2 309 -----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 -----Critical Hdwy Stg 2 5.42 -----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 491 786 - - 1264 - Stage 1 793 ----- Stage 2 745 -----Platoon blocked, % - - -Mov Cap-1 Maneuver 456 779 - - 1258 -Mov Cap-2 Maneuver 456 ----- Stage 1 789 ----- Stage 2 695 -----Approach WB NB SBHCM Control Delay, s 14.5 0 2.6HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 583 1258 -HCM Lane V/C Ratio - - 0.352 0.059 -HCM Control Delay (s) - - 14.5 8 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 1.6 0.2 - HCM 6th TWSC16: Walnut Street & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 40IntersectionInt Delay, s/veh 6.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 24 113 32 50 115 109 60 52 19 76 16 22Future Vol, veh/h 24 113 32 50 115 109 60 52 19 76 16 22Conflicting Peds, #/hr 12 0 22 21 0 11 22 0 21 11 0 12Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 24 113 32 50 115 109 60 52 19 76 16 22Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 236 0 0 167 0 0 510 535 172 516 497 204 Stage 1 - - - - - - 199 199 - 282 282 - Stage 2 - - - - - - 311 336 - 234 215 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1331 - - 1411 - - 474 452 872 470 475 837 Stage 1 - - - - - - 803 736 - 725 678 - Stage 2 - - - - - - 699 642 - 769 725 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1316 - - 1381 - - 410 411 837 384 432 810Mov Cap-2 Maneuver - - - - - - 410 411 - 384 432 - Stage 1 - - - - - - 770 706 - 703 642 - Stage 2 - - - - - - 622 608 - 669 695 -Approach EB WB NB SBHCM Control Delay, s 1.1 1.4 16.5 16.2HCM LOS C CMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 443 1316 - - 1381 - - 435HCM Lane V/C Ratio 0.296 0.018 - - 0.036 - - 0.262HCM Control Delay (s) 16.5 7.8 0 - 7.7 0 - 16.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 1.2 0.1 - - 0.1 - - 1 January 26, 2026 Packet Pg. 1180
HCM 6th AWSC
17: Laurel Street & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 42IntersectionIntersection Delay, s/veh 10.9Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 133 72 104 202 0 152 0 120 0 0 0Future Vol, veh/h 0 133 72 104 202 0 152 0 120 0 0 0Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 0 133 72 104 202 0 152 0 120 0 0 0Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 9.7 11.6 11.1 0HCM LOS A B B -Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 56% 0% 34% 0%Vol Thru, % 0% 65% 66% 100%Vol Right, % 44% 35% 0% 0%Sign Control Stop Stop Stop StopTraffic Vol by Lane 272 205 306 0LT Vol 152 0 104 0Through Vol 0 133 202 0RT Vol 120 72 0 0Lane Flow Rate 272 205 306 0Geometry Grp 1111Degree of Util (X) 0.376 0.273 0.42 0Departure Headway (Hd) 4.979 4.799 4.943 5.682Convergence, Y/N Yes Yes Yes YesCap 715 740 722 0Service Time 3.055 2.88 3.016 3.682HCM Lane V/C Ratio 0.38 0.277 0.424 0HCM Control Delay 11.1 9.7 11.6 8.7HCM Lane LOS B A B NHCM 95th-tile Q 1.8 1.1 2.1 0 HCM 6th TWSC18: El Camino Real & Olive Street 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 44IntersectionInt Delay, s/veh 1.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 158 0 0 3 138 1403 7 0 1330 216Future Vol, veh/h 0 0 158 0 0 3 138 1403 7 0 1330 216Conflicting Peds, #/hr 6 0 6 8 0 8 6 0 8 8 0 6Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - 0 - - 0 210 - - - - 100Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 0 0 158 0 0 3 138 1403 7 0 1330 216Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All - - 677 - - 721 1552 0 0 - - 0 Stage 1 - - ---------- Stage 2 - - ----------Critical Hdwy - - 6.94 - - 6.94 4.14 -----Critical Hdwy Stg 1 - - - - - - - - - - - -Critical Hdwy Stg 2 - - - - - - - - - - - -Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - - - -Pot Cap-1 Maneuver 0 0 395 0 0 370 423 - - 0 - - Stage 1 0 0 - 0 0 - - - - 0 - - Stage 2 0 0 - 0 0 - - - - 0 - -Platoon blocked, % - - - -Mov Cap-1 Maneuver - - 390 - - 364 421 - ----Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - ---------- Stage 2 - - ----------Approach EB WB NB SBHCM Control Delay, s 20.4 15 1.6 0HCM LOS C CMinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBT SBRCapacity (veh/h) 421 - - 390 364 - -HCM Lane V/C Ratio 0.328 - - 0.405 0.008 - -HCM Control Delay (s) 17.7 - - 20.4 15 - -HCM Lane LOS C - - C C - -HCM 95th %tile Q(veh) 1.4 - - 1.9 0 - - January 26, 2026 Packet Pg. 1181
HCM 6th AWSC
19: Elm Street & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 46IntersectionIntersection Delay, s/veh 11.4Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 63 177 6 20 156 75 17 145 23 48 84 91Future Vol, veh/h 63 177 6 20 156 75 17 145 23 48 84 91Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 63 177 6 20 156 75 17 145 23 48 84 91Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 11.9 11.5 11 11.2HCM LOS B B B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 9% 26% 8% 22%Vol Thru, % 78% 72% 62% 38%Vol Right, % 12% 2% 30% 41%Sign Control Stop Stop Stop StopTraffic Vol by Lane 185 246 251 223LT Vol 17 63 20 48Through Vol 145 177 156 84RT Vol 23 6 75 91Lane Flow Rate 185 246 251 223Geometry Grp 1111Degree of Util (X) 0.289 0.377 0.371 0.336Departure Headway (Hd) 5.629 5.524 5.328 5.423Convergence, Y/N Yes Yes Yes YesCap 636 649 673 660Service Time 3.681 3.574 3.378 3.473HCM Lane V/C Ratio 0.291 0.379 0.373 0.338HCM Control Delay 11 11.9 11.5 11.2HCM Lane LOS B B B BHCM 95th-tile Q 1.2 1.8 1.7 1.5 HCM 6th TWSC20: Walnut Street & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 48IntersectionInt Delay, s/veh 1.1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 247 9 4 225 16 33Future Vol, veh/h 247 9 4 225 16 33Conflicting Peds, #/hr 0 14 18 0 14 18Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 247 9 4 225 16 33Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 274 0 517 288 Stage 1 - - - - 270 - Stage 2 - - - - 247 -Critical Hdwy - - 4.12 - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1289 - 518 751 Stage 1 - - - - 775 - Stage 2 - - - - 794 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1267 - 500 725Mov Cap-2 Maneuver - - - - 500 - Stage 1 - - - - 762 - Stage 2 - - - - 781 -Approach EB WB NBHCM Control Delay, s 0 0.1 11.2HCM LOS BMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 632 - - 1267 -HCM Lane V/C Ratio 0.078 - - 0.003 -HCM Control Delay (s) 11.2 - - 7.8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.3 - - 0 - January 26, 2026 Packet Pg. 1182
HCM 6th AWSC
21: Laurel Street & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 50IntersectionIntersection Delay, s/veh 15.3Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 79 130 28 28 130 57 68 270 43 66 119 81Future Vol, veh/h 79 130 28 28 130 57 68 270 43 66 119 81Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 79 130 28 28 130 57 68 270 43 66 119 81Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 14 13.2 18.3 13.9HCM LOS B B C BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 18% 33% 13% 25%Vol Thru, % 71% 55% 60% 45%Vol Right, % 11% 12% 27% 30%Sign Control Stop Stop Stop StopTraffic Vol by Lane 381 237 215 266LT Vol 68 79 28 66Through Vol 270 130 130 119RT Vol 43 28 57 81Lane Flow Rate 381 237 215 266Geometry Grp 1111Degree of Util (X) 0.625 0.42 0.377 0.446Departure Headway (Hd) 5.904 6.377 6.311 6.035Convergence, Y/N Yes Yes Yes YesCap 610 564 570 596Service Time 3.949 4.428 4.364 4.084HCM Lane V/C Ratio 0.625 0.42 0.377 0.446HCM Control Delay 18.3 14 13.2 13.9HCM Lane LOS C B B BHCM 95th-tile Q 4.3 2.1 1.7 2.3 HCM 6th Signalized Intersection Summary22: El Camino Real & Arroyo Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 53Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 142 135 78 1390 1336 171Future Volume (veh/h) 142 135 78 1390 1336 171Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 142 110 78 1390 1336 168Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 213 189 524 2750 1493 640Arrive On Green 0.12 0.12 0.29 0.77 0.56 0.56Sat Flow, veh/h 1781 1585 1781 3647 3647 1525Grp Volume(v), veh/h 142 110 78 1390 1336 168Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1525Q Serve(g_s), s 5.7 4.9 2.4 10.9 24.9 4.3Cycle Q Clear(g_c), s 5.7 4.9 2.4 10.9 24.9 4.3Prop In Lane 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 213 189 524 2750 1493 640V/C Ratio(X) 0.67 0.58 0.15 0.51 0.90 0.26Avail Cap(c_a), veh/h 618 549 524 2750 1493 640HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 31.6 31.3 19.5 3.1 15.1 10.5Incr Delay (d2), s/veh 1.4 1.1 0.0 0.7 8.7 1.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.5 1.9 1.0 2.1 8.5 1.4Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 33.0 32.3 19.6 3.8 23.8 11.5LnGrp LOS C C B A C BApproach Vol, veh/h 252 1468 1504Approach Delay, s/veh 32.7 4.7 22.4Approach LOS C A CTimer - Assigned Phs 1 2 4 6Phs Duration (G+Y+Rc), s 26.5 36.0 12.5 62.5Change Period (Y+Rc), s 4.5 * 4.5 3.5 4.5Max Green Setting (Gmax), s 6.0 * 32 26.0 41.0Max Q Clear Time (g_c+I1), s 4.4 26.9 7.7 12.9Green Ext Time (p_c), s 0.0 3.8 0.4 16.4Intersection SummaryHCM 6th Ctrl Delay 15.1HCM 6th LOS BNotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1183
HCM Unsignalized Intersection Capacity Analysis
23: Elm Street & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 54Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Yield YieldTraffic Volume (vph) 3 16 4 16 24 50 3 150 19 13 82 10Future Volume (vph) 3 16 4 16 24 50 3 150 19 13 82 10Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Hourly flow rate (vph) 3 16 4 16 24 50 3 150 19 13 82 10Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 23 90 172 105Volume Left (vph) 3 16 3 13Volume Right (vph) 4 50 19 10Hadj (s) -0.04 -0.26 -0.03 0.00Departure Headway (s) 4.6 4.3 4.2 4.3Degree Utilization, x 0.03 0.11 0.20 0.13Capacity (veh/h) 723 780 818 790Control Delay (s) 7.7 7.8 8.3 8.0Approach Delay (s) 7.7 7.8 8.3 8.0Approach LOS A A A AIntersection SummaryDelay 8.1Level of Service AIntersection Capacity Utilization 30.2% ICU Level of Service AAnalysis Period (min) 15 HCM 6th TWSC24: Walnut Street & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 56IntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 6 44 0 19 84 87 3 10 9 12 9 4Future Vol, veh/h 6 44 0 19 84 87 3 10 9 12 9 4Conflicting Peds, #/hr 9 0 11 15 0 13 11 0 15 13 0 9Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 6 44 0 19 84 87 3 10 9 12 9 4Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 184 0 0 59 0 0 254 293 74 260 250 152 Stage 1 - - - - - - 71 71 - 179 179 - Stage 2 - - - - - - 183 222 - 81 71 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 1391 - - 1545 - - 699 618 988 693 653 894 Stage 1 - - - - - - 939 836 - 823 751 - Stage 2 - - - - - - 819 720 - 927 836 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1374 - - 1523 - - 662 591 960 651 625 874Mov Cap-2 Maneuver - - - - - - 662 591 - 651 625 - Stage 1 - - - - - - 922 821 - 810 731 - Stage 2 - - - - - - 786 701 - 891 821 -Approach EB WB NB SBHCM Control Delay, s 0.9 0.7 10.2 10.6HCM LOS B BMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 714 1374 - - 1523 - - 668HCM Lane V/C Ratio 0.031 0.004 - - 0.012 - - 0.037HCM Control Delay (s) 10.2 7.6 0 - 7.4 0 - 10.6HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 January 26, 2026 Packet Pg. 1184
HCM 6th AWSC
25: Laurel Street & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 58IntersectionIntersection Delay, s/veh 10.5Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 37 15 9 37 76 26 310 41 20 144 16Future Vol, veh/h 16 37 15 9 37 76 26 310 41 20 144 16Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 16 37 15 9 37 76 26 310 41 20 144 16Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 9 9 11.8 9.4HCM LOS A A B ALane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 7% 24% 7% 11%Vol Thru, % 82% 54% 30% 80%Vol Right, % 11% 22% 62% 9%Sign Control Stop Stop Stop StopTraffic Vol by Lane 377 68 122 180LT Vol 26 16 9 20Through Vol 310 37 37 144RT Vol 41 15 76 16Lane Flow Rate 377 68 122 180Geometry Grp 1111Degree of Util (X) 0.479 0.1 0.168 0.241Departure Headway (Hd) 4.575 5.306 4.952 4.814Convergence, Y/N Yes Yes Yes YesCap 784 669 717 740Service Time 2.629 3.391 3.028 2.879HCM Lane V/C Ratio 0.481 0.102 0.17 0.243HCM Control Delay 11.8 9 9 9.4HCM Lane LOS B A A AHCM 95th-tile Q 2.6 0.3 0.6 0.9 HCM 6th TWSC26: El Camino Real & Morse Boulevard 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 60IntersectionInt Delay, s/veh 48.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 56 68 121 1433 1477 61Future Vol, veh/h 56 68 121 1433 1477 61Conflicting Peds, #/hr 6 6 6 0 0 6Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - 90 - - 100Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 56 68 121 1433 1477 61Major/Minor Minor2 Major1 Major2Conflicting Flow All 2448 751 1544 0 - 0 Stage 1 1483 - ---- Stage 2 965 -----Critical Hdwy 6.84 6.94 4.14 - - -Critical Hdwy Stg 1 5.84 - - - - -Critical Hdwy Stg 2 5.84 - - - - -Follow-up Hdwy 3.52 3.32 2.22 - - -Pot Cap-1 Maneuver ~ 26 353 426 - - - Stage 1 175 ----- Stage 2 330 -----Platoon blocked, % - - -Mov Cap-1 Maneuver ~ 18 349 424 - - -Mov Cap-2 Maneuver ~ 18 - - - - - Stage 1 124 ----- Stage 2 328 -----Approach EB NB SBHCM Control Delay, s$ 1240.1 1.3 0HCM LOS FMinor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 424 - 38 - -HCM Lane V/C Ratio 0.285 - 3.263 - -HCM Control Delay (s) 16.8 -$ 1240.1 - -HCM Lane LOS C - F - -HCM 95th %tile Q(veh) 1.2 - 14.1 - -Notes~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon January 26, 2026 Packet Pg. 1185
HCM 6th AWSC
27: Elm Street & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 62IntersectionIntersection Delay, s/veh 100.4Intersection LOS FMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Future Vol, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 63 507 13 25 733 15 24 89 35 14 70 38Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 57 163.1 14.7 14.1HCM LOS F F B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 16% 11% 3% 11%Vol Thru, % 60% 87% 95% 57%Vol Right, % 24% 2% 2% 31%Sign Control Stop Stop Stop StopTraffic Vol by Lane 148 583 773 122LT Vol 24 63 25 14Through Vol 89 507 733 70RT Vol 35 13 15 38Lane Flow Rate 148 583 773 122Geometry Grp 1111Degree of Util (X) 0.307 0.973 1.291 0.256Departure Headway (Hd) 8.166 6.482 6.011 8.263Convergence, Y/N Yes Yes Yes YesCap 443 566 603 438Service Time 6.166 4.482 4.101 6.263HCM Lane V/C Ratio 0.334 1.03 1.282 0.279HCM Control Delay 14.7 57 163.1 14.1HCM Lane LOS B F F BHCM 95th-tile Q 1.3 13.3 30.8 1 HCM 6th TWSC28: Walnut Street & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 64IntersectionInt Delay, s/veh 0.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 12 520 4 15 787 7 0 3 7 10 1 10Future Vol, veh/h 12 520 4 15 787 7 0 3 7 10 1 10Conflicting Peds, #/hr 10 0 4 3 0 9 4 0 3 9 0 10Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - ----Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2Mvmt Flow 12 520 4 15 787 7 0 3 7 10 1 10Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 804 0 0 528 0 0 1386 1384 535 1391 1383 811 Stage 1 - - - - - - 550 550 - 831 831 - Stage 2 - - - - - - 836 834 - 560 552 -Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 -Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 -Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318Pot Cap-1 Maneuver 820 - - 1039 - - 120 143 545 120 144 379 Stage 1 - - - - - - 519 516 - 364 384 - Stage 2 - - - - - - 362 383 - 513 515 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 812 - - 1035 - - 111 134 538 110 135 372Mov Cap-2 Maneuver - - - - - - 111 134 - 110 135 - Stage 1 - - - - - - 506 503 - 353 370 - Stage 2 - - - - - - 339 369 - 489 502 -Approach EB WB NB SBHCM Control Delay, s 0.2 0.2 18.2 29.5HCM LOS C DMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 282 812 - - 1035 - - 168HCM Lane V/C Ratio 0.035 0.015 - - 0.014 - - 0.125HCM Control Delay (s) 18.2 9.5 0 - 8.5 0 - 29.5HCM Lane LOS C A A - A A - DHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.4 January 26, 2026 Packet Pg. 1186
HCM 6th Signalized Intersection Summary
29: Laurel Street & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 67Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 48 426 66 115 665 140 91 268 88 38 165 74Future Volume (veh/h) 48 426 66 115 665 140 91 268 88 38 165 74Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.93 1.00 0.95Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 48 426 55 115 665 130 91 268 57 38 165 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 191 885 114 137 781 153 115 297 61 71 294 101Arrive On Green 0.11 0.55 0.55 0.08 0.52 0.52 0.30 0.30 0.30 0.30 0.30 0.30Sat Flow, veh/h 1781 1622 209 1781 1515 296 283 978 200 143 968 334Grp Volume(v), veh/h 48 0 481 115 0 795 416 0 0 264 0 0Grp Sat Flow(s),veh/h/ln 1781 0 1832 1781 0 1811 1461 0 0 1446 0 0Q Serve(g_s), s 3.7 0.0 24.3 9.6 0.0 56.9 20.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 3.7 0.0 24.3 9.6 0.0 56.9 42.0 0.0 0.0 21.3 0.0 0.0Prop In Lane 1.00 0.11 1.00 0.16 0.22 0.14 0.14 0.23Lane Grp Cap(c), veh/h 191 0 1000 137 0 933 472 0 0 466 0 0V/C Ratio(X) 0.25 0.00 0.48 0.84 0.00 0.85 0.88 0.00 0.00 0.57 0.00 0.00Avail Cap(c_a), veh/h 191 0 1000 219 0 933 566 0 0 560 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 0.09 0.00 0.09 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 61.4 0.0 21.0 68.3 0.0 31.4 51.7 0.0 0.0 43.2 0.0 0.0Incr Delay (d2), s/veh 0.3 0.0 1.7 1.2 0.0 1.0 11.8 0.0 0.0 0.8 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.7 0.0 10.9 4.4 0.0 24.8 17.0 0.0 0.0 8.5 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 61.7 0.0 22.6 69.5 0.0 32.4 63.5 0.0 0.0 44.0 0.0 0.0LnGrp LOS E A C E A C E A A D A AApproach Vol, veh/h 529 910 416 264Approach Delay, s/veh 26.2 37.1 63.5 44.0Approach LOS C D E DTimer - Assigned Phs 2 3 4 6 7 8Phs Duration (G+Y+Rc), s 49.2 15.3 85.6 49.2 19.8 81.0Change Period (Y+Rc), s 3.7 3.7 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 54.3 18.4 66.2 54.3 7.3 77.3Max Q Clear Time (g_c+I1), s 44.0 11.6 26.3 23.3 5.7 58.9Green Ext Time (p_c), s 1.4 0.1 0.5 1.5 0.0 1.0Intersection SummaryHCM 6th Ctrl Delay 40.4HCM 6th LOS D HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 09/10/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 70Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Future Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 70 388 78 518 712 349 115 1081 160 452 997 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 80 462 97 441 663 485 119 1083 482 369 1225 535Arrive On Green 0.18 0.18 0.18 0.31 0.31 0.31 0.07 0.30 0.30 0.04 0.11 0.11Sat Flow, veh/h 452 2605 548 1428 2147 1573 1781 3554 1580 3456 3554 1552Grp Volume(v), veh/h 286 0 250 652 578 349 115 1081 160 452 997 61Grp Sat Flow(s),veh/h/ln 1848 0 1757 1799 1777 1573 1781 1777 1580 1728 1777 1552Q Serve(g_s), s 22.6 0.0 20.5 46.3 46.3 29.6 9.7 45.6 11.7 16.0 41.1 5.3Cycle Q Clear(g_c), s 22.6 0.0 20.5 46.3 46.3 29.6 9.7 45.6 11.7 16.0 41.1 5.3Prop In Lane 0.24 0.31 0.79 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 328 0 312 555 548 485 119 1083 482 369 1225 535V/C Ratio(X) 0.87 0.00 0.80 1.17 1.05 0.72 0.97 1.00 0.33 1.23 0.81 0.11Avail Cap(c_a), veh/h 382 0 363 555 548 485 119 1083 482 369 1225 535HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 0.0 59.2 51.9 51.8 46.1 69.8 52.1 40.3 72.4 61.8 45.9Incr Delay (d2), s/veh 14.5 0.0 8.5 96.4 53.2 8.9 72.1 26.9 1.8 123.6 6.0 0.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 11.9 0.0 9.9 35.7 28.7 12.8 6.8 24.1 4.8 13.8 20.7 2.2Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 74.6 0.0 67.7 148.3 105.1 54.9 141.9 79.0 42.2 196.0 67.8 46.3LnGrp LOS E A E F F D F E D F E DApproach Vol, veh/h 536 1579 1356 1510Approach Delay, s/veh 71.3 111.8 80.0 105.3Approach LOS E F F FTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 13.0 56.2 50.0 19.0 50.2 30.8Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 10.0 47.3 46.3 16.0 41.3 31.0Max Q Clear Time (g_c+I1), s 11.7 43.1 48.3 18.0 47.6 24.6Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 0.0 1.5Intersection SummaryHCM 6th Ctrl Delay 96.8HCM 6th LOS F January 26, 2026 Packet Pg. 1187
HCM 6th AWSC
1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 1IntersectionIntersection Delay, s/veh 17Intersection LOS CMovement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 289 34 115 437 122 73Future Vol, veh/h 289 34 115 437 122 73Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222Mvmt Flow 289 34 115 437 122 73Number of Lanes 1 0 1 0 0 1Approach WB NB SBOpposing Approach SB NBOpposing Lanes 0 1 1Conflicting Approach Left NB WBConflicting Lanes Left 1 0 1Conflicting Approach Right SB WBConflicting Lanes Right 1 1 0HCM Control Delay 15.4 19.9 11.6HCM LOS C C BLane NBLn1 WBLn1 SBLn1Vol Left, % 0% 89% 63%Vol Thru, % 21% 0% 37%Vol Right, % 79% 11% 0%Sign Control Stop Stop StopTraffic Vol by Lane 552 323 195LT Vol 0 289 122Through Vol 115 0 73RT Vol 437 34 0Lane Flow Rate 552 323 195Geometry Grp 1 1 1Degree of Util (X) 0.734 0.53 0.316Departure Headway (Hd) 4.79 5.902 5.83Convergence, Y/N Yes Yes YesCap 751 610 614Service Time 2.833 3.944 3.884HCM Lane V/C Ratio 0.735 0.53 0.318HCM Control Delay 19.9 15.4 11.6HCM Lane LOS C C BHCM 95th-tile Q 6.5 3.1 1.4 HCM 6th Signalized Intersection Summary1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 289 34 115 437 122 73Future Volume (veh/h) 289 34 115 437 122 73Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 289 34 115 437 122 73Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 605 71 155 591 205 104Arrive On Green 0.39 0.39 0.46 0.46 0.46 0.46Sat Flow, veh/h 1568 184 340 1290 264 228Grp Volume(v), veh/h 324 0 0 552 195 0Grp Sat Flow(s),veh/h/ln 1757 0 0 1630 492 0Q Serve(g_s), s 9.7 0.0 0.0 19.4 10.2 0.0Cycle Q Clear(g_c), s 9.7 0.0 0.0 19.4 29.6 0.0Prop In Lane 0.89 0.10 0.79 0.63Lane Grp Cap(c), veh/h 678 0 0 746 309 0V/C Ratio(X) 0.48 0.00 0.00 0.74 0.63 0.00Avail Cap(c_a), veh/h 678 0 0 815 354 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.74 0.00 0.00 0.52 1.00 0.00Uniform Delay (d), s/veh 16.2 0.0 0.0 15.6 23.8 0.0Incr Delay (d2), s/veh 1.8 0.0 0.0 1.7 2.9 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 4.0 0.0 0.0 6.9 3.3 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 18.0 0.0 0.0 17.3 26.7 0.0LnGrp LOS BAABCAApproach Vol, veh/h 324 552 195Approach Delay, s/veh 18.0 17.3 26.7Approach LOS B B CTimer - Assigned Phs 2 6 8Phs Duration (G+Y+Rc), s 36.0 36.0 31.0Change Period (Y+Rc), s 4.0 4.0 4.0Max Green Setting (Gmax), s 35.0 35.0 27.0Max Q Clear Time (g_c+I1), s 21.4 31.6 11.7Green Ext Time (p_c), s 3.5 0.4 0.9Intersection SummaryHCM 6th Ctrl Delay 19.2HCM 6th LOS BNotesUser approved volume balancing among the lanes for turning movement.

January 26, 2026 Packet Pg. 1188
HCM 6th AWSC
2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 2IntersectionIntersection Delay, s/veh 37.3Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 4 553 9 239 311 7 4 19 226974Future Vol, veh/h 4 553 9 239 311 7 4 19 226974Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 4 553 9 239 311 7 4 19 226 9 7 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 42.7 43 14.6 11.4HCM LOS E E B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 2% 1% 43% 45%Vol Thru, % 8% 98% 56% 35%Vol Right, % 91% 2% 1% 20%Sign Control Stop Stop Stop StopTraffic Vol by Lane 249 566 557 20LT Vol 4 4 239 9Through Vol 19 553 311 7RT Vol 226 9 7 4Lane Flow Rate 249 566 557 20Geometry Grp 1111Degree of Util (X) 0.446 0.917 0.916 0.044Departure Headway (Hd) 6.444 5.83 5.918 7.914Convergence, Y/N Yes Yes Yes YesCap 558 623 613 450Service Time 4.497 3.849 3.938 6.004HCM Lane V/C Ratio 0.446 0.909 0.909 0.044HCM Control Delay 14.6 42.7 43 11.4HCM Lane LOS B E E BHCM 95th-tile Q 2.3 11.7 11.6 0.1 HCM 6th Signalized Intersection Summary2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 4 553 9 239 311 7 4 19 226 9 7 4Future Volume (veh/h) 4 553 9 239 311 7 4 19 226974Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.99 0.96 0.97 0.98 0.96Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 4 553 9 239 311 7 4 19 226 9 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 53 1098 18 363 439 9 54 29 304 178 130 58Arrive On Green 0.60 0.60 0.60 1.00 1.00 1.00 0.22 0.22 0.22 0.22 0.22 0.22Sat Flow, veh/h 3 1830 30 482 732 15 7 137 1413 479 602 270Grp Volume(v), veh/h 566 0 0 557 0 0 249 0 0 20 0 0Grp Sat Flow(s),veh/h/ln 1862 0 0 1230 0 0 1557 0 0 1352 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 12.2 0.0 0.0 0.0 0.0 0.0 10.4 0.0 0.0 0.6 0.0 0.0Prop In Lane 0.01 0.02 0.43 0.01 0.02 0.91 0.45 0.20Lane Grp Cap(c), veh/h 1169 0 0 812 0 0 387 0 0 366 0 0V/C Ratio(X) 0.48 0.00 0.00 0.69 0.00 0.00 0.64 0.00 0.00 0.05 0.00 0.00Avail Cap(c_a), veh/h 1169 0 0 812 0 0 497 0 0 463 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 0.70 0.00 0.00 0.95 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.0 0.0 0.0 0.0 0.0 0.0 25.7 0.0 0.0 21.8 0.0 0.0Incr Delay (d2), s/veh 0.3 0.0 0.0 3.3 0.0 0.0 1.7 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 4.3 0.0 0.0 0.7 0.0 0.0 3.9 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 8.4 0.0 0.0 3.3 0.0 0.0 27.4 0.0 0.0 21.9 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 566 557 249 20Approach Delay, s/veh 8.4 3.3 27.4 21.9Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 19.1 46.0 19.1 46.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 20.0 42.0 20.0 42.0Max Q Clear Time (g_c+I1), s 12.4 14.2 2.6 2.0Green Ext Time (p_c), s 0.9 4.3 0.0 5.9Intersection SummaryHCM 6th Ctrl Delay 9.9HCM 6th LOS A January 26, 2026 Packet Pg. 1189
HCM Signalized Intersection Capacity Analysis
18: El Camino Real & Olive Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133 Future Volume (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 3.5 2.0 4.4 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 0.98 0.98 1.00 1.00 1.00 0.96Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.86 0.86 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1581 1584 1770 3535 3539 1528Flt Permitted 1.00 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1581 1584 1770 3535 3539 1528Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 0 0 178 0 0 1 88 1095 7 0 1396 133RTOR Reduction (vph) 0 0 146 0 0 1 0 0 0 0 0 23Lane Group Flow (vph) 0 0 32 0 0 0 88 1102 0 0 1396 110Confl. Peds. (#/hr) 4 4 3 3 4 3 3 4Turn Type Perm Perm Prot NA NA PermProtected Phases 5 2 6Permitted Phases 8 8 6Actuated Green, G (s) 25.2 25.2 12.3 140.0 90.6 90.6Effective Green, g (s) 25.2 25.2 12.3 140.0 90.6 90.6Actuated g/C Ratio 0.18 0.18 0.09 1.00 0.65 0.65Clearance Time (s) 4.0 4.0 3.5 2.0 4.4 4.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 284 285 155 3535 2290 988v/s Ratio Prot c0.05 c0.31 c0.39v/s Ratio Perm 0.02 0.00 0.07v/c Ratio 0.11 0.00 0.57 0.31 0.61 0.11Uniform Delay, d1 48.0 47.1 61.3 0.0 14.4 9.4Progression Factor 1.00 1.00 1.33 1.00 0.42 0.17Incremental Delay, d2 0.2 0.0 4.5 0.2 1.1 0.2Delay (s) 48.2 47.1 85.9 0.2 7.1 1.8Level of Service D D F A A AApproach Delay (s) 48.2 47.1 6.6 6.6Approach LOS D D A AIntersection SummaryHCM 2000 Control Delay 9.2 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.56Actuated Cycle Length (s) 140.0 Sum of lost time (s) 11.9Intersection Capacity Utilization 57.0% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group HCM 6th Signalized Intersection Summary26: El Camino Real & Morse Boulevard 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 6Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 27 77 91 993 1551 57Future Volume (veh/h) 27 77 91 993 1551 57Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 27 77 91 993 1551 57Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 32 92 281 3074 2399 1067Arrive On Green 0.08 0.08 0.16 0.87 1.00 1.00Sat Flow, veh/h 415 1184 1781 3647 3647 1580Grp Volume(v), veh/h 105 0 91 993 1551 57Grp Sat Flow(s),veh/h/ln 1615 0 1781 1777 1777 1580Q Serve(g_s), s 9.0 0.0 6.3 7.3 0.0 0.0Cycle Q Clear(g_c), s 9.0 0.0 6.3 7.3 0.0 0.0Prop In Lane 0.26 0.73 1.00 1.00Lane Grp Cap(c), veh/h 126 0 281 3074 2399 1067V/C Ratio(X) 0.84 0.00 0.32 0.32 0.65 0.05Avail Cap(c_a), veh/h 179 0 281 3074 2399 1067HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.43 0.43 0.80 0.80Uniform Delay (d), s/veh 63.7 0.0 52.3 1.8 0.0 0.0Incr Delay (d2), s/veh 20.3 0.0 0.3 0.1 1.1 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 4.4 0.0 2.9 1.5 0.4 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 83.9 0.0 52.6 1.9 1.1 0.1LnGrp LOS F A D A A AApproach Vol, veh/h 105 1084 1608Approach Delay, s/veh 83.9 6.1 1.1Approach LOS F A ATimer - Assigned Phs 2 4 5 6Phs Duration (G+Y+Rc), s 125.6 14.4 26.6 99.0Change Period (Y+Rc), s 4.5 3.5 4.5 * 4.5Max Green Setting (Gmax), s 116.5 15.5 18.5 * 95Max Q Clear Time (g_c+I1), s 9.3 11.0 8.3 2.0Green Ext Time (p_c), s 9.0 0.1 0.1 20.9Intersection SummaryHCM 6th Ctrl Delay 6.1HCM 6th LOS ANotesUser approved volume balancing among the lanes for turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1190
HCM 6th Signalized Intersection Summary
27: Elm Street & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 43 620 18 19 403 14 9 100 40 17 68 21Future Volume (veh/h) 43 620 18 19 403 14 9 100 40 17 68 21Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 1.00 0.96 0.94 0.92 0.96 0.89Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 43 620 18 19 403 14 9 100 40 17 68 21Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 696 1269 37 534 1260 44 62 233 88 84 235 64Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.19 0.19 0.19 0.19 0.19 0.19Sat Flow, veh/h 962 1806 52 789 1794 62 41 1215 461 129 1226 335Grp Volume(v), veh/h 43 0 638 19 0 417 149 0 0 106 0 0Grp Sat Flow(s),veh/h/ln 962 0 1859 789 0 1856 1716 0 0 1690 0 0Q Serve(g_s), s 1.3 0.0 10.9 0.8 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.3 0.0 10.9 11.7 0.0 6.0 5.3 0.0 0.0 3.6 0.0 0.0Prop In Lane 1.00 0.03 1.00 0.03 0.06 0.27 0.16 0.20Lane Grp Cap(c), veh/h 696 0 1306 534 0 1304 384 0 0 384 0 0V/C Ratio(X) 0.06 0.00 0.49 0.04 0.00 0.32 0.39 0.00 0.00 0.28 0.00 0.00Avail Cap(c_a), veh/h 696 0 1306 534 0 1304 597 0 0 589 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 5.4 0.0 4.7 7.4 0.0 4.0 25.0 0.0 0.0 24.3 0.0 0.0Incr Delay (d2), s/veh 0.2 0.0 1.3 0.1 0.0 0.6 0.6 0.0 0.0 0.4 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.2 0.0 3.3 0.1 0.0 1.8 2.2 0.0 0.0 1.5 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 5.6 0.0 6.0 7.5 0.0 4.6 25.6 0.0 0.0 24.7 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 681 436 149 106Approach Delay, s/veh 6.0 4.8 25.6 24.7Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 17.1 52.9 17.1 52.9Change Period (Y+Rc), s 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 22.3 40.3 22.3 40.3Max Q Clear Time (g_c+I1), s 7.3 12.9 5.6 13.7Green Ext Time (p_c), s 0.7 5.1 0.5 2.9Intersection SummaryHCM 6th Ctrl Delay 9.2HCM 6th LOS A HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Future Volume (veh/h) 56 685 48 309 381 239 85 800 272 696 858 66Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 685 46 309 381 204 85 800 251 696 858 56Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 58 742 52 371 501 266 146 843 376 691 1223 541Arrive On Green 0.23 0.23 0.23 0.22 0.22 0.22 0.08 0.24 0.24 0.07 0.11 0.11Sat Flow, veh/h 250 3204 226 1675 2264 1202 1781 3554 1585 3456 3554 1573Grp Volume(v), veh/h 416 0 371 330 284 280 85 800 251 696 858 56Grp Sat Flow(s),veh/h/ln 1858 0 1822 1787 1702 1652 1781 1777 1585 1728 1777 1573Q Serve(g_s), s 31.0 0.0 27.5 24.7 21.8 22.3 6.4 31.0 20.1 28.0 32.6 4.5Cycle Q Clear(g_c), s 31.0 0.0 27.5 24.7 21.8 22.3 6.4 31.0 20.1 28.0 32.6 4.5Prop In Lane 0.13 0.12 0.94 0.73 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 430 0 422 396 377 366 146 843 376 691 1223 541V/C Ratio(X) 0.97 0.00 0.88 0.83 0.75 0.77 0.58 0.95 0.67 1.01 0.70 0.10Avail Cap(c_a), veh/h 430 0 422 396 377 366 165 843 376 691 1223 541HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 53.3 0.0 51.9 52.0 50.9 51.1 61.9 52.6 48.4 65.4 55.1 42.7Incr Delay (d2), s/veh 31.0 0.0 16.0 18.3 13.0 14.2 1.8 20.9 9.1 36.0 3.4 0.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 18.2 0.0 14.5 13.1 10.7 10.7 3.0 16.1 8.9 16.5 16.2 1.8Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 84.3 0.0 68.0 70.3 64.0 65.3 63.7 73.5 57.5 101.4 58.5 43.0LnGrp LOS F AEEEEEEEFEDApproach Vol, veh/h 787 894 1136 1610Approach Delay, s/veh 76.6 66.7 69.2 76.5Approach LOS E E E ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 16.0 52.7 34.7 31.0 37.7 36.6Change Period (Y+Rc), s 4.5 * 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 13.0 * 48 31.0 28.0 33.2 32.4Max Q Clear Time (g_c+I1), s 8.4 34.6 26.7 30.0 33.0 33.0Green Ext Time (p_c), s 0.0 6.5 2.6 0.0 0.1 0.0Intersection SummaryHCM 6th Ctrl Delay 72.7HCM 6th LOS ENotes* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1191
HCM 6th AWSC
1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 1IntersectionIntersection Delay, s/veh 17.3Intersection LOS CMovement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 415 68 123 252 58 89Future Vol, veh/h 415 68 123 252 58 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222Mvmt Flow 415 68 123 252 58 89Number of Lanes 1 0 1 0 0 1Approach WB NB SBOpposing Approach SB NBOpposing Lanes 0 1 1Conflicting Approach Left NB WBConflicting Lanes Left 1 0 1Conflicting Approach Right SB WBConflicting Lanes Right 1 1 0HCM Control Delay 21.7 14.2 11HCM LOS C B BLane NBLn1 WBLn1 SBLn1Vol Left, % 0% 86% 39%Vol Thru, % 33% 0% 61%Vol Right, % 67% 14% 0%Sign Control Stop Stop StopTraffic Vol by Lane 375 483 147LT Vol 0 415 58Through Vol 123 0 89RT Vol 252 68 0Lane Flow Rate 375 483 147Geometry Grp 1 1 1Degree of Util (X) 0.541 0.729 0.245Departure Headway (Hd) 5.193 5.431 6.012Convergence, Y/N Yes Yes YesCap 694 667 595Service Time 3.242 3.467 4.072HCM Lane V/C Ratio 0.54 0.724 0.247HCM Control Delay 14.2 21.7 11HCM Lane LOS B C BHCM 95th-tile Q 3.3 6.3 1 HCM 6th Signalized Intersection Summary1: Elm Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 415 68 123 252 58 89Future Volume (veh/h) 415 68 123 252 58 89Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 0.99 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 415 68 123 252 58 89Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 780 128 157 321 111 143Arrive On Green 0.52 0.52 0.29 0.29 0.29 0.29Sat Flow, veh/h 1500 246 544 1114 152 499Grp Volume(v), veh/h 484 0 0 375 147 0Grp Sat Flow(s),veh/h/ln 1750 0 0 1658 651 0Q Serve(g_s), s 13.8 0.0 0.0 15.6 3.5 0.0Cycle Q Clear(g_c), s 13.8 0.0 0.0 15.6 19.2 0.0Prop In Lane 0.86 0.14 0.67 0.39Lane Grp Cap(c), veh/h 910 0 0 477 254 0V/C Ratio(X) 0.53 0.00 0.00 0.79 0.58 0.00Avail Cap(c_a), veh/h 910 0 0 619 374 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.74 0.00 0.00 0.68 1.00 0.00Uniform Delay (d), s/veh 11.9 0.0 0.0 24.6 25.2 0.0Incr Delay (d2), s/veh 1.7 0.0 0.0 3.5 2.1 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 5.3 0.0 0.0 6.4 2.7 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 13.6 0.0 0.0 28.1 27.3 0.0LnGrp LOS B A A C C AApproach Vol, veh/h 484 375 147Approach Delay, s/veh 13.6 28.1 27.3Approach LOS B C CTimer - Assigned Phs 2 6 8Phs Duration (G+Y+Rc), s 25.6 25.6 43.0Change Period (Y+Rc), s 4.0 4.0 4.0Max Green Setting (Gmax), s 28.0 28.0 39.0Max Q Clear Time (g_c+I1), s 17.6 21.2 15.8Green Ext Time (p_c), s 1.8 0.4 1.6Intersection SummaryHCM 6th Ctrl Delay 21.0HCM 6th LOS CNotesUser approved volume balancing among the lanes for turning movement.

January 26, 2026 Packet Pg. 1192
HCM 6th AWSC
2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 2IntersectionIntersection Delay, s/veh 45Intersection LOS EMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Future Vol, veh/h 1 286 17 207 489 14 8 22 218 7 7 4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Heavy Vehicles, % 222222222222Mvmt Flow 1 286 17 207 489 14 8 22 218 7 7 4Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1111Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1111HCM Control Delay 14.2 70.2 13.3 10.6HCM LOS B F B BLane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 0% 29% 39%Vol Thru, % 9% 94% 69% 39%Vol Right, % 88% 6% 2% 22%Sign Control Stop Stop Stop StopTraffic Vol by Lane 248 304 710 18LT Vol 8 1 207 7Through Vol 22 286 489 7RT Vol 218 17 14 4Lane Flow Rate 248 304 710 18Geometry Grp 1111Degree of Util (X) 0.409 0.482 1.047 0.035Departure Headway (Hd) 6.118 5.851 5.311 7.337Convergence, Y/N Yes Yes Yes YesCap 593 620 682 491Service Time 4.118 3.851 3.343 5.337HCM Lane V/C Ratio 0.418 0.49 1.041 0.037HCM Control Delay 13.3 14.2 70.2 10.6HCM Lane LOS B B F BHCM 95th-tile Q 2 2.6 18.4 0.1 HCM 6th Signalized Intersection Summary2: Walnut Street & Holly Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1 286 17 207 489 14 8 22 218 7 7 4Future Volume (veh/h) 1 286 17 207 489 14 8 22 218774Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 0.95 0.96 0.98 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 1 286 17 207 489 14 8 22 218774Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 49 1092 65 323 701 19 53 36 292 155 145 67Arrive On Green 0.63 0.63 0.63 1.00 1.00 1.00 0.21 0.21 0.21 0.21 0.21 0.21Sat Flow, veh/h 1 1743 103 417 1119 31 18 169 1361 414 677 312Grp Volume(v), veh/h 304 0 0 710 0 0 248 0 0 18 0 0Grp Sat Flow(s),veh/h/ln 1847 0 0 1567 0 0 1548 0 0 1402 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 5.5 0.0 0.0 0.0 0.0 0.0 11.2 0.0 0.0 0.6 0.0 0.0Prop In Lane 0.00 0.06 0.29 0.02 0.03 0.88 0.39 0.22Lane Grp Cap(c), veh/h 1205 0 0 1044 0 0 381 0 0 367 0 0V/C Ratio(X) 0.25 0.00 0.00 0.68 0.00 0.00 0.65 0.00 0.00 0.05 0.00 0.00Avail Cap(c_a), veh/h 1205 0 0 1044 0 0 462 0 0 441 0 0HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 0.63 0.00 0.00 0.74 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 6.3 0.0 0.0 0.0 0.0 0.0 27.5 0.0 0.0 23.4 0.0 0.0Incr Delay (d2), s/veh 0.1 0.0 0.0 2.3 0.0 0.0 1.8 0.0 0.0 0.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 0.7 0.0 0.0 4.2 0.0 0.0 0.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 6.4 0.0 0.0 2.3 0.0 0.0 29.3 0.0 0.0 23.4 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 304 710 248 18Approach Delay, s/veh 6.4 2.3 29.3 23.4Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 20.1 51.0 20.1 51.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 20.0 47.0 20.0 47.0Max Q Clear Time (g_c+I1), s 13.2 7.5 2.6 2.0Green Ext Time (p_c), s 0.9 2.1 0.0 7.2Intersection SummaryHCM 6th Ctrl Delay 8.8HCM 6th LOS A January 26, 2026 Packet Pg. 1193
HCM Signalized Intersection Capacity Analysis
18: El Camino Real & Olive Street 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216Future Volume (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 3.5 2.0 4.4 4.4Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00Frpb, ped/bikes 0.97 0.96 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.86 0.86 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1561 1551 1770 3536 3539 1531Flt Permitted 1.00 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1561 1551 1770 3536 3539 1531Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Flow (vph) 0 0 158 0 0 3 138 1403 7 0 1330 216RTOR Reduction (vph) 0 0 143 0 0 3 0 0 0 0 0 66Lane Group Flow (vph) 0 0 15 0 0 0 138 1410 0 0 1330 150Confl. Peds. (#/hr) 6 6 8 8 6 8 8 6Confl. Bikes (#/hr) 1Turn Type Perm Perm Prot NA NA PermProtected Phases 5 2 6Permitted Phases 8 8 6Actuated Green, G (s) 7.0 7.0 9.1 75.0 47.0 47.0Effective Green, g (s) 7.0 7.0 9.1 75.0 47.0 47.0Actuated g/C Ratio 0.09 0.09 0.12 1.00 0.63 0.63Clearance Time (s) 4.0 4.0 3.5 2.0 4.4 4.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 145 144 214 3536 2217 959v/s Ratio Prot c0.08 c0.40 c0.38v/s Ratio Perm 0.01 0.00 0.10v/c Ratio 0.10 0.00 0.64 0.40 0.60 0.16Uniform Delay, d1 31.1 30.8 31.4 0.0 8.4 5.8Progression Factor 1.00 1.00 0.82 1.00 1.13 1.05Incremental Delay, d2 0.3 0.0 5.6 0.3 1.0 0.3Delay (s) 31.4 30.8 31.3 0.3 10.5 6.4Level of Service C C C A B AApproach Delay (s) 31.4 30.8 3.1 9.9Approach LOS C C A AIntersection SummaryHCM 2000 Control Delay 7.7 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.61Actuated Cycle Length (s) 75.0 Sum of lost time (s) 11.9Intersection Capacity Utilization 54.2% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group HCM 6th Signalized Intersection Summary26: El Camino Real & Morse Boulevard 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 6Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 56 68 121 1433 1477 61Future Volume (veh/h) 56 68 121 1433 1477 61Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 56 68 121 1433 1477 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222Cap, veh/h 70 85 326 2840 1976 858Arrive On Green 0.09 0.09 0.18 0.80 1.00 1.00Sat Flow, veh/h 740 898 1781 3647 3647 1543Grp Volume(v), veh/h 125 0 121 1433 1477 61Grp Sat Flow(s),veh/h/ln 1651 0 1781 1777 1777 1543Q Serve(g_s), s 5.6 0.0 4.5 10.2 0.0 0.0Cycle Q Clear(g_c), s 5.6 0.0 4.5 10.2 0.0 0.0Prop In Lane 0.45 0.54 1.00 1.00Lane Grp Cap(c), veh/h 156 0 326 2840 1976 858V/C Ratio(X) 0.80 0.00 0.37 0.50 0.75 0.07Avail Cap(c_a), veh/h 222 0 326 2840 1976 858HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.14 0.14 0.75 0.75Uniform Delay (d), s/veh 33.3 0.0 26.9 2.5 0.0 0.0Incr Delay (d2), s/veh 12.9 0.0 0.1 0.1 2.0 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.7 0.0 1.8 1.3 0.5 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 46.2 0.0 27.0 2.6 2.0 0.1LnGrp LOS D A C A A AApproach Vol, veh/h 125 1554 1538Approach Delay, s/veh 46.2 4.5 1.9Approach LOS D A ATimer - Assigned Phs 2 4 5 6Phs Duration (G+Y+Rc), s 64.4 10.6 18.2 46.2Change Period (Y+Rc), s 4.5 3.5 4.5 * 4.5Max Green Setting (Gmax), s 56.9 10.1 11.7 * 42Max Q Clear Time (g_c+I1), s 12.2 7.6 6.5 2.0Green Ext Time (p_c), s 15.4 0.1 0.1 15.9Intersection SummaryHCM 6th Ctrl Delay 4.9HCM 6th LOS ANotesUser approved volume balancing among the lanes for turning movement.* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

January 26, 2026 Packet Pg. 1194
HCM 6th Signalized Intersection Summary
27: Elm Street & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 63 507 13 25 733 15 24 89 35 14 70 38Future Volume (veh/h) 63 507 13 25 733 15 24 89 35 14 70 38Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 0.95 0.92 0.96 0.90Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 63 507 13 25 733 15 24 89 35 14 70 38Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 484 1319 34 642 1327 27 82 197 69 69 184 90Arrive On Green 0.73 0.73 0.73 0.73 0.73 0.73 0.17 0.17 0.17 0.17 0.17 0.17Sat Flow, veh/h 713 1814 47 878 1825 37 153 1130 397 89 1055 518Grp Volume(v), veh/h 63 0 520 25 0 748 148 0 0 122 0 0Grp Sat Flow(s),veh/h/ln 713 0 1861 878 0 1862 1679 0 0 1662 0 0Q Serve(g_s), s 3.3 0.0 7.9 0.8 0.0 13.7 0.2 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 17.1 0.0 7.9 8.8 0.0 13.7 5.7 0.0 0.0 4.8 0.0 0.0Prop In Lane 1.00 0.03 1.00 0.02 0.16 0.24 0.11 0.31Lane Grp Cap(c), veh/h 484 0 1353 642 0 1354 348 0 0 343 0 0V/C Ratio(X) 0.13 0.00 0.38 0.04 0.00 0.55 0.42 0.00 0.00 0.36 0.00 0.00Avail Cap(c_a), veh/h 484 0 1353 642 0 1354 527 0 0 520 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.6 0.0 3.9 5.5 0.0 4.7 27.9 0.0 0.0 27.5 0.0 0.0Incr Delay (d2), s/veh 0.6 0.0 0.8 0.1 0.0 1.6 0.8 0.0 0.0 0.6 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 0.5 0.0 2.3 0.1 0.0 4.1 2.4 0.0 0.0 2.0 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 9.1 0.0 4.7 5.6 0.0 6.3 28.7 0.0 0.0 28.2 0.0 0.0LnGrp LOS AAAAAACAACAAApproach Vol, veh/h 583 773 148 122Approach Delay, s/veh 5.2 6.3 28.7 28.2Approach LOS A A C CTimer - Assigned Phs 2468Phs Duration (G+Y+Rc), s 16.8 58.2 16.8 58.2Change Period (Y+Rc), s 3.7 3.7 3.7 3.7Max Green Setting (Gmax), s 21.3 46.3 21.3 46.3Max Q Clear Time (g_c+I1), s 7.7 19.1 6.8 15.7Green Ext Time (p_c), s 0.6 4.2 0.5 6.4Intersection SummaryHCM 6th Ctrl Delay 9.6HCM 6th LOS A HCM 6th Signalized Intersection Summary30: El Camino Real & Brittan Avenue 10/24/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Mitigated Page 3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Future Volume (veh/h) 70 388 92 518 712 378 115 1081 179 452 997 75Initial Q (Qb), veh 0 0 0 000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 70 388 78 518 712 349 115 1081 160 452 997 61Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Percent Heavy Veh, % 222222222222Cap, veh/h 80 462 97 458 686 339 171 1050 467 470 1192 520Arrive On Green 0.18 0.18 0.18 0.29 0.29 0.29 0.10 0.30 0.30 0.14 0.34 0.34Sat Flow, veh/h 452 2605 548 1588 2378 1175 1781 3554 1580 3456 3554 1551Grp Volume(v), veh/h 286 0 250 584 505 489 115 1081 160 452 997 61Grp Sat Flow(s),veh/h/ln 1848 0 1757 1791 1702 1647 1781 1777 1580 1728 1777 1551Q Serve(g_s), s 22.6 0.0 20.5 43.3 43.3 43.3 9.4 44.3 11.9 19.5 38.9 4.1Cycle Q Clear(g_c), s 22.6 0.0 20.5 43.3 43.3 43.3 9.4 44.3 11.9 19.5 38.9 4.1Prop In Lane 0.24 0.31 0.89 0.71 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 328 0 312 517 491 476 171 1050 467 470 1192 520V/C Ratio(X) 0.87 0.00 0.80 1.13 1.03 1.03 0.67 1.03 0.34 0.96 0.84 0.12Avail Cap(c_a), veh/h 382 0 363 517 491 476 171 1050 467 470 1192 520HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.83 0.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 60.1 0.0 59.2 53.4 53.3 53.4 65.5 52.8 41.4 64.4 46.1 34.5Incr Delay (d2), s/veh 14.5 0.0 8.5 80.6 48.0 48.9 8.1 35.7 2.0 31.5 7.1 0.5Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 11.9 0.0 9.9 31.0 25.0 24.3 4.6 24.8 4.9 10.6 18.2 1.6Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 74.6 0.0 67.7 134.0 101.4 102.3 73.6 88.6 43.4 95.9 53.1 34.9LnGrp LOS E A E F F F E F D F D CApproach Vol, veh/h 536 1579 1356 1510Approach Delay, s/veh 71.3 113.7 82.0 65.2Approach LOS E F F ETimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 17.4 54.8 47.0 23.4 48.8 30.8Change Period (Y+Rc), s 3.0 4.5 3.7 3.0 4.5 4.2Max Green Setting (Gmax), s 10.0 50.3 43.3 16.0 44.3 31.0Max Q Clear Time (g_c+I1), s 11.4 40.9 45.3 21.5 46.3 24.6Green Ext Time (p_c), s 0.0 5.7 0.0 0.0 0.0 1.5Intersection SummaryHCM 6th Ctrl Delay 85.8HCM 6th LOS F January 26, 2026 Packet Pg. 1195
C
Draft Downtown San Carlos Traffic Operations Study
October 2025
Appendix C
Queues at Signalized Intersections

9.k
January 26, 2026 Packet Pg. 1196

9.k
January 26, 2026 Packet Pg. 1197
Queues
3: Laurel Street & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 426 334 141 92v/c Ratio 0.27 0.52 0.52 0.77Control Delay 23.7 9.0 19.6 80.9Queue Delay 0.0 0.4 0.0 0.0Total Delay 23.7 9.4 19.6 80.9Queue Length 50th (ft) 112 53 17 62Queue Length 95th (ft) 163 68 74 114Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 1582 647 520 289Starvation Cap Reductn 0 77 0 0Spillback Cap Reductn 0000Storage Cap Reductn 0000Reduced v/c Ratio 0.27 0.59 0.27 0.32Intersection Summary Queues4: El Camino Real & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 497 439 270 136 23 571 376 175 623v/c Ratio 0.80 0.48 0.54 0.27 0.25 0.47 0.32 0.58 0.44Control Delay 84.2 42.0 45.4 7.7 36.0 14.8 3.3 64.7 30.7Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 84.3 42.0 45.4 7.7 36.0 14.8 3.3 64.7 30.7Queue Length 50th (ft) 232 160 196 2 14 50 3 74 205Queue Length 95th (ft) 272 212 287 52 41 186 61 110 292Internal Link Dist (ft) 308 401 576 446Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 863 921 500 508 108 1213 1170 361 1428Starvation Cap Reductn 45 00000000Spillback Cap Reductn 000000000Storage Cap Reductn 000000000Reduced v/c Ratio 0.61 0.48 0.54 0.27 0.21 0.47 0.32 0.48 0.44Intersection Summary January 26, 2026 Packet Pg. 1198
Queues
5: Chestnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 1120 16 656 202 36v/c Ratio 0.50 0.06 0.28 0.65 0.10Control Delay 8.4 11.4 8.4 30.9 12.5Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 8.4 11.4 8.4 30.9 12.5Queue Length 50th (ft) 97 1 16 76 7Queue Length 95th (ft) 243 20 191 104 21Internal Link Dist (ft) 285 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2233 263 2345 571 651Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.50 0.06 0.28 0.35 0.06Intersection Summary Queues6: Elm Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 294 827 24 458 90 25 68 169v/c Ratio 0.49 0.35 0.06 0.19 0.29 0.07 0.18 0.38Control Delay 13.8 7.3 3.3 2.7 23.7 7.4 21.7 5.6Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.8 7.5 3.3 2.7 23.7 7.4 21.7 5.6Queue Length 50th (ft) 77 99 1 14 36 0 27 0Queue Length 95th (ft) #186 245 6 26 47 12 37 29Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 605 2367 400 2405 717 732 838 808Starvation Cap Reductn 0 742 000000Spillback Cap Reductn 00000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.49 0.51 0.06 0.19 0.13 0.03 0.08 0.21Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

January 26, 2026 Packet Pg. 1199
Queues
7: Walnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 5Lane Group EBL EBT WBT NBT SBTLane Group Flow (vph) 70 694 457 61 72v/c Ratio 0.12 0.29 0.21 0.15 0.17Control Delay 6.1 4.6 5.7 13.1 10.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 6.1 4.6 5.7 13.1 10.8Queue Length 50th (ft) 2 10 23 16 14Queue Length 95th (ft) 25 78 58 32 m33Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110Base Capacity (vph) 603 2387 2206 707 723Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.12 0.29 0.21 0.09 0.10Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues8: Laurel Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 6Lane Group EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 718 444 20 54 48 35v/c Ratio 0.37 0.22 0.06 0.11 0.10 0.08Control Delay 1.8 7.3 15.5 9.3 16.6 6.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 1.8 7.3 15.5 9.3 16.6 6.2Queue Length 50th (ft) 18 50 6 6 13 0Queue Length 95th (ft) 10 76 19 28 34 17Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 70 100Base Capacity (vph) 1939 2026 501 644 650 601Starvation Cap Reductn 000000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.37 0.22 0.04 0.08 0.07 0.06Intersection Summary January 26, 2026 Packet Pg. 1200
Queues
9: El Camino Real & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 372 185 97 610 707 332v/c Ratio 0.58 0.52 0.49 0.31 0.48 0.40Control Delay 51.5 26.8 63.2 12.1 38.8 14.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 51.5 26.8 63.2 12.1 38.8 14.1Queue Length 50th (ft) 144 62 86 247 311 97Queue Length 95th (ft) 195 140 147 214 380 115Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 1014 505 197 1978 1488 820Starvation Cap Reductn 010000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.37 0.37 0.49 0.31 0.48 0.40Intersection Summary Queues14: El Camino Real & Cherry Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 61 118 10 8 47 626 4 20 859v/c Ratio 0.25 0.32 0.04 0.02 0.42 0.25 0.00 0.15 0.25Control Delay 44.3 8.9 37.3 0.1 66.7 6.7 0.0 38.6 1.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 44.3 8.9 37.3 0.1 66.7 6.7 0.0 38.6 1.5Queue Length 50th (ft) 40 0 6 0 27 205 0 18 34Queue Length 95th (ft) 80 48 21 0 63 67 m0 m39 41Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180Base Capacity (vph) 384 515 447 472 251 2501 1113 211 3454Starvation Cap Reductn 000000000Spillback Cap Reductn 000000000Storage Cap Reductn 000000000Reduced v/c Ratio 0.16 0.23 0.02 0.02 0.19 0.25 0.00 0.09 0.25Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1201
Queues
22: El Camino Real & Arroyo Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 9Lane Group EBL EBR NBL NBT SBTLane Group Flow (vph) 59 90 18 649 921v/c Ratio 0.28 0.33 0.12 0.22 0.24Control Delay 52.2 11.9 56.8 1.5 13.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 52.2 11.9 56.8 1.5 13.7Queue Length 50th (ft) 49 0 16 18 102Queue Length 95th (ft) 82 46 m33 30 309Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225Base Capacity (vph) 354 394 251 2891 3770Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.17 0.23 0.07 0.22 0.24Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues29: Laurel Street & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 28 459 31 354 167 70v/c Ratio 0.20 0.40 0.18 0.31 0.48 0.22Control Delay 29.5 11.0 27.1 18.7 20.1 16.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.5 11.0 27.1 18.7 20.1 16.1Queue Length 50th (ft) 11 45 20 99 47 18Queue Length 95th (ft) 31 227 m40 294 81 40Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 226 1152 226 1137 540 509Starvation Cap Reductn 000000Spillback Cap Reductn 000066Storage Cap Reductn 000000Reduced v/c Ratio 0.12 0.40 0.14 0.31 0.31 0.14Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1202
Queues
30: El Camino Real & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Existing Page 11 Lane Group EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 491 462 91 60 588 119 261 715v/c Ratio 0.78 0.55 0.20 0.50 0.47 0.19 0.70 0.35Control Delay 64.2 46.2 7.5 72.1 36.0 6.8 76.4 34.5Queue Delay 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 64.4 46.2 7.5 72.1 36.0 6.8 76.4 34.5Queue Length 50th (ft) 194 180 0 50 201 0 108 49Queue Length 95th (ft) 280 237 39 94 296 48 166 230Internal Link Dist (ft) 276 207 473 528Turn Bay Length (ft) 260 285 325Base Capacity (vph) 853 834 450 164 1240 632 580 2038Starvation Cap Reductn 68 0000000Spillback Cap Reductn 00000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.63 0.55 0.20 0.37 0.47 0.19 0.45 0.35Intersection Summary Queues3: Laurel Street & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 230 382 150 89v/c Ratio 0.15 0.59 0.54 0.48Control Delay 22.9 35.7 21.5 39.9Queue Delay 0.0 54.9 0.0 0.0Total Delay 22.9 90.6 21.5 39.9Queue Length 50th (ft) 63 327 24 39Queue Length 95th (ft) 91 431 85 90Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 1544 647 519 398Starvation Cap Reductn 0 298 0 0Spillback Cap Reductn 0000Storage Cap Reductn 0000Reduced v/c Ratio 0.15 1.09 0.29 0.22Intersection Summary January 26, 2026 Packet Pg. 1203
Queues
4: El Camino Real & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 304 516 280 249 28 716 402 152 708v/c Ratio 0.65 0.49 0.49 0.39 0.30 0.57 0.33 0.54 0.49Control Delay 60.5 38.7 40.3 5.8 52.7 27.5 5.2 64.4 32.0Queue Delay 0.0 0.0 5.5 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 60.5 38.7 45.8 5.8 52.7 27.5 5.2 64.4 32.0Queue Length 50th (ft) 138 182 193 0 23 127 22 64 234Queue Length 95th (ft) 186 237 282 61 52 #413 36 98 357Internal Link Dist (ft) 308 401 576 446Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 852 1053 571 645 108 1248 1205 357 1441Starvation Cap Reductn 000000000Spillback Cap Reductn 0 0 227 000000Storage Cap Reductn 000000000Reduced v/c Ratio 0.36 0.49 0.81 0.39 0.26 0.57 0.33 0.43 0.49Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Queues5: Chestnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 709 21 886 69 14v/c Ratio 0.26 0.04 0.31 0.24 0.05Control Delay 4.6 7.5 5.6 13.9 17.2Queue Delay 0.0 0.0 0.1 0.0 0.0Total Delay 4.6 7.5 5.7 13.9 17.2Queue Length 50th (ft) 31 2 61 13 4Queue Length 95th (ft) 137 16 146 31 12Internal Link Dist (ft) 285 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2704 565 2853 652 673Starvation Cap Reductn 0 0 578 0 0Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.26 0.04 0.39 0.11 0.02Intersection Summary January 26, 2026 Packet Pg. 1204
Queues
6: Elm Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 149 552 30 618 143 28 62 197v/c Ratio 0.32 0.26 0.06 0.28 0.36 0.06 0.13 0.38Control Delay 8.2 5.0 5.3 4.4 20.9 5.1 16.4 6.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.2 5.0 5.3 4.4 20.9 5.1 16.4 6.6Queue Length 50th (ft) 8 15 2 28 58 0 24 17Queue Length 95th (ft) 18 22 9 45 71 13 35 45Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 459 2144 493 2180 693 731 827 794Starvation Cap Reductn 00000000Spillback Cap Reductn 00000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.32 0.26 0.06 0.28 0.21 0.04 0.07 0.25Intersection Summary Queues7: Walnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 5Lane Group EBL EBT WBT NBT SBTLane Group Flow (vph) 26 498 596 132 106v/c Ratio 0.05 0.21 0.27 0.33 0.24Control Delay 5.7 4.3 4.8 14.5 11.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 5.7 4.3 4.8 14.5 11.7Queue Length 50th (ft) 2 22 26 35 23Queue Length 95th (ft) 9 38 54 56 43Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110Base Capacity (vph) 527 2388 2190 668 718Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.05 0.21 0.27 0.20 0.15Intersection Summary January 26, 2026 Packet Pg. 1205
Queues
8: Laurel Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 6Lane Group EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 564 588 21 63 68 55v/c Ratio 0.31 0.32 0.05 0.12 0.13 0.11Control Delay 6.7 9.0 15.2 9.0 15.9 5.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.7 9.0 15.2 9.0 15.9 5.4Queue Length 50th (ft) 51 70 6 7 19 0Queue Length 95th (ft) 74 103 20 30 44 21Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 70 100Base Capacity (vph) 1849 1865 479 638 638 596Starvation Cap Reductn 000000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.31 0.32 0.04 0.10 0.11 0.09Intersection Summary Queues9: El Camino Real & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 365 189 144 911 857 424v/c Ratio 0.62 0.57 0.69 0.41 0.51 0.48Control Delay 54.2 29.4 91.8 5.0 35.8 18.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 54.2 29.4 91.8 5.0 35.8 18.4Queue Length 50th (ft) 141 66 105 117 385 179Queue Length 95th (ft) 192 144 180 100 472 220Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 882 455 333 2201 1687 884Starvation Cap Reductn 050000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.41 0.42 0.43 0.41 0.51 0.48Intersection Summary January 26, 2026 Packet Pg. 1206
Queues
14: El Camino Real & Cherry Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 129 113 12 21 64 867 5 17 981v/c Ratio 0.60 0.32 0.05 0.07 0.49 0.34 0.00 0.13 0.29Control Delay 59.5 9.2 40.1 0.5 83.5 5.5 0.0 39.4 3.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 59.5 9.2 40.1 0.5 83.5 5.5 0.0 39.4 3.1Queue Length 50th (ft) 106 0 9 0 50 26 0 16 32Queue Length 95th (ft) 153 48 25 0 97 120 m0 m30 50Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180Base Capacity (vph) 358 506 425 472 251 2530 1111 211 3400Starvation Cap Reductn 000000000Spillback Cap Reductn 000000000Storage Cap Reductn 000000000Reduced v/c Ratio 0.36 0.22 0.03 0.04 0.25 0.34 0.00 0.08 0.29Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues22: El Camino Real & Arroyo Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 9Lane Group EBL EBR NBL NBT SBTLane Group Flow (vph) 82 63 43 916 1033v/c Ratio 0.33 0.22 0.20 0.33 0.31Control Delay 50.6 12.1 56.5 2.9 19.3Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 50.6 12.1 56.5 2.9 19.3Queue Length 50th (ft) 59 0 37 64 270Queue Length 95th (ft) 107 40 m70 67 339Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225Base Capacity (vph) 347 372 251 2798 3287Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.24 0.17 0.17 0.33 0.31Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1207
Queues
29: Laurel Street & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 10 Lane Group EBL EBT WBL WBT NBT SBT
Lane Group Flow (vph) 45 398 44 511 255 124v/c Ratio 0.26 0.38 0.24 0.51 0.67 0.35Control Delay 30.0 12.4 19.4 24.1 27.4 19.2Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0Total Delay 30.0 12.4 19.4 24.6 27.4 19.2Queue Length 50th (ft) 16 87 21 322 80 36Queue Length 95th (ft) 43 195 m44 404 131 68Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 226 1039 228 1010 529 494Starvation Cap Reductn 0 0 0 195 0 0Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.20 0.38 0.19 0.63 0.48 0.25Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues30: El Camino Real & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Existing Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 474 600 168 74 685 65 220 781v/c Ratio 0.77 0.68 0.32 0.57 0.55 0.11 0.66 0.40Control Delay 55.9 48.0 7.2 74.5 37.6 3.5 72.8 44.3Queue Delay 0.1 3.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 56.0 51.0 7.2 74.5 37.6 3.5 72.8 44.3Queue Length 50th (ft) 163 240 0 61 241 0 101 186Queue Length 95th (ft) 211 307 56 111 352 20 144 237Internal Link Dist (ft) 276 207 473 528Turn Bay Length (ft) 260 285 325Base Capacity (vph) 849 888 521 165 1240 605 475 1946Starvation Cap Reductn 36 0000000Spillback Cap Reductn 0 187 000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.58 0.86 0.32 0.45 0.55 0.11 0.46 0.40Intersection Summary January 26, 2026 Packet Pg. 1208
Queues
3: Laurel Street & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 685 471 224 133v/c Ratio 0.55 0.62 0.57 1.21Control Delay 39.5 63.2 15.3 196.8Queue Delay 1.2 56.6 0.1 0.0Total Delay 40.7 119.7 15.4 196.8Queue Length 50th (ft) 262 408 22 ~136Queue Length 95th (ft) 361 m457 96 #234Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 1246 759 498 159Starvation Cap Reductn 0 395 0 0Spillback Cap Reductn 328 0 18 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.75 1.29 0.47 0.84Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues4: El Camino Real & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 916 595 454 261 6 732 415 292 851v/c Ratio 0.97 0.64 0.90 0.50 0.12 0.83 0.42 0.88 0.67Control Delay 45.0 48.8 71.3 22.8 46.0 40.6 5.2 89.7 41.3Queue Delay 0.3 0.0 51.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 45.2 48.8 122.3 22.8 46.0 40.6 5.2 89.7 41.3Queue Length 50th (ft) 438 247 401 89 5 283 25 137 336Queue Length 95th (ft) #565 312 #599 179 m12 336 40 #220 445Internal Link Dist (ft) 308 1240 576 1377Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 950 929 504 517 50 879 979 331 1262Starvation Cap Reductn 200000000Spillback Cap Reductn 0 0 186000000Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.97 0.64 1.43 0.50 0.12 0.83 0.42 0.88 0.67Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1209
Queues
5: Chestnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 1559 21 928 255 47v/c Ratio 0.68 0.15 0.38 0.79 0.13Control Delay 11.2 9.0 6.1 47.7 17.5Queue Delay 0.0 0.0 0.2 0.0 0.0Total Delay 11.2 9.0 6.3 47.7 17.5Queue Length 50th (ft) 237 3 74 131 13Queue Length 95th (ft) 406 15 142 196 36Internal Link Dist (ft) 969 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2306 144 2430 441 486Starvation Cap Reductn 0 0 630 0 0Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.68 0.15 0.52 0.58 0.10Intersection Summary Queues6: Elm Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 419 1141 38 653 165 46 91 205v/c Ratio 0.81 0.46 0.13 0.26 0.61 0.14 0.27 0.45Control Delay 17.9 1.4 5.6 4.1 41.5 8.4 30.7 7.0Queue Delay 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0Total Delay 17.9 1.6 5.6 4.3 41.5 8.4 30.7 7.0Queue Length 50th (ft) 24 15 4 41 90 0 46 0Queue Length 95th (ft) #224 21 16 74 122 23 70 45Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 519 2493 290 2550 500 566 622 668Starvation Cap Reductn 0 462 0 8540000Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.81 0.56 0.13 0.39 0.33 0.08 0.15 0.31Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

January 26, 2026 Packet Pg. 1210
Queues
7: Walnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 5Lane Group EBL EBT WBT NBT SBTLane Group Flow (vph) 120 966 677 107 121v/c Ratio 0.24 0.39 0.30 0.33 0.34Control Delay 2.1 1.4 3.7 24.3 16.8Queue Delay 0.0 0.1 0.1 0.0 0.0Total Delay 2.1 1.5 3.8 24.3 16.8Queue Length 50th (ft) 1 5 28 45 31Queue Length 95th (ft) 6 16 50 74 m63Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110Base Capacity (vph) 494 2488 2247 571 590Starvation Cap Reductn 0 455 575 0 0Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.24 0.48 0.40 0.19 0.21Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues8: Laurel Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 6Lane Group EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 1014 661 28 80 66 54v/c Ratio 0.54 0.32 0.10 0.21 0.18 0.15Control Delay 4.9 6.4 26.0 15.1 27.5 8.2Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0Total Delay 4.9 6.6 26.0 15.1 27.5 8.2Queue Length 50th (ft) 61 83 12 16 28 0Queue Length 95th (ft) 79 115 33 50 61 27Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 70 100Base Capacity (vph) 1866 2090 367 500 477 470Starvation Cap Reductn 23 6740000Spillback Cap Reductn 000000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.55 0.47 0.08 0.16 0.14 0.11Intersection Summary January 26, 2026 Packet Pg. 1211
Queues
9: El Camino Real & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 315 458 278 827 985 365v/c Ratio 0.48 0.97 0.90 0.41 0.75 0.50Control Delay 52.8 61.4 78.8 14.1 39.9 16.3Queue Delay 0.0 2.8 0.0 0.0 0.0 0.0Total Delay 52.8 64.3 78.8 14.1 39.9 16.3Queue Length 50th (ft) 130 221 232 107 352 102Queue Length 95th (ft) 179 #441 #428 248 m455 m153Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 696 487 309 2030 1322 723Starvation Cap Reductn 0 100000Spillback Cap Reductn 000000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.45 0.96 0.90 0.41 0.75 0.50Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues14: El Camino Real & Cherry Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 102 187 14 12 71 1008 6 33 1428v/c Ratio 0.29 0.35 0.04 0.02 0.47 0.49 0.01 0.26 0.54Control Delay 19.2 3.8 12.7 0.1 45.3 15.3 0.0 33.9 20.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.2 3.8 12.7 0.1 45.3 15.3 0.0 33.9 20.0Queue Length 50th (ft) 42 0 5 0 48 44 0 15 156Queue Length 95th (ft) 50 29 12 0 75 #343 m0 m19 m#425Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180Base Capacity (vph) 663 845 763 805 150 2068 945 126 2631Starvation Cap Reductn 000000000Spillback Cap Reductn 000000000Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.15 0.22 0.02 0.01 0.47 0.49 0.01 0.26 0.54Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1212
Queues
22: El Camino Real & Arroyo Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 9Lane Group EBL EBR NBL NBT SBTLane Group Flow (vph) 197 168 41 970 1564v/c Ratio 0.55 0.37 0.27 0.40 0.52Control Delay 29.4 5.7 21.3 3.6 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 29.4 5.7 21.3 3.6 4.8Queue Length 50th (ft) 80 0 23 34 22Queue Length 95th (ft) 106 35 m27 m94 45Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225Base Capacity (vph) 653 695 154 2407 3009Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.30 0.24 0.27 0.40 0.52Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues29: Laurel Street & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 54 663 38 464 294 184v/c Ratio 0.45 0.53 0.38 0.39 0.86 0.91Control Delay 73.3 15.5 98.1 11.0 73.1 93.8Queue Delay 0.0 1.2 0.0 1.3 0.0 0.0Total Delay 73.3 16.7 98.1 12.3 73.2 93.9Queue Length 50th (ft) 47 295 37 118 248 158Queue Length 95th (ft) 94 511 m49 m142 332 238Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 142 1246 113 1192 498 294Starvation Cap Reductn 0 0 0 503 0 0Spillback Cap Reductn 0 3550021Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.38 0.74 0.34 0.67 0.59 0.63Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1213
Queues
30: El Camino Real & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 789 690 239 85 800 272 696 924v/c Ratio 0.97 0.90 0.45 0.64 0.95 0.47 1.01 0.51Control Delay 70.1 68.9 8.1 83.9 74.1 7.7 76.8 37.2Queue Delay 40.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 110.3 68.9 8.1 83.9 74.1 7.7 76.8 37.2Queue Length 50th (ft) 382 324 0 76 381 1 ~319 282Queue Length 95th (ft) #503 #432 71 134 #509 76 #454 360Internal Link Dist (ft) 276 932 1355 528Turn Bay Length (ft) 260 285 325Base Capacity (vph) 810 766 531 164 839 581 686 1823Starvation Cap Reductn 119 0000000Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.14 0.90 0.45 0.52 0.95 0.47 1.01 0.51Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Queues3: Laurel Street & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 407 643 209 117v/c Ratio 0.43 0.65 0.73 0.91Control Delay 47.9 7.1 37.9 107.5Queue Delay 0.0 0.8 0.5 0.7Total Delay 47.9 7.9 38.4 108.2Queue Length 50th (ft) 178 51 69 85Queue Length 95th (ft) 240 m39 159 #180Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 946 985 402 203Starvation Cap Reductn 0 126 0 0Spillback Cap Reductn 35 0 34 10Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.45 0.75 0.57 0.61Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1214
Queues
4: El Camino Real & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 588 692 585 411 30 1024 451 277 967v/c Ratio 0.90 0.66 1.03 0.70 0.64 0.96 0.40 0.85 0.72Control Delay 104.2 48.8 94.9 33.4 108.2 61.8 5.5 89.2 43.6Queue Delay 3.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 107.6 49.3 94.9 33.4 108.2 61.8 5.5 89.2 43.6Queue Length 50th (ft) 282 304 ~609 215 30 474 27 140 431Queue Length 95th (ft) 346 374 #846 346 m#63 #661 32 #237 525Internal Link Dist (ft) 308 1240 576 1377Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 719 1050 570 587 47 1072 1123 326 1348Starvation Cap Reductn 6800000000Spillback Cap Reductn 0 880000000Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.90 0.72 1.03 0.70 0.64 0.96 0.40 0.85 0.72Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues5: Chestnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 992 28 1220 83 19v/c Ratio 0.38 0.07 0.44 0.32 0.08Control Delay 5.0 4.8 3.9 17.8 20.2Queue Delay 0.0 0.0 0.1 0.0 0.0Total Delay 5.0 4.8 4.0 17.8 20.2Queue Length 50th (ft) 49 1 35 18 6Queue Length 95th (ft) 203 m15 193 42 18Internal Link Dist (ft) 969 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2643 400 2797 558 576Starvation Cap Reductn 0 0 492 0 0Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.38 0.07 0.53 0.15 0.03Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1215
Queues
6: Elm Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 215 788 52 822 238 45 107 301v/c Ratio 0.59 0.36 0.14 0.37 0.64 0.10 0.23 0.60Control Delay 17.3 4.8 6.4 5.4 32.8 5.8 21.5 18.1Queue Delay 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0Total Delay 17.3 4.9 6.4 5.5 32.8 5.8 21.5 18.1Queue Length 50th (ft) 50 73 7 59 112 0 44 77Queue Length 95th (ft) #120 17 17 79 148 19 67 125Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 364 2185 377 2242 545 628 687 675Starvation Cap Reductn 0 455 0 5070000Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.59 0.46 0.14 0.47 0.44 0.07 0.16 0.45Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Queues7: Walnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 5Lane Group EBL EBT WBT NBT SBTLane Group Flow (vph) 47 686 776 207 186v/c Ratio 0.12 0.30 0.38 0.62 0.45Control Delay 4.8 3.8 4.5 29.0 18.7Queue Delay 0.0 0.1 0.1 0.0 0.0Total Delay 4.8 3.9 4.6 29.0 18.7Queue Length 50th (ft) 4 28 32 82 56Queue Length 95th (ft) 11 44 59 121 90Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110Base Capacity (vph) 407 2315 2066 558 671Starvation Cap Reductn 0 558 305 0 0Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.12 0.39 0.44 0.37 0.28Intersection Summary January 26, 2026 Packet Pg. 1216
Queues
8: Laurel Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 6Lane Group EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 768 749 30 100 107 93v/c Ratio 0.41 0.39 0.09 0.20 0.23 0.20Control Delay 5.8 8.7 20.3 13.1 22.2 5.9Queue Delay 0.1 0.2 0.0 0.0 0.0 0.0Total Delay 5.8 8.9 20.3 13.1 22.2 5.9Queue Length 50th (ft) 55 98 10 19 39 0Queue Length 95th (ft) 77 137 30 53 77 31Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 70 100Base Capacity (vph) 1877 1901 416 602 571 568Starvation Cap Reductn 181 4790000Spillback Cap Reductn 000000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.45 0.53 0.07 0.17 0.19 0.16Intersection Summary Queues9: El Camino Real & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 348 354 270 1263 1214 453v/c Ratio 0.61 0.95 0.92 0.55 0.74 0.54Control Delay 62.6 70.9 93.2 11.8 26.9 10.3Queue Delay 0.0 1.1 0.0 0.1 0.2 0.2Total Delay 62.6 72.0 93.2 11.9 27.0 10.4Queue Length 50th (ft) 161 208 241 262 461 185Queue Length 95th (ft) 214 #396 #437 546 #724 m285Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 627 394 296 2314 1648 838Starvation Cap Reductn 0 5 0 147 61 50Spillback Cap Reductn 000000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.56 0.91 0.91 0.58 0.76 0.57Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1217
Queues
14: El Camino Real & Cherry Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 183 163 16 28 114 1275 7 24 1483v/c Ratio 0.76 0.43 0.06 0.09 0.67 0.50 0.01 0.28 0.47Control Delay 76.4 21.9 46.9 0.6 88.2 6.1 0.1 43.5 4.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 76.4 21.9 46.9 0.6 88.2 6.1 0.1 43.5 4.6Queue Length 50th (ft) 164 45 13 0 107 107 0 21 95Queue Length 95th (ft) 249 113 33 0 155 368 m0 m27 112Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180Base Capacity (vph) 370 517 426 479 265 2525 1104 100 3170Starvation Cap Reductn 0 0 0 0 0 0 0 0 389Spillback Cap Reductn 0 0 0 1 0 74 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.49 0.32 0.04 0.06 0.43 0.52 0.01 0.24 0.53Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues22: El Camino Real & Arroyo Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 9Lane Group EBL EBR NBL NBT SBTLane Group Flow (vph) 142 135 78 1390 1507v/c Ratio 0.38 0.30 0.46 0.58 0.54Control Delay 26.0 5.4 38.0 16.4 13.0Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 5.4 38.0 16.4 13.0Queue Length 50th (ft) 63 0 45 410 136Queue Length 95th (ft) 87 34 m53 m424 437Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225Base Capacity (vph) 600 636 177 2400 2803Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.24 0.21 0.44 0.58 0.54Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1218
Queues
29: Laurel Street & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 48 492 115 805 447 277v/c Ratio 0.63 0.54 0.69 0.80 0.97 0.56Control Delay 104.0 29.8 94.1 13.2 82.3 43.0Queue Delay 0.0 0.3 0.0 3.3 0.0 0.0Total Delay 104.0 30.0 94.1 16.6 82.3 43.0Queue Length 50th (ft) 47 333 118 168 411 205Queue Length 95th (ft) #103 483 m117 m154 #608 295Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 86 913 217 1007 505 542Starvation Cap Reductn 0 0 0 122 0 0Spillback Cap Reductn 0 840000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.56 0.59 0.53 0.91 0.89 0.51Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues30: El Camino Real & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 550 1230 378 115 1081 179 452 1072v/c Ratio 0.86 1.15 0.60 0.78 1.11 0.34 1.02 0.66Control Delay 58.4 124.7 21.5 100.2 113.1 15.2 113.0 40.1Queue Delay 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.2Total Delay 60.6 124.7 21.5 100.2 113.1 15.2 113.0 40.3Queue Length 50th (ft) 276 ~742 127 110 ~634 37 ~255 187Queue Length 95th (ft) m336 #883 242 #212 #772 104 #402 328Internal Link Dist (ft) 276 932 1355 528Turn Bay Length (ft) 260 285 325Base Capacity (vph) 717 1069 631 157 974 522 444 1621Starvation Cap Reductn 740000000Spillback Cap Reductn 0 7 0 0 0 0 0 115Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.86 1.16 0.60 0.73 1.11 0.34 1.02 0.71Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1219
Queues
3: Laurel Street & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 790 592 224 133v/c Ratio 0.81 0.66 0.56 1.14Control Delay 54.3 15.0 15.2 170.8Queue Delay 1.4 1.3 0.0 0.0Total Delay 55.7 16.3 15.2 170.8Queue Length 50th (ft) 352 147 21 ~125Queue Length 95th (ft) 432 m189 98 #236Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 981 893 468 152Starvation Cap Reductn 0 134 0 0Spillback Cap Reductn 69030Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.87 0.78 0.48 0.88Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues4: El Camino Real & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 1021 535 514 261 6 679 363 292 851v/c Ratio 0.99 0.55 0.97 0.50 0.12 0.91 0.42 0.91 0.76Control Delay 49.1 44.9 81.6 24.1 75.8 74.9 10.4 94.2 47.6Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2Total Delay 49.4 44.9 81.6 24.1 75.8 74.9 10.4 94.2 47.7Queue Length 50th (ft) 163 213 464 99 6 343 42 138 355Queue Length 95th (ft) #613 272 #694 187 m12 #433 50 #225 #472Internal Link Dist (ft) 308 1310 576 1771Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 1028 978 530 527 50 750 856 321 1120Starvation Cap Reductn 100000000Spillback Cap Reductn 0 0 0 0 0 0 0 0 21Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.99 0.55 0.97 0.50 0.12 0.91 0.42 0.91 0.77Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1220
Queues
5: Chestnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 1559 21 928 255 47v/c Ratio 0.66 0.14 0.37 0.82 0.13Control Delay 11.5 7.8 5.6 59.5 21.5Queue Delay 0.1 0.0 0.3 0.0 0.0Total Delay 11.6 7.8 5.9 59.5 21.5Queue Length 50th (ft) 278 3 90 167 16Queue Length 95th (ft) 461 m14 148 238 43Internal Link Dist (ft) 1189 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2373 153 2501 424 476Starvation Cap Reductn 0 0 829 0 0Spillback Cap Reductn 810000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.68 0.14 0.56 0.60 0.10Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues6: Elm Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 471 1089 38 593 165 46 91 265v/c Ratio 0.81 0.42 0.12 0.22 0.74 0.16 0.30 0.56Control Delay 16.1 0.8 4.9 3.7 61.5 10.6 40.5 8.8Queue Delay 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0Total Delay 16.1 1.0 4.9 3.9 61.5 10.6 40.5 8.8Queue Length 50th (ft) 56 11 5 38 114 0 58 0Queue Length 95th (ft) #537 15 21 92 161 28 91 61Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 580 2614 330 2682 380 471 508 626Starvation Cap Reductn 0 603 0 12110000Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.81 0.54 0.12 0.40 0.43 0.10 0.18 0.42Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

January 26, 2026 Packet Pg. 1221
Queues
7: Walnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 5Lane Group EBL EBT EBR WBL WBT NBT SBTLane Group Flow (vph) 173 813 48 22 534 107 182v/c Ratio 0.29 0.57 0.05 0.05 0.39 0.45 0.55Control Delay 1.9 2.8 0.1 5.0 4.9 38.9 26.0Queue Delay 0.0 0.0 0.0 0.0 0.3 0.0 0.0Total Delay 1.9 2.8 0.1 5.0 5.2 38.9 26.0Queue Length 50th (ft) 2 7 0 2 62 62 63Queue Length 95th (ft) 8 31 1 11 129 101 m115Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110 100Base Capacity (vph) 592 1418 1064 405 1384 380 486Starvation Cap Reductn 0 23 0 0 347 0 0Spillback Cap Reductn 0300000Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.29 0.58 0.05 0.05 0.51 0.28 0.37Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues8: Laurel Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 6Lane Group EBL EBT WBL WBT NBL NBT SBT SBRLane Group Flow (vph) 148 761 54 486 28 80 66 54v/c Ratio 0.23 0.55 0.12 0.33 0.13 0.25 0.23 0.18Control Delay 2.1 2.7 5.7 5.8 36.3 20.7 38.5 10.8Queue Delay 0.0 0.1 0.0 0.9 0.0 0.0 0.0 0.0Total Delay 2.1 2.8 5.7 6.7 36.3 20.7 38.5 10.8Queue Length 50th (ft) 12 62 11 122 16 21 38 0Queue Length 95th (ft) 13 47 26 174 41 62 76 33Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 100 100 70 100Base Capacity (vph) 650 1395 462 1454 307 421 399 398Starvation Cap Reductn 0 74 0 659 0 0 0 0Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.23 0.58 0.12 0.61 0.09 0.19 0.17 0.14Intersection Summary January 26, 2026 Packet Pg. 1222
Queues
9: El Camino Real & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 210 458 278 827 985 244v/c Ratio 0.45 0.88 0.94 0.46 0.90 0.42Control Delay 50.0 48.9 74.5 8.1 50.1 16.8Queue Delay 0.9 3.4 0.0 0.0 0.0 0.0Total Delay 50.9 52.4 74.5 8.1 50.1 16.8Queue Length 50th (ft) 171 271 253 104 406 64Queue Length 95th (ft) 257 #501 #432 115 m#492 m95Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 462 523 297 1779 1097 578Starvation Cap Reductn 89 26 0000Spillback Cap Reductn 000000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.56 0.92 0.94 0.46 0.90 0.42Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues14: El Camino Real & Cherry Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 102 187 14 12 71 1008 6 33 1428v/c Ratio 0.44 0.44 0.06 0.04 0.54 0.41 0.01 0.25 0.41Control Delay 55.4 9.1 43.3 0.2 90.8 7.1 0.2 51.0 3.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2Total Delay 55.4 9.1 43.3 0.2 90.8 7.1 0.2 51.0 3.3Queue Length 50th (ft) 77 0 10 0 0 113 0 31 94Queue Length 95th (ft) 134 62 30 0 121 208 m0 m36 130Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180Base Capacity (vph) 356 554 418 456 259 2473 1101 170 3442Starvation Cap Reductn 0 0 0 0 0 0 0 0 992Spillback Cap Reductn 000000000Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.29 0.34 0.03 0.03 0.27 0.41 0.01 0.19 0.58Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1223
Queues
22: El Camino Real & Arroyo Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 9Lane Group EBL EBR NBL NBT SBTLane Group Flow (vph) 197 168 41 970 1564v/c Ratio 0.55 0.37 0.27 0.40 0.52Control Delay 29.4 5.7 20.8 3.1 12.6Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 29.4 5.7 20.8 3.1 12.6Queue Length 50th (ft) 80 0 24 22 196Queue Length 95th (ft) 106 35 m28 m82 521Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225Base Capacity (vph) 653 695 154 2407 3009Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.30 0.24 0.27 0.40 0.52Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues29: Laurel Street & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 54 663 38 464 294 184v/c Ratio 0.45 0.53 0.38 0.39 0.86 0.91Control Delay 73.3 15.5 95.3 10.2 73.1 93.8Queue Delay 0.0 1.5 0.0 1.1 0.0 0.0Total Delay 73.3 17.0 95.3 11.3 73.2 93.9Queue Length 50th (ft) 47 295 37 119 248 158Queue Length 95th (ft) 94 511 m49 m142 332 238Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 142 1246 113 1192 498 294Starvation Cap Reductn 0 0 0 482 0 0Spillback Cap Reductn 0 3780021Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.38 0.76 0.34 0.65 0.59 0.63Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1224
Queues
30: El Camino Real & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos Ave Road Diet Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 789 690 239 85 800 272 696 924v/c Ratio 0.97 0.90 0.45 0.64 0.95 0.47 1.01 0.51Control Delay 70.5 68.9 8.1 83.9 74.1 7.7 70.4 31.6Queue Delay 40.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 110.7 68.9 8.1 83.9 74.1 7.7 70.4 31.6Queue Length 50th (ft) 382 324 0 76 381 1 ~309 289Queue Length 95th (ft) #512 #432 71 134 #509 76 #454 360Internal Link Dist (ft) 276 1537 2907 528Turn Bay Length (ft) 260 285 325Base Capacity (vph) 810 766 531 164 839 581 686 1823Starvation Cap Reductn 119 0000000Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.14 0.90 0.45 0.52 0.95 0.47 1.01 0.51Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Queues3: Laurel Street & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 523 794 209 117v/c Ratio 0.74 0.71 0.73 0.90Control Delay 63.6 8.7 38.9 104.4Queue Delay 0.7 1.2 0.5 0.6Total Delay 64.2 9.9 39.4 105.0Queue Length 50th (ft) 255 100 74 86Queue Length 95th (ft) 322 m100 163 #174Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 703 1111 352 172Starvation Cap Reductn 0 139 0 0Spillback Cap Reductn 37 0 20 4Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.79 0.82 0.63 0.70Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1225
Queues
4: El Camino Real & Holly Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 704 617 660 411 30 966 393 277 967v/c Ratio 0.98 0.53 1.04 0.66 0.64 1.02 0.39 1.02 0.84Control Delay 88.4 41.9 95.3 30.8 102.1 72.4 4.9 125.7 53.5Queue Delay 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.7Total Delay 89.2 42.1 95.3 30.8 102.1 72.4 4.9 125.7 54.2Queue Length 50th (ft) 245 251 ~698 215 27 ~448 22 ~147 462Queue Length 95th (ft) #467 311 #941 340 m#51 #651 39 #244 553Internal Link Dist (ft) 308 1310 576 1771Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 718 1164 632 625 47 943 1000 272 1157Starvation Cap Reductn 300000000Spillback Cap Reductn 0 75 0 0 0 0 0 0 41Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.98 0.57 1.04 0.66 0.64 1.02 0.39 1.02 0.87Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues5: Chestnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 992 28 1220 83 19v/c Ratio 0.37 0.07 0.42 0.35 0.09Control Delay 4.4 3.4 3.0 21.2 23.8Queue Delay 0.0 0.0 0.2 0.0 0.0Total Delay 4.4 3.4 3.1 21.2 23.8Queue Length 50th (ft) 49 1 32 21 7Queue Length 95th (ft) 199 m13 192 49 21Internal Link Dist (ft) 1189 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2713 415 2874 499 511Starvation Cap Reductn 0 0 649 0 0Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.37 0.07 0.55 0.17 0.04Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1226
Queues
6: Elm Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 273 730 52 747 238 45 107 376v/c Ratio 0.65 0.32 0.12 0.32 0.71 0.11 0.25 0.73Control Delay 17.8 4.6 6.6 5.9 42.0 7.0 26.3 22.4Queue Delay 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.0Total Delay 17.8 4.8 6.6 6.1 42.0 7.0 26.3 22.4Queue Length 50th (ft) 68 3 8 72 129 0 51 100Queue Length 95th (ft) #268 28 m23 104 179 23 80 172Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 422 2277 426 2347 471 562 610 654Starvation Cap Reductn 0 596 0 7920000Spillback Cap Reductn 00000000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.65 0.43 0.12 0.48 0.51 0.08 0.18 0.57Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues7: Walnut Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 5Lane Group EBL EBT EBR WBL WBT NBT SBTLane Group Flow (vph) 105 514 56 42 583 207 262v/c Ratio 0.22 0.40 0.05 0.08 0.46 0.84 0.64Control Delay 4.6 4.5 0.4 5.5 6.2 55.2 25.5Queue Delay 0.0 0.2 0.0 0.0 0.2 0.0 0.0Total Delay 4.6 4.7 0.4 5.5 6.3 55.2 25.5Queue Length 50th (ft) 8 42 0 5 71 102 87Queue Length 95th (ft) 20 70 1 16 127 161 142Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110 100Base Capacity (vph) 484 1285 1085 544 1271 392 618Starvation Cap Reductn 0 188 0 0 158 0 0Spillback Cap Reductn 0000000Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.22 0.47 0.05 0.08 0.52 0.53 0.42Intersection Summary January 26, 2026 Packet Pg. 1227
Queues
8: Laurel Street & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 6Lane Group EBL EBT WBL WBT NBL NBT SBT SBRLane Group Flow (vph) 66 586 72 526 30 100 107 93v/c Ratio 0.14 0.50 0.17 0.43 0.11 0.23 0.27 0.23Control Delay 4.7 5.8 8.0 9.0 25.4 16.1 27.8 7.1Queue Delay 0.0 0.2 0.0 1.5 0.0 0.0 0.0 0.0Total Delay 4.7 6.0 8.0 10.4 25.4 16.1 27.8 7.1Queue Length 50th (ft) 9 118 15 135 13 23 47 0Queue Length 95th (ft) m16 94 35 203 34 62 90 35Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 100 100 70 100Base Capacity (vph) 488 1162 425 1227 347 525 500 491Starvation Cap Reductn 0 115 0 4910000Spillback Cap Reductn 00040000Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.14 0.56 0.17 0.71 0.09 0.19 0.21 0.19Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues9: El Camino Real & San Carlos Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 232 354 270 1263 1214 302v/c Ratio 0.50 0.75 0.95 0.64 0.92 0.46Control Delay 55.4 46.2 91.6 26.7 35.5 8.0Queue Delay 0.5 0.1 0.0 0.2 2.4 0.0Total Delay 55.9 46.4 91.6 26.9 37.9 8.0Queue Length 50th (ft) 216 247 229 574 457 83Queue Length 95th (ft) 316 #456 #437 624 m#658 m105Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 465 474 289 1972 1320 655Starvation Cap Reductn 51 4 0 147 47 0Spillback Cap Reductn 000000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.56 0.75 0.93 0.69 0.95 0.46Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1228
Queues
14: El Camino Real & Cherry Street 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 183 163 16 28 114 1275 7 24 1483v/c Ratio 0.76 0.43 0.06 0.09 0.67 0.50 0.01 0.28 0.47Control Delay 76.4 21.9 46.9 0.6 65.4 15.3 0.1 46.2 7.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 76.4 21.9 46.9 0.6 65.4 15.4 0.1 46.2 7.5Queue Length 50th (ft) 164 45 13 0 116 452 0 21 129Queue Length 95th (ft) 249 113 33 0 155 513 m0 m23 161Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180Base Capacity (vph) 370 517 426 479 265 2525 1104 100 3170Starvation Cap Reductn 0 0 0 0 0 0 0 0 398Spillback Cap Reductn 0 0 0 1 0 104 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.49 0.32 0.04 0.06 0.43 0.53 0.01 0.24 0.53Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues22: El Camino Real & Arroyo Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 9Lane Group EBL EBR NBL NBT SBTLane Group Flow (vph) 142 135 78 1390 1507v/c Ratio 0.38 0.30 0.46 0.58 0.54Control Delay 26.0 5.4 35.6 14.0 10.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 5.4 35.6 14.0 10.7Queue Length 50th (ft) 63 0 38 345 131Queue Length 95th (ft) 87 34 m45 m360 394Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225Base Capacity (vph) 600 636 177 2400 2803Starvation Cap Reductn 00000Spillback Cap Reductn 00000Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.24 0.21 0.44 0.58 0.54Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1229
Queues
29: Laurel Street & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 48 492 115 805 447 277v/c Ratio 0.63 0.54 0.69 0.80 0.97 0.56Control Delay 104.0 29.8 95.1 13.0 82.3 43.0Queue Delay 0.0 0.2 0.0 3.5 0.0 0.0Total Delay 104.0 30.0 95.1 16.5 82.3 43.0Queue Length 50th (ft) 47 333 119 172 411 205Queue Length 95th (ft) #103 483 m117 m155 #608 295Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 86 913 217 1007 505 542Starvation Cap Reductn 0 0 0 125 0 0Spillback Cap Reductn 0 810000Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.56 0.59 0.53 0.91 0.89 0.51Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues30: El Camino Real & Brittan Avenue 10/18/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos Ave Road Diet Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 550 1230 378 115 1081 179 452 1072v/c Ratio 0.86 1.15 0.60 0.78 1.11 0.34 1.02 0.66Control Delay 58.2 124.7 21.5 100.2 113.1 15.2 99.2 46.5Queue Delay 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.2Total Delay 60.4 124.7 21.5 100.2 113.1 15.2 99.2 46.7Queue Length 50th (ft) 276 ~742 127 110 ~634 37 ~255 360Queue Length 95th (ft) m336 #883 242 #212 #772 104 #404 363Internal Link Dist (ft) 276 1537 2907 528Turn Bay Length (ft) 260 285 325Base Capacity (vph) 717 1069 631 157 974 522 444 1621Starvation Cap Reductn 740000000Spillback Cap Reductn 0 7 0 0 0 0 0 95Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.86 1.16 0.60 0.73 1.11 0.34 1.02 0.70Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1230
Queues
3: Laurel Street & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 790 592 224 133v/c Ratio 0.81 0.66 0.56 1.14Control Delay 54.3 15.0 15.2 170.8Queue Delay 1.4 1.3 0.0 0.0Total Delay 55.7 16.3 15.2 170.8Queue Length 50th (ft) 352 147 21 ~125Queue Length 95th (ft) 432 m189 98 #236Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 981 893 468 152Starvation Cap Reductn 0 134 0 0Spillback Cap Reductn 69 0 3 0Storage Cap Reductn 0000Reduced v/c Ratio 0.87 0.78 0.48 0.88Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues4: El Camino Real & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 1021 535 514 261 6 679 363 292 851v/c Ratio 0.99 0.55 0.97 0.50 0.12 0.91 0.42 0.91 0.76Control Delay 49.1 44.9 81.6 24.1 76.7 72.8 10.6 94.2 47.6Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2Total Delay 49.4 44.9 81.6 24.1 76.7 72.8 10.6 94.2 47.7Queue Length 50th (ft) 163 213 464 99 5 306 32 138 355Queue Length 95th (ft) #613 272 #694 187 m12 #424 67 #225 #472Internal Link Dist (ft) 308 1310 576 1771Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 1028 978 530 527 50 750 856 321 1120Starvation Cap Reductn 100000000Spillback Cap Reductn 0 0 0 0 0 0 0 0 21Storage Cap Reductn 000000000Reduced v/c Ratio 0.99 0.55 0.97 0.50 0.12 0.91 0.42 0.91 0.77Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1231
Queues
5: Chestnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 1559 21 928 255 47v/c Ratio 0.66 0.14 0.38 0.81 0.13Control Delay 11.2 7.9 5.6 54.0 19.6Queue Delay 0.0 0.0 0.2 0.0 0.0Total Delay 11.2 7.9 5.8 54.0 19.6Queue Length 50th (ft) 256 3 81 149 14Queue Length 95th (ft) 431 m14 145 218 40Internal Link Dist (ft) 1162 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2347 148 2473 429 477Starvation Cap Reductn 0 0 760 0 0Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.66 0.14 0.54 0.59 0.10Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues6: Elm Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 471 1089 38 593 165 46 91 265v/c Ratio 0.83 0.43 0.12 0.23 0.68 0.15 0.29 0.54Control Delay 18.0 0.9 5.2 3.9 50.9 9.4 35.6 8.1Queue Delay 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0Total Delay 18.0 1.0 5.2 4.1 50.9 9.4 35.6 8.1Queue Length 50th (ft) 48 10 4 33 102 0 52 0Queue Length 95th (ft) #267 14 19 82 142 25 81 56Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 569 2558 321 2623 432 514 559 663Starvation Cap Reductn 0 559 0 1110 0000Spillback Cap Reductn 01000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.83 0.54 0.12 0.39 0.38 0.09 0.16 0.40Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

January 26, 2026 Packet Pg. 1232
Queues
7: Walnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 5Lane Group EBL EBT EBR WBL WBT NBT SBTLane Group Flow (vph) 173 813 48 22 534 107 182v/c Ratio 0.30 0.59 0.05 0.06 0.40 0.40 0.51Control Delay 2.5 3.4 0.1 5.0 4.8 31.9 20.1Queue Delay 0.0 0.0 0.0 0.0 0.3 0.0 0.0Total Delay 2.5 3.4 0.1 5.0 5.1 31.9 20.1Queue Length 50th (ft) 3 16 0 2 46 55 49Queue Length 95th (ft) 11 40 1 9 108 88 m94Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110 100Base Capacity (vph) 569 1378 1046 381 1346 428 520Starvation Cap Reductn 0 0 0 0 290 0 0Spillback Cap Reductn 0000000Storage Cap Reductn 0000000Reduced v/c Ratio 0.30 0.59 0.05 0.06 0.51 0.25 0.35Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues8: Laurel Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 6Lane Group EBL EBT WBL WBT NBL NBT SBT SBRLane Group Flow (vph) 148 761 54 486 28 80 66 54v/c Ratio 0.23 0.56 0.12 0.34 0.11 0.23 0.21 0.16Control Delay 3.4 3.9 6.4 6.4 31.1 17.9 32.9 9.6Queue Delay 0.0 0.1 0.0 0.8 0.0 0.0 0.0 0.0Total Delay 3.4 4.0 6.4 7.2 31.1 17.9 32.9 9.6Queue Length 50th (ft) 16 93 11 122 14 18 33 0Queue Length 95th (ft) 21 77 27 178 37 55 68 30Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 100 100 70 100Base Capacity (vph) 630 1362 437 1416 326 445 425 419Starvation Cap Reductn 0 68 0 595 0000Spillback Cap Reductn 00000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.23 0.59 0.12 0.59 0.09 0.18 0.16 0.13Intersection Summary January 26, 2026 Packet Pg. 1233
Queues
9: El Camino Real & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 210 458 278 827 985 244v/c Ratio 0.54 0.97 0.94 0.43 0.79 0.38Control Delay 54.3 67.2 73.9 7.5 43.5 18.3Queue Delay 2.4 14.1 0.0 0.0 0.0 0.0Total Delay 56.7 81.4 73.9 7.5 43.5 18.3Queue Length 50th (ft) 171 271 268 97 267 64Queue Length 95th (ft) 257 #501 #429 121 m#492 m116Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 390 471 297 1923 1241 634Starvation Cap Reductn 89 260000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.70 1.03 0.94 0.43 0.79 0.38Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues14: El Camino Real & Cherry Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 102 187 14 12 71 1008 6 33 1334 94v/c Ratio 0.44 0.44 0.06 0.04 0.54 0.40 0.01 0.35 0.55 0.09Control Delay 55.4 9.1 43.3 0.2 90.5 2.6 0.0 47.8 2.3 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0Total Delay 55.4 9.1 43.3 0.2 90.5 2.6 0.0 47.8 2.5 0.3Queue Length 50th (ft) 77 0 10 0 67 54 0 31 57 0Queue Length 95th (ft) 134 62 30 0 121 71 m0 m38 m100 m2Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180 100Base Capacity (vph) 319 517 375 416 183 2549 1133 107 2427 1035Starvation Cap Reductn 0 0 0 0 0 0 0 0 332 0Spillback Cap Reductn 0000000000Storage Cap Reductn 0000000000Reduced v/c Ratio 0.32 0.36 0.04 0.03 0.39 0.40 0.01 0.31 0.64 0.09Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1234
Queues
22: El Camino Real & Arroyo Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 9Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 197 168 41 970 1453 111v/c Ratio 0.76 0.47 0.34 0.35 0.57 0.10Control Delay 75.6 16.2 79.7 2.4 4.0 1.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 75.6 16.2 79.7 2.4 4.0 1.0Queue Length 50th (ft) 176 22 38 20 68 0Queue Length 95th (ft) 250 87 m50 m20 125 6Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225 100Base Capacity (vph) 390 465 132 2810 2527 1099Starvation Cap Reductn 000000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.51 0.36 0.31 0.35 0.57 0.10Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues29: Laurel Street & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 54 663 38 464 294 184v/c Ratio 0.45 0.53 0.38 0.39 0.86 0.91Control Delay 73.3 15.5 100.3 10.2 73.1 93.8Queue Delay 0.0 1.3 0.0 1.2 0.0 0.0Total Delay 73.3 16.8 100.3 11.4 73.2 93.9Queue Length 50th (ft) 47 295 37 102 248 158Queue Length 95th (ft) 94 511 m50 m128 332 238Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 142 1246 113 1192 498 294Starvation Cap Reductn 0 0 0 486 0 0Spillback Cap Reductn 0 363 0021Storage Cap Reductn 000000Reduced v/c Ratio 0.38 0.75 0.34 0.66 0.59 0.63Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1235
Queues
30: El Camino Real & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportAM Future 2045 with San Carlos + ECR Road Diets Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 789 690 239 85 800 272 696 858 66v/c Ratio 0.97 0.90 0.45 0.64 0.95 0.47 1.01 0.67 0.11Control Delay 70.2 68.9 8.1 83.9 74.1 7.7 72.6 42.4 10.1Queue Delay 40.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 110.3 68.9 8.1 83.9 74.1 7.7 72.6 42.4 10.1Queue Length 50th (ft) 382 324 0 76 381 1 ~324 423 12Queue Length 95th (ft) #505 #432 71 134 #509 76 #461 482 m45Internal Link Dist (ft) 276 1511 2862 528Turn Bay Length (ft) 260 285 325 100Base Capacity (vph) 810 766 531 164 839 581 686 1281 594Starvation Cap Reductn 119 00000000Spillback Cap Reductn 000000000Storage Cap Reductn 000000000Reduced v/c Ratio 1.14 0.90 0.45 0.52 0.95 0.47 1.01 0.67 0.11Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues3: Laurel Street & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 1Lane Group EBT WBT NBT SBTLane Group Flow (vph) 523 794 209 117v/c Ratio 0.74 0.71 0.73 0.90Control Delay 63.6 8.7 38.9 104.4Queue Delay 0.7 1.2 0.5 0.6Total Delay 64.2 9.9 39.4 105.0Queue Length 50th (ft) 255 100 74 86Queue Length 95th (ft) 322 m100 163 #174Internal Link Dist (ft) 292 308 573 231Turn Bay Length (ft)Base Capacity (vph) 703 1111 352 172Starvation Cap Reductn 0 139 0 0Spillback Cap Reductn 37 0 20 4Storage Cap Reductn 0000Reduced v/c Ratio 0.79 0.82 0.63 0.70Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1236
Queues
4: El Camino Real & Holly Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 2Lane Group EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 704 617 660 411 30 966 393 277 967v/c Ratio 0.98 0.53 1.04 0.66 0.64 1.02 0.39 1.02 0.84Control Delay 88.4 41.9 95.3 30.8 103.9 75.5 5.5 125.7 53.5Queue Delay 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.7Total Delay 89.2 42.1 95.3 30.8 103.9 75.5 5.5 125.7 54.2Queue Length 50th (ft) 245 251 ~698 215 28 ~447 14 ~147 462Queue Length 95th (ft) #467 311 #941 340 m#55 #651 46 #244 553Internal Link Dist (ft) 308 1310 576 1771Turn Bay Length (ft) 75 150 150 475 200Base Capacity (vph) 718 1164 632 625 47 943 1000 272 1157Starvation Cap Reductn 300000000Spillback Cap Reductn 0 75 0 0 0 0 0 0 41Storage Cap Reductn 000000000Reduced v/c Ratio 0.98 0.57 1.04 0.66 0.64 1.02 0.39 1.02 0.87Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues5: Chestnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 3Lane Group EBT WBL WBT NBT SBTLane Group Flow (vph) 992 28 1220 83 19v/c Ratio 0.37 0.07 0.42 0.35 0.09Control Delay 4.4 3.6 3.2 21.2 23.8Queue Delay 0.0 0.0 0.2 0.0 0.0Total Delay 4.4 3.6 3.3 21.2 23.8Queue Length 50th (ft) 49 1 32 21 7Queue Length 95th (ft) 199 m13 202 49 21Internal Link Dist (ft) 1162 295 574 281Turn Bay Length (ft) 80Base Capacity (vph) 2713 415 2874 499 511Starvation Cap Reductn 0 0 662 0 0Spillback Cap Reductn 00000Storage Cap Reductn 00000Reduced v/c Ratio 0.37 0.07 0.55 0.17 0.04Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1237
Queues
6: Elm Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 4Lane Group EBL EBT WBL WBT NBT NBR SBT SBRLane Group Flow (vph) 273 730 52 747 238 45 107 376v/c Ratio 0.65 0.32 0.12 0.32 0.71 0.11 0.25 0.73Control Delay 17.8 4.6 6.5 5.8 42.0 7.0 26.3 22.4Queue Delay 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.0Total Delay 17.8 4.7 6.5 6.0 42.0 7.0 26.3 22.4Queue Length 50th (ft) 73 1 7 72 129 0 51 100Queue Length 95th (ft) #268 25 m23 105 179 23 80 172Internal Link Dist (ft) 295 291 581 569Turn Bay Length (ft) 150 110 140 140Base Capacity (vph) 422 2277 426 2347 471 562 610 654Starvation Cap Reductn 0 596 0 792 0000Spillback Cap Reductn 00000000Storage Cap Reductn 00000000Reduced v/c Ratio 0.65 0.43 0.12 0.48 0.51 0.08 0.18 0.57Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues7: Walnut Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 5Lane Group EBL EBT EBR WBL WBT NBT SBTLane Group Flow (vph) 105 514 56 42 583 207 262v/c Ratio 0.22 0.40 0.05 0.08 0.46 0.84 0.64Control Delay 4.2 4.1 0.3 5.5 6.1 55.2 25.5Queue Delay 0.0 0.2 0.0 0.0 0.2 0.0 0.0Total Delay 4.2 4.3 0.3 5.5 6.3 55.2 25.5Queue Length 50th (ft) 7 36 0 5 68 102 87Queue Length 95th (ft) 18 63 0 16 123 161 142Internal Link Dist (ft) 291 293 575 588Turn Bay Length (ft) 110 100Base Capacity (vph) 484 1285 1085 544 1271 392 618Starvation Cap Reductn 0 188 0 0 158 0 0Spillback Cap Reductn 0000000Storage Cap Reductn 0000000Reduced v/c Ratio 0.22 0.47 0.05 0.08 0.52 0.53 0.42Intersection Summary January 26, 2026 Packet Pg. 1238
Queues
8: Laurel Street & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 6Lane Group EBL EBT WBL WBT NBL NBT SBT SBRLane Group Flow (vph) 66 586 72 526 30 100 107 93v/c Ratio 0.14 0.50 0.17 0.43 0.11 0.23 0.27 0.23Control Delay 4.7 5.9 8.0 9.0 25.4 16.1 27.8 7.1Queue Delay 0.0 0.2 0.0 1.5 0.0 0.0 0.0 0.0Total Delay 4.7 6.1 8.0 10.4 25.4 16.1 27.8 7.1Queue Length 50th (ft) 9 79 15 135 13 23 47 0Queue Length 95th (ft) m16 97 35 203 34 62 90 35Internal Link Dist (ft) 293 291 578 573Turn Bay Length (ft) 100 100 70 100Base Capacity (vph) 488 1162 425 1227 347 525 500 491Starvation Cap Reductn 0 115 0 491 0000Spillback Cap Reductn 00080000Storage Cap Reductn 00000000Reduced v/c Ratio 0.14 0.56 0.17 0.71 0.09 0.19 0.21 0.19Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues9: El Camino Real & San Carlos Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 7Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 232 354 270 1263 1214 302v/c Ratio 0.67 0.93 0.92 0.57 0.79 0.41Control Delay 67.2 70.4 85.2 21.6 24.2 6.1Queue Delay 3.4 1.2 0.0 0.1 0.2 0.0Total Delay 70.5 71.6 85.2 21.7 24.4 6.1Queue Length 50th (ft) 216 247 229 562 447 89Queue Length 95th (ft) 316 #456 #437 637 m#658 m105Internal Link Dist (ft) 291 573 576Turn Bay Length (ft) 40 240 190Base Capacity (vph) 344 382 296 2212 1546 741Starvation Cap Reductn 51 4 0 147 47 0Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.79 0.94 0.91 0.61 0.81 0.41Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1239
Queues
14: El Camino Real & Cherry Street 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 8Lane Group EBT EBR WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 183 163 16 28 114 1275 7 24 1312 171v/c Ratio 0.76 0.44 0.06 0.09 0.67 0.50 0.01 0.31 0.58 0.19Control Delay 76.8 23.4 47.0 0.6 65.4 11.9 0.1 45.3 5.0 2.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0Total Delay 76.8 23.4 47.0 0.6 65.4 12.0 0.1 45.3 5.1 2.0Queue Length 50th (ft) 164 49 13 0 116 356 0 22 131 14Queue Length 95th (ft) 249 118 34 0 155 462 m0 m27 m148 m21Internal Link Dist (ft) 306 156 678 573Turn Bay Length (ft) 65 25 120 265 180 100Base Capacity (vph) 326 464 375 430 241 2541 1111 88 2273 917Starvation Cap Reductn 0 0 0 0 0 0 0 0 148 0Spillback Cap Reductn 0 0 0 1 0 88 0 0 0 0Storage Cap Reductn 0000000000Reduced v/c Ratio 0.56 0.35 0.04 0.07 0.47 0.52 0.01 0.27 0.62 0.19Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

Queues22: El Camino Real & Arroyo Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 9Lane Group EBL EBR NBL NBT SBT SBRLane Group Flow (vph) 142 135 78 1390 1336 171v/c Ratio 0.38 0.30 0.55 0.58 0.65 0.19Control Delay 26.0 5.4 37.6 12.4 19.2 4.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 5.4 37.6 12.4 19.2 4.0Queue Length 50th (ft) 63 0 33 293 328 13Queue Length 95th (ft) 87 34 m40 m310 604 71Internal Link Dist (ft) 303 550 557Turn Bay Length (ft) 100 225 100Base Capacity (vph) 600 636 141 2400 2042 909Starvation Cap Reductn 000000Spillback Cap Reductn 000000Storage Cap Reductn 000000Reduced v/c Ratio 0.24 0.21 0.55 0.58 0.65 0.19Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1240
Queues
29: Laurel Street & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 10Lane Group EBL EBT WBL WBT NBT SBTLane Group Flow (vph) 48 492 115 805 447 277v/c Ratio 0.63 0.54 0.69 0.80 0.97 0.56Control Delay 104.0 29.8 98.8 14.0 82.3 43.0Queue Delay 0.0 0.2 0.0 3.7 0.0 0.0Total Delay 104.0 30.0 98.8 17.7 82.3 43.0Queue Length 50th (ft) 47 333 119 238 411 205Queue Length 95th (ft) #103 483 m117 m146 #608 295Internal Link Dist (ft) 76 276 558 537Turn Bay Length (ft) 75Base Capacity (vph) 86 913 217 1007 505 542Starvation Cap Reductn 0 0 0 128 0 0Spillback Cap Reductn 0 79 0000Storage Cap Reductn 000000Reduced v/c Ratio 0.56 0.59 0.53 0.92 0.89 0.51Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues30: El Camino Real & Brittan Avenue 10/22/2024San Carlos Downtown Traffic Operations Study Synchro 11 ReportPM Future 2045 with San Carlos + ECR Road Diets Page 11Lane Group EBT WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 550 1230 378 115 1081 179 452 997 75v/c Ratio 0.86 1.15 0.60 0.80 1.11 0.34 1.02 0.87 0.14Control Delay 57.9 124.7 21.5 101.8 113.1 15.2 96.0 61.7 20.6Queue Delay 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 60.2 124.7 21.5 101.8 113.1 15.2 96.0 61.7 20.7Queue Length 50th (ft) 276 ~742 127 112 ~634 37 ~255 531 31Queue Length 95th (ft) m336 #883 242 #247 #772 104 #405 #550 m62Internal Link Dist (ft) 276 1511 2862 528Turn Bay Length (ft) 260 285 325 100Base Capacity (vph) 717 1069 631 144 974 522 444 1143 532Starvation Cap Reductn 74 00000000Spillback Cap Reductn 0 7 0 0 0 0 0 0 60Storage Cap Reductn 000000000Reduced v/c Ratio 0.86 1.16 0.60 0.80 1.11 0.34 1.02 0.87 0.16Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

January 26, 2026 Packet Pg. 1241
D
Draft Downtown San Carlos Traffic Operations Study
October 2025
Appendix D
Travel Time and Speed Model Runs

9.k
January 26, 2026 Packet Pg. 1242

9.k
January 26, 2026 Packet Pg. 1243
SimTraffic Simulation Summary
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 1Summary of All IntervalsRun Number 1234567Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60 60# of Intervals 2222222# of Recorded Intervals 1111111Vehs Entered 5575 5626 5569 5513 5613 5542 5576Vehs Exited 5612 5622 5595 5554 5577 5555 5615Starting Vehs 266 221 260 270 223 245 285Ending Vehs 229 225 234 229 259 232 246Travel Distance (mi) 3211 3205 3157 3158 3167 3145 3204Travel Time (hr) 256.9 252.3 245.2 239.4 247.3 242.5 253.8Total Delay (hr) 138.3 133.7 128.5 122.6 130.1 126.0 134.8Total Stops 13892 14110 13653 13483 13856 13509 14207Fuel Used (gal) 158.0 156.8 154.1 152.2 154.0 151.2 157.2Summary of All IntervalsRun Number 8 9 10 AvgStart Time 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75Time Recorded (min) 60 60 60 60# of Intervals 2222# of Recorded Intervals 1111Vehs Entered 5412 5558 5581 5549Vehs Exited 5434 5583 5556 5571Starting Vehs 232 245 241 220Ending Vehs 210 220 266 203Travel Distance (mi) 3154 3119 3179 3170Travel Time (hr) 239.5 241.2 240.9 245.9Total Delay (hr) 122.8 125.6 123.0 128.5Total Stops 13557 13572 13715 13745Fuel Used (gal) 152.2 151.7 152.7 154.0Interval #0 Information SeedingStart Time 6:45End Time 7:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

SimTraffic Simulation Summary
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 1234567Vehs Entered 5575 5626 5569 5513 5613 5542 5576Vehs Exited 5612 5622 5595 5554 5577 5555 5615Starting Vehs 266 221 260 270 223 245 285Ending Vehs 229 225 234 229 259 232 246Travel Distance (mi) 3211 3205 3157 3158 3167 3145 3204Travel Time (hr) 256.9 252.3 245.2 239.4 247.3 242.5 253.8Total Delay (hr) 138.3 133.7 128.5 122.6 130.1 126.0 134.8Total Stops 13892 14110 13653 13483 13856 13509 14207Fuel Used (gal) 158.0 156.8 154.1 152.2 154.0 151.2 157.2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 8 9 10 AvgVehs Entered 5412 5558 5581 5549Vehs Exited 5434 5583 5556 5571Starting Vehs 232 245 241 220Ending Vehs 210 220 266 203Travel Distance (mi) 3154 3119 3179 3170Travel Time (hr) 239.5 241.2 240.9 245.9Total Delay (hr) 122.8 125.6 123.0 128.5Total Stops 13557 13572 13715 13745Fuel Used (gal) 152.2 151.7 152.7 154.0 January 26, 2026 Packet Pg. 1244
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 18Arterial Level of Service: NB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 23 4.0 20.6 0.1 21 21 4.1Arroyo Avenue 19 6.3 27.4 0.1 19 19 6.3 33 1.8 11.9 0.1 21 21 1.8
Olive Street 15 0.2 4.5 0.0 26 26 0.2
Cherry Street 11 6.4 26.2 0.1 20 20 6.7San Carlos Avenue #1 6 7.6 26.6 0.1 17 17 6.2Walnut Street 7 8.5 19.8 0.1 13 12 9.4Laurel Street 8 7.1 16.8 0.1 15 17 5.2El Camino Real #1 9 47.6 57.7 0.1 4 4 48.1Holly Street 4 13.2 29.8 0.1 15 16 11.6Total 102.6 241.4 1.0 14 15 99.5Arterial Level of Service: NB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 20 4.9 21 3.9 20 4.2 21Arroyo Avenue 20 6.1 19 6.2 19 6.2 19 21 1.7 21 1.9 21 1.8 21
Olive Street 26 0.2 26 0.1 26 0.1 26
Cherry Street 20 6.1 20 6.0 20 6.5 21San Carlos Avenue #1 17 7.5 18 6.1 16 9.1 19Walnut Street 11 10.4 14 6.8 14 6.0 15Laurel Street 16 6.1 14 9.0 15 7.8 15El Camino Real #1 5 44.4 5 45.8 4 46.8 4Holly Street 15 14.1 14 14.6 15 12.8 16Total 15 101.4 15 100.5 15 101.3 15Arterial Level of Service: NB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.8 21 3.9 21 3.9 20 4.0Arroyo Avenue 6.1 19 6.4 19 7.2 19 6.2

1.7 21 1.9 21 1.8 21 1.8
Olive Street 0.2 26 0.2 25 0.2 26 0.1
Cherry Street 6.0 20 6.7 20 6.5 20 6.2San Carlos Avenue #1 4.2 17 6.8 15 9.9 18 6.1Walnut Street 6.3 14 6.4 11 11.7 17 4.9Laurel Street 7.2 18 4.4 15 7.0 16 6.1El Camino Real #1 47.8 5 45.3 4 48.2 4 49.0Holly Street 13.0 16 11.6 14 14.4 14 15.2Total 96.3 15 93.6 14 110.9 15 99.6 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 19Arterial Level of Service: NB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 21 3.6 21 3.9Arroyo Avenue 19 6.0 19 6.4 21 1.7 21 1.8
Olive Street 25 0.4 26 0.2
Cherry Street 20 6.2 19 6.4San Carlos Avenue #1 17 7.5 16 9.6Walnut Street 16 5.4 9 17.1Laurel Street 13 10.7 15 7.4El Camino Real #1 4 51.5 4 49.0Holly Street 15 13.1 16 12.4Total 14 106.1 14 114.3 January 26, 2026 Packet Pg. 1245
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 20Arterial Level of Service: SB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelaySan Carlos Avenue #1 9 10.9 26.7 0.1 17 15 13.1Laurel Street 8 6.4 17.7 0.1 14 14 6.4Walnut Street 7 5.6 15.7 0.1 16 16 5.8Elm Street 6 12.2 22.8 0.1 11 12 10.1Cherry Street 11 6.3 24.3 0.1 19 19 6.0Olive Street 15 1.9 22.2 0.1 23 24 1.9 33 0.1 4.5 0.0 25 25 0.1
Arroyo Avenue 19 6.1 15.7 0.1 16 16 6.2
Morse Boulevard 23 4.0 24.5 0.1 22 21 4.2Brittan Avenue 27 6.7 23.8 0.1 18 17 7.0Total 60.1 197.9 1.0 18 17 60.9Arterial Level of Service: SB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedSan Carlos Avenue #1 16 11.7 18 9.6 18 9.8 17Laurel Street 13 7.6 15 6.0 14 6.4 15Walnut Street 15 7.1 16 5.8 17 5.1 17Elm Street 10 15.4 12 10.2 9 18.0 10Cherry Street 23 4.7 18 6.5 18 6.0 19Olive Street 25 1.9 23 2.0 23 1.9 24 26 0.0 25 0.1 25 0.0 25
Arroyo Avenue 17 5.8 15 6.2 16 5.4 17
Morse Boulevard 21 4.4 22 3.8 20 3.7 22Brittan Avenue 18 6.4 18 6.6 18 5.8 17Total 18 64.9 18 56.9 17 62.2 18Arterial Level of Service: SB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelaySan Carlos Avenue #1 10.6 16 12.2 16 12.6 18 9.3Laurel Street 6.1 14 6.6 14 6.7 14 6.6Walnut Street 4.9 16 5.3 16 6.2 17 5.2Elm Street 12.5 12 9.9 11 12.6 10 13.6Cherry Street 4.2 21 5.0 18 7.5 18 7.8Olive Street 1.7 23 2.0 23 2.0 23 2.2

0.1 25 0.1 26 0.1 25 0.1
Arroyo Avenue 5.2 16 6.3 15 6.5 16 6.4
Morse Boulevard 4.1 22 3.9 21 4.0 22 4.0Brittan Avenue 7.9 18 6.2 18 6.7 17 7.2Total 57.2 18 57.4 17 64.8 17 62.4 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 21Arterial Level of Service: SB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelaySan Carlos Avenue #1 17 10.5 17 10.1Laurel Street 15 5.3 15 5.9Walnut Street 17 4.7 16 5.6Elm Street 11 11.0 14 8.4Cherry Street 22 3.6 18 8.7Olive Street 23 2.0 23 1.7 25 0.1 26 0.0
Arroyo Avenue 16 6.1 16 6.6
Morse Boulevard 24 3.5 22 3.9Brittan Avenue 18 6.9 18 7.2Total 18 53.6 18 58.1 January 26, 2026 Packet Pg. 1246
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 22Arterial Level of Service: NB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 26 3.5 15.6 0.1 27 26 3.6Arroyo Avenue 22 1.9 14.0 0.1 31 31 1.7Olive Street 18 1.3 13.7 0.1 32 32 1.2Cherry Street 14 7.0 21.4 0.1 24 25 6.5San Carlos Avenue #1 9 45.6 60.4 0.1 7 8 44.1Laurel Street 8 5.2 17.8 0.1 14 15 3.9Walnut Street 7 5.6 15.7 0.1 16 16 5.8Elm Street 6 3.7 13.8 0.1 18 18 3.9Chestnut Street 5 6.9 17.2 0.1 15 16 6.0Total 80.7 189.5 0.9 17 18 76.7Arterial Level of Service: NB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 27 3.3 26 3.8 27 3.4 27Arroyo Avenue 31 1.8 30 2.2 31 1.5 31Olive Street 32 1.4 32 1.2 32 1.1 32Cherry Street 24 7.6 26 5.6 26 6.0 25San Carlos Avenue #1 8 41.8 7 46.7 7 48.9 8Laurel Street 15 4.4 15 4.3 14 5.7 14Walnut Street 15 7.1 16 5.8 17 5.1 17Elm Street 18 3.8 18 4.0 19 3.5 18Chestnut Street 14 8.4 15 6.5 15 6.2 14Total 17 79.5 17 80.0 17 81.3 17Arterial Level of Service: NB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.6 27 3.5 26 3.6 27 3.5Arroyo Avenue 1.9 31 1.6 30 2.0 30 2.0Olive Street 1.2 32 1.2 32 1.3 32 1.3Cherry Street 6.6 25 6.3 20 11.7 25 6.3San Carlos Avenue #1 43.3 8 44.1 7 48.8 8 43.7Laurel Street 5.3 14 5.1 13 7.1 14 5.8Walnut Street 4.9 16 5.3 16 6.2 17 5.2Elm Street 4.1 20 2.5 18 3.9 17 4.4Chestnut Street 7.6 14 7.4 14 7.5 16 6.1Total 78.4 18 76.9 16 92.0 17 78.3 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 23Arterial Level of Service: NB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 27 3.5 27 3.0Arroyo Avenue 30 2.0 31 2.0Olive Street 31 1.6 32 1.3Cherry Street 24 7.4 25 6.3San Carlos Avenue #1 7 49.8 7 47.4Laurel Street 15 4.4 13 6.6Walnut Street 17 4.7 16 5.6Elm Street 19 3.6 19 3.5Chestnut Street 15 6.3 15 7.1Total 17 83.3 17 82.7 January 26, 2026 Packet Pg. 1247
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 24Arterial Level of Service: SB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayElm Street #2 6 8.6 18.7 0.1 14 13 9.0Walnut Street 7 4.8 15.0 0.1 17 17 4.7Laurel Street 8 7.1 16.8 0.1 15 17 5.2El Camino Real #1 9 31.5 42.8 0.1 6 7 26.2Cherry Street 14 4.1 20.2 0.1 22 22 4.0Olive Street 18 1.5 16.4 0.1 32 32 1.6Arroyo Avenue 22 10.4 22.5 0.1 19 19 10.6Morse Boulevard 26 2.4 14.8 0.1 29 29 2.4Brittan Avenue 30 30.0 41.5 0.1 10 10 31.0Total 100.5 208.6 0.9 16 16 94.6Arterial Level of Service: SB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedElm Street #2 13 9.6 13 9.0 13 9.7 14Walnut Street 16 5.4 17 5.0 17 4.7 17Laurel Street 16 6.1 14 9.0 15 7.8 15El Camino Real #1 6 31.9 6 34.2 7 25.3 6Cherry Street 24 3.1 20 6.6 23 3.5 22Olive Street 32 1.5 32 1.5 31 1.6 32Arroyo Avenue 22 7.5 18 11.4 20 9.2 21Morse Boulevard 30 2.2 29 2.4 29 2.2 29Brittan Avenue 11 27.9 10 31.5 11 27.3 10Total 16 95.1 15 110.6 16 91.4 16Arterial Level of Service: SB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayElm Street #2 8.0 15 7.0 13 9.2 13 8.9Walnut Street 4.8 18 3.7 16 5.6 17 4.9Laurel Street 7.2 18 4.4 15 7.0 16 6.1El Camino Real #1 33.5 6 31.5 6 34.2 5 36.0Cherry Street 4.4 22 3.8 23 3.6 22 4.6Olive Street 1.6 32 1.4 32 1.5 31 1.7Arroyo Avenue 8.3 19 11.2 19 11.3 18 11.6Morse Boulevard 2.4 29 2.3 29 2.5 28 2.7Brittan Avenue 30.1 10 30.4 10 31.9 11 27.1Total 100.3 16 95.5 15 106.8 15 103.6 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing Page 25Arterial Level of Service: SB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayElm Street #2 15 7.5 14 7.7Walnut Street 18 4.2 16 5.3Laurel Street 13 10.7 15 7.4El Camino Real #1 5 34.8 6 29.6Cherry Street 23 3.4 22 4.3Olive Street 32 1.4 32 1.4Arroyo Avenue 18 11.5 18 11.9Morse Boulevard 29 2.5 29 2.4Brittan Avenue 9 33.5 10 30.0Total 15 109.4 16 100.1 January 26, 2026 Packet Pg. 1248
SimTraffic Simulation Summary
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 1Summary of All IntervalsRun Number 1234567Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60 60# of Intervals 2222222# of Recorded Intervals 1111111Vehs Entered 6006 6010 6158 6225 6000 5941 6071Vehs Exited 5999 5945 6175 6235 6012 5965 6045Starting Vehs 264 255 279 317 276 277 263Ending Vehs 271 320 262 307 264 253 289Travel Distance (mi) 3485 3445 3587 3564 3451 3444 3524Travel Time (hr) 289.2 271.3 310.0 295.7 283.3 273.4 299.7Total Delay (hr) 160.5 143.7 176.8 163.1 155.6 146.1 169.5Total Stops 16038 15599 16939 16712 15920 15838 16281Fuel Used (gal) 173.8 168.9 182.3 178.5 172.2 169.7 177.4Summary of All IntervalsRun Number 8 9 10 AvgStart Time 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75Time Recorded (min) 60 60 60 60# of Intervals 2222# of Recorded Intervals 1111Vehs Entered 6194 6181 6063 6078Vehs Exited 6157 6185 6084 6083Starting Vehs 277 279 286 251Ending Vehs 314 275 265 256Travel Distance (mi) 3601 3577 3528 3521Travel Time (hr) 303.1 287.7 310.7 292.4Total Delay (hr) 170.3 155.8 180.4 162.2Total Stops 16495 16451 16515 16270Fuel Used (gal) 181.4 177.2 181.0 176.2Interval #0 Information SeedingStart Time 6:45End Time 7:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

SimTraffic Simulation Summary
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 1234567Vehs Entered 6006 6010 6158 6225 6000 5941 6071Vehs Exited 5999 5945 6175 6235 6012 5965 6045Starting Vehs 264 255 279 317 276 277 263Ending Vehs 271 320 262 307 264 253 289Travel Distance (mi) 3485 3445 3587 3564 3451 3444 3524Travel Time (hr) 289.2 271.3 310.0 295.7 283.3 273.4 299.7Total Delay (hr) 160.5 143.7 176.8 163.1 155.6 146.1 169.5Total Stops 16038 15599 16939 16712 15920 15838 16281Fuel Used (gal) 173.8 168.9 182.3 178.5 172.2 169.7 177.4Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 8 9 10 AvgVehs Entered 6194 6181 6063 6078Vehs Exited 6157 6185 6084 6083Starting Vehs 277 279 286 251Ending Vehs 314 275 265 256Travel Distance (mi) 3601 3577 3528 3521Travel Time (hr) 303.1 287.7 310.7 292.4Total Delay (hr) 170.3 155.8 180.4 162.2Total Stops 16495 16451 16515 16270Fuel Used (gal) 181.4 177.2 181.0 176.2 January 26, 2026 Packet Pg. 1249
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 18Arterial Level of Service: NB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 23 4.1 20.7 0.1 21 21 3.7Arroyo Avenue 19 5.3 24.7 0.1 21 22 5.1 33 1.8 11.9 0.1 21 21 1.7
Olive Street 15 0.2 4.7 0.0 25 24 0.2
Cherry Street 11 6.7 27.5 0.1 19 19 6.0San Carlos Avenue #1 6 6.1 25.3 0.1 18 20 4.5Walnut Street 7 7.4 18.3 0.1 14 16 5.2Laurel Street 8 9.8 19.3 0.1 13 13 10.6El Camino Real #1 9 47.7 58.1 0.1 4 4 49.0Holly Street 4 27.4 42.8 0.1 10 10 28.2Total 116.6 253.4 1.0 14 14 114.4Arterial Level of Service: NB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 20 4.4 20 4.1 20 4.2 21Arroyo Avenue 22 5.1 23 4.7 21 5.8 21 21 1.8 21 1.8 21 1.7 21
Olive Street 25 0.3 24 0.2 25 0.2 25
Cherry Street 19 6.4 19 6.9 19 6.2 18San Carlos Avenue #1 18 6.4 17 5.9 18 6.0 18Walnut Street 13 8.4 15 5.7 16 5.8 18Laurel Street 15 7.7 13 9.8 13 10.2 12El Camino Real #1 5 44.2 4 49.4 5 46.3 4Holly Street 10 28.9 10 29.3 11 25.5 11Total 14 113.5 14 117.9 14 112.1 14Arterial Level of Service: NB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 4.2 22 3.8 21 3.8 20 4.3Arroyo Avenue 5.6 21 5.3 21 5.2 21 5.9

1.9 21 1.8 21 1.7 21 1.9
Olive Street 0.2 25 0.2 25 0.3 24 0.4
Cherry Street 6.9 18 6.9 19 6.4 19 6.6San Carlos Avenue #1 6.6 18 6.6 18 5.7 17 7.0Walnut Street 3.9 12 9.9 12 9.6 12 11.5Laurel Street 11.4 14 8.8 14 8.8 14 8.5El Camino Real #1 48.4 5 44.7 4 49.1 4 47.2Holly Street 27.2 9 31.8 10 30.5 11 25.2Total 116.2 14 119.7 14 121.3 14 118.7 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 19Arterial Level of Service: NB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 21 4.0 20 4.1Arroyo Avenue 22 4.9 21 5.5 21 1.8 21 1.7
Olive Street 25 0.2 24 0.2
Cherry Street 19 6.9 19 7.0San Carlos Avenue #1 17 7.1 18 6.1Walnut Street 13 8.6 14 6.8Laurel Street 13 10.6 12 11.5El Camino Real #1 4 48.8 4 48.2Holly Street 11 24.9 12 22.4Total 14 117.8 14 113.5 January 26, 2026 Packet Pg. 1250
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 20Arterial Level of Service: SB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelaySan Carlos Avenue #1 9 13.3 28.9 0.1 16 16 12.1Laurel Street 8 9.0 20.5 0.1 12 12 10.4Walnut Street 7 5.2 15.4 0.1 17 16 5.3Elm Street 6 11.0 22.0 0.1 11 11 11.0Cherry Street 11 6.8 25.1 0.1 18 18 5.6Olive Street 15 1.9 22.2 0.1 23 23 1.7 33 0.1 4.5 0.0 25 26 0.0
Arroyo Avenue 19 4.5 13.4 0.1 19 19 4.4
Morse Boulevard 23 3.9 24.3 0.1 22 21 3.5Brittan Avenue 27 6.8 21.8 0.1 20 21 6.0Total 62.5 198.1 1.0 18 18 60.0Arterial Level of Service: SB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedSan Carlos Avenue #1 16 12.4 16 13.5 14 16.3 17Laurel Street 13 8.5 12 9.4 13 7.8 13Walnut Street 17 5.0 17 4.7 16 6.0 18Elm Street 14 7.7 13 8.9 12 9.7 10Cherry Street 19 5.3 17 7.1 17 7.8 17Olive Street 23 1.9 23 1.8 23 2.1 23 26 0.0 25 0.0 25 0.1 25
Arroyo Avenue 18 4.8 20 4.0 19 4.3 18
Morse Boulevard 23 3.8 23 3.7 21 4.0 21Brittan Avenue 19 6.8 18 8.9 20 7.1 20Total 18 56.3 18 62.0 17 65.2 18Arterial Level of Service: SB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelaySan Carlos Avenue #1 11.3 17 10.8 18 9.6 15 14.1Laurel Street 8.4 13 7.5 12 9.9 12 8.8Walnut Street 4.3 15 6.2 16 5.5 16 5.3Elm Street 14.0 12 10.4 10 14.4 9 16.2Cherry Street 6.9 17 7.3 17 9.1 17 7.7Olive Street 2.0 23 1.7 25 1.9 24 2.1

0.1 26 0.0 26 0.1 26 0.0
Arroyo Avenue 4.9 18 4.9 20 4.1 18 4.7
Morse Boulevard 4.1 22 3.9 22 3.7 21 4.1Brittan Avenue 6.6 21 6.2 21 6.4 18 6.9Total 62.7 18 58.8 18 64.7 17 70.1 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 21Arterial Level of Service: SB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelaySan Carlos Avenue #1 14 16.3 14 15.9Laurel Street 12 9.8 12 9.6Walnut Street 16 5.4 17 4.9Elm Street 12 11.2 15 6.8Cherry Street 18 6.3 18 6.6Olive Street 23 1.8 23 1.9 25 0.0 26 0.1
Arroyo Avenue 18 4.9 19 4.3
Morse Boulevard 22 4.0 22 3.7Brittan Avenue 19 6.5 21 6.0Total 17 66.2 18 59.7 January 26, 2026 Packet Pg. 1251
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 22Arterial Level of Service: NB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 26 3.8 15.8 0.1 26 26 4.0Arroyo Avenue 22 3.1 15.3 0.1 28 28 2.9Olive Street 18 1.7 14.1 0.1 31 32 1.4Cherry Street 14 6.6 21.1 0.1 24 24 6.8San Carlos Avenue #1 9 73.8 88.0 0.1 5 5 79.6Laurel Street 8 8.8 21.6 0.1 12 12 8.3Walnut Street 7 5.2 15.4 0.1 17 16 5.3Elm Street 6 5.1 15.2 0.1 17 16 5.4Chestnut Street 5 5.8 16.1 0.1 16 16 5.4Total 114.1 222.6 0.9 15 14 119.1Arterial Level of Service: NB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 27 3.3 26 4.0 26 3.8 27Arroyo Avenue 28 3.0 28 3.0 28 2.9 28Olive Street 31 1.7 31 1.9 31 1.9 31Cherry Street 25 6.6 25 6.2 25 6.0 25San Carlos Avenue #1 5 72.5 5 72.6 5 72.0 5Laurel Street 11 9.5 11 11.1 11 10.5 12Walnut Street 17 5.0 17 4.7 16 6.0 18Elm Street 16 5.4 17 5.2 16 5.4 17Chestnut Street 17 4.7 16 5.7 16 5.5 16Total 15 111.7 15 114.3 15 114.1 15Arterial Level of Service: NB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.7 26 3.9 26 3.8 27 3.5Arroyo Avenue 3.3 28 3.2 28 3.4 27 3.5Olive Street 1.6 31 1.8 31 1.6 31 1.9Cherry Street 6.5 25 6.4 25 6.1 24 7.3San Carlos Avenue #1 71.3 5 73.8 5 73.7 5 69.7Laurel Street 7.8 13 6.5 12 7.9 15 4.6Walnut Street 4.3 15 6.2 16 5.5 16 5.3Elm Street 4.8 16 5.3 16 5.7 16 5.5Chestnut Street 5.9 16 6.0 15 6.5 16 5.6Total 109.1 15 113.1 15 114.2 15 107.0 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 23Arterial Level of Service: NB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 26 4.1 26 3.9Arroyo Avenue 28 3.4 29 2.5Olive Street 30 2.2 32 1.4Cherry Street 23 8.1 25 6.3San Carlos Avenue #1 5 82.7 5 71.2Laurel Street 11 10.6 11 10.1Walnut Street 16 5.4 17 4.9Elm Street 17 4.6 18 4.2Chestnut Street 16 6.2 15 6.3Total 14 127.3 15 110.9 January 26, 2026 Packet Pg. 1252
Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 24Arterial Level of Service: SB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayElm Street #2 6 6.1 16.1 0.1 16 17 5.3Walnut Street 7 5.7 15.9 0.1 16 16 5.6Laurel Street 8 9.8 19.3 0.1 13 13 10.6El Camino Real #1 9 29.5 42.1 0.1 6 6 30.6Cherry Street 14 10.1 25.5 0.1 17 17 10.7Olive Street 18 2.1 16.7 0.1 31 31 1.9Arroyo Avenue 22 19.0 31.1 0.1 14 14 19.6Morse Boulevard 26 3.2 15.6 0.1 27 27 3.4Brittan Avenue 30 38.0 49.6 0.1 8 9 36.9Total 123.5 232.1 0.9 14 14 124.5Arterial Level of Service: SB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedElm Street #2 16 6.3 16 6.4 16 6.3 15Walnut Street 16 5.5 16 6.2 15 6.3 17Laurel Street 15 7.7 13 9.8 13 10.2 12El Camino Real #1 8 23.1 6 29.7 6 30.3 6Cherry Street 17 10.0 16 12.6 18 10.1 17Olive Street 31 1.9 31 2.4 31 2.3 31Arroyo Avenue 14 18.9 13 22.0 15 17.2 14Morse Boulevard 28 2.8 27 3.5 28 3.1 28Brittan Avenue 9 37.1 8 41.0 8 38.9 9Total 15 113.2 14 133.4 14 124.7 14Arterial Level of Service: SB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayElm Street #2 6.7 15 6.5 17 5.4 15 6.3Walnut Street 5.0 15 6.6 15 6.5 16 5.2Laurel Street 11.4 14 8.8 14 8.8 14 8.5El Camino Real #1 32.6 6 28.8 6 33.3 7 23.8Cherry Street 10.9 18 9.7 17 10.3 19 7.6Olive Street 2.2 31 2.0 31 2.4 31 2.0Arroyo Avenue 20.0 14 19.1 13 22.3 16 15.7Morse Boulevard 3.0 28 3.2 27 3.2 28 2.9Brittan Avenue 36.2 9 35.0 8 40.1 9 35.9Total 127.9 14 119.8 14 132.1 15 108.1 Arterial Level of Service
02/08/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing Page 25Arterial Level of Service: SB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayElm Street #2 16 5.5 16 5.9Walnut Street 16 5.5 17 4.7Laurel Street 13 10.6 12 11.5El Camino Real #1 6 34.0 6 28.8Cherry Street 18 9.4 18 9.3Olive Street 31 2.0 31 2.1Arroyo Avenue 15 16.5 14 19.7Morse Boulevard 28 3.3 27 3.9Brittan Avenue 8 38.5 8 40.3Total 14 125.3 14 126.1 January 26, 2026 Packet Pg. 1253
SimTraffic Simulation Summary
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 1Summary of All IntervalsRun Number 1234567Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60 60# of Intervals 2222222# of Recorded Intervals 1111111Vehs Entered 5334 5447 5502 5474 5408 5551 5502Vehs Exited 5311 5428 5471 5475 5407 5570 5524Starting Vehs 235 248 232 240 261 271 276Ending Vehs 258 267 263 239 262 252 254Travel Distance (mi) 3041 3111 3105 3088 3096 3145 3110Travel Time (hr) 273.3 261.6 246.6 252.6 247.8 263.2 271.4Total Delay (hr) 160.6 146.5 131.5 138.2 133.5 146.6 156.1Total Stops 14826 14605 14125 14564 14092 15078 15403Fuel Used (gal) 156.8 156.0 152.7 152.6 153.2 157.8 158.6Summary of All IntervalsRun Number 8 9 10 AvgStart Time 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75Time Recorded (min) 60 60 60 60# of Intervals 2222# of Recorded Intervals 1111Vehs Entered 5407 5439 5418 5437Vehs Exited 5388 5411 5387 5440Starting Vehs 230 262 267 224Ending Vehs 249 290 298 234Travel Distance (mi) 3061 3106 3129 3099Travel Time (hr) 246.8 274.8 301.8 264.0Total Delay (hr) 133.3 159.7 186.0 149.2Total Stops 14150 15381 15900 14800Fuel Used (gal) 151.1 159.0 167.7 156.6Interval #0 Information SeedingStart Time 6:45End Time 7:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

SimTraffic Simulation Summary
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 1234567Vehs Entered 5334 5447 5502 5474 5408 5551 5502Vehs Exited 5311 5428 5471 5475 5407 5570 5524Starting Vehs 235 248 232 240 261 271 276Ending Vehs 258 267 263 239 262 252 254Travel Distance (mi) 3041 3111 3105 3088 3096 3145 3110Travel Time (hr) 273.3 261.6 246.6 252.6 247.8 263.2 271.4Total Delay (hr) 160.6 146.5 131.5 138.2 133.5 146.6 156.1Total Stops 14826 14605 14125 14564 14092 15078 15403Fuel Used (gal) 156.8 156.0 152.7 152.6 153.2 157.8 158.6Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 8 9 10 AvgVehs Entered 5407 5439 5418 5437Vehs Exited 5388 5411 5387 5440Starting Vehs 230 262 267 224Ending Vehs 249 290 298 234Travel Distance (mi) 3061 3106 3129 3099Travel Time (hr) 246.8 274.8 301.8 264.0Total Delay (hr) 133.3 159.7 186.0 149.2Total Stops 14150 15381 15900 14800Fuel Used (gal) 151.1 159.0 167.7 156.6 January 26, 2026 Packet Pg. 1254
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 18Arterial Level of Service: NB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 23 4.0 20.4 0.1 21 21 3.9Arroyo Avenue 19 6.3 27.2 0.1 19 20 5.8 33 1.8 11.7 0.1 21 21 1.7
Olive Street 15 0.2 4.4 0.0 26 26 0.1
Cherry Street 11 6.3 25.6 0.1 20 21 6.3San Carlos Avenue #1 6 13.9 33.2 0.1 14 11 21.8Walnut Street 7 25.5 35.6 0.1 7 8 23.5Laurel Street 8 34.6 46.7 0.1 6 6 35.5El Camino Real #1 9 49.2 59.4 0.1 4 4 47.6Holly Street 4 13.9 30.3 0.1 15 14 14.9Total 155.7 294.5 1.0 12 12 161.1Arterial Level of Service: NB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 21 3.8 21 4.2 21 4.0 22Arroyo Avenue 20 6.2 20 6.0 20 6.1 19 21 1.9 22 1.7 21 1.7 21
Olive Street 24 0.4 27 0.0 26 0.1 26
Cherry Street 20 6.3 20 6.1 21 6.0 20San Carlos Avenue #1 11 21.8 17 7.9 14 12.1 16Walnut Street 5 43.7 15 8.5 6 27.1 15Laurel Street 5 38.1 8 24.2 7 25.6 7El Camino Real #1 4 53.5 4 46.2 4 47.3 4Holly Street 14 16.3 13 16.3 17 11.2 15Total 11 192.1 14 121.2 13 141.3 14Arterial Level of Service: NB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 4.0 20 4.1 21 4.0 20 4.1Arroyo Avenue 6.4 19 6.4 20 6.1 19 6.6

1.8 21 1.7 21 1.8 21 1.8
Olive Street 0.2 26 0.2 26 0.3 26 0.1
Cherry Street 6.3 19 6.5 20 6.3 20 5.7San Carlos Avenue #1 9.1 16 8.5 13 15.2 17 8.5Walnut Street 8.8 8 19.1 5 41.4 8 20.5Laurel Street 25.6 6 33.7 5 46.5 6 29.5El Camino Real #1 46.5 5 44.1 4 54.0 4 47.1Holly Street 14.4 14 14.7 16 11.7 16 11.3Total 123.1 12 139.0 11 187.2 13 135.1 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 19Arterial Level of Service: NB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 21 3.8 21 4.2Arroyo Avenue 18 7.5 20 6.3 21 1.8 21 1.8
Olive Street 25 0.2 25 0.2
Cherry Street 20 6.8 19 6.6San Carlos Avenue #1 17 8.3 7 41.0Walnut Street 5 42.6 6 35.3Laurel Street 5 43.9 5 43.2El Camino Real #1 4 58.0 4 48.6Holly Street 14 15.4 15 13.8Total 11 188.4 10 201.1 January 26, 2026 Packet Pg. 1255
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 20Arterial Level of Service: SB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelaySan Carlos Avenue #1 9 13.7 29.6 0.1 15 16 12.3Laurel Street 8 7.9 19.2 0.1 13 13 8.4Walnut Street 7 6.9 17.1 0.1 15 14 8.4Elm Street 6 19.0 29.8 0.1 8 8 18.6Cherry Street 11 6.4 25.3 0.1 18 18 6.0Olive Street 15 1.9 22.4 0.1 23 24 1.7 33 0.1 4.5 0.0 26 25 0.0
Arroyo Avenue 19 6.0 15.6 0.1 16 16 5.5
Morse Boulevard 23 4.0 24.4 0.1 22 21 3.7Brittan Avenue 27 7.2 24.4 0.1 17 18 6.2Total 73.1 212.4 1.0 16 17 70.9Arterial Level of Service: SB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedSan Carlos Avenue #1 15 13.0 17 10.5 15 14.8 14Laurel Street 13 7.8 13 8.5 13 8.5 14Walnut Street 16 5.6 14 7.6 14 7.5 17Elm Street 8 20.9 9 16.1 7 24.9 9Cherry Street 17 6.6 18 8.1 18 8.0 21Olive Street 23 2.0 24 1.9 24 1.9 24 26 0.1 25 0.0 26 0.1 26
Arroyo Avenue 17 5.3 16 5.5 17 5.2 16
Morse Boulevard 21 4.6 22 3.7 22 3.7 21Brittan Avenue 17 7.7 18 6.8 17 8.1 18Total 16 73.5 17 68.9 16 82.6 17Arterial Level of Service: SB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelaySan Carlos Avenue #1 17.3 15 14.3 15 13.0 16 12.4Laurel Street 6.8 13 8.2 13 8.4 13 8.2Walnut Street 5.2 15 6.8 15 7.3 15 6.9Elm Street 17.1 8 19.9 10 15.4 9 17.7Cherry Street 4.7 19 5.7 21 4.0 17 7.4Olive Street 1.9 23 2.3 24 1.9 23 1.6

0.1 26 0.1 26 0.1 25 0.0
Arroyo Avenue 6.1 15 7.2 15 6.5 17 5.1
Morse Boulevard 3.9 22 3.8 21 4.2 22 3.7Brittan Avenue 6.5 17 7.6 18 6.7 18 6.0Total 69.6 16 75.7 17 67.4 17 69.0 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 21Arterial Level of Service: SB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelaySan Carlos Avenue #1 16 12.7 14 15.6Laurel Street 14 7.3 13 7.4Walnut Street 15 6.4 14 7.5Elm Street 8 20.8 8 19.8Cherry Street 17 6.7 19 5.4Olive Street 23 2.2 23 1.7 26 0.1 25 0.0
Arroyo Avenue 14 7.4 15 6.6
Morse Boulevard 21 4.1 22 4.2Brittan Avenue 17 8.3 17 7.6Total 16 75.9 16 75.8 January 26, 2026 Packet Pg. 1256
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 22Arterial Level of Service: NB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 26 3.6 15.7 0.1 26 26 3.7Arroyo Avenue 22 2.0 14.1 0.1 30 30 2.0Olive Street 18 1.2 13.6 0.1 32 32 1.3Cherry Street 14 6.8 21.2 0.1 24 27 4.4San Carlos Avenue #1 9 44.9 59.7 0.1 7 8 43.0Laurel Street 8 9.5 22.1 0.1 11 11 10.9Walnut Street 7 6.9 17.1 0.1 15 14 8.4Elm Street 6 4.8 14.9 0.1 17 17 4.9Chestnut Street 5 6.3 16.6 0.1 15 14 7.7Total 86.1 195.0 0.9 17 17 86.3Arterial Level of Service: NB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 27 3.4 26 3.9 27 3.3 26Arroyo Avenue 31 1.7 30 2.0 30 2.1 31Olive Street 32 1.0 31 1.5 32 1.2 32Cherry Street 25 6.2 25 6.1 27 4.6 19San Carlos Avenue #1 6 58.1 7 53.0 9 36.8 9Laurel Street 11 9.2 12 9.0 11 11.0 11Walnut Street 16 5.6 14 7.6 14 7.5 17Elm Street 16 5.5 16 5.7 17 4.5 17Chestnut Street 15 6.1 15 6.3 16 5.3 16Total 16 96.9 16 95.2 18 76.3 17Arterial Level of Service: NB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.6 26 3.8 28 3.0 27 3.5Arroyo Avenue 1.6 30 2.1 30 2.5 30 2.2Olive Street 1.4 32 1.0 32 1.4 32 1.4Cherry Street 12.5 24 6.7 22 9.1 24 7.5San Carlos Avenue #1 37.4 8 42.0 7 47.2 8 43.0Laurel Street 9.8 12 7.8 11 10.3 11 10.4Walnut Street 5.2 15 6.8 15 7.3 15 6.9Elm Street 4.4 16 6.2 18 4.1 18 4.2Chestnut Street 5.5 14 7.7 15 6.7 16 6.3Total 81.4 17 84.1 16 91.6 17 85.5 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 23Arterial Level of Service: NB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 26 3.7 26 3.8Arroyo Avenue 31 1.6 30 2.1Olive Street 32 1.1 32 1.3Cherry Street 25 5.8 27 5.1San Carlos Avenue #1 8 39.6 8 44.3Laurel Street 13 6.6 11 10.0Walnut Street 15 6.4 14 7.5Elm Street 18 4.2 17 4.7Chestnut Street 17 5.0 15 6.9Total 18 74.0 17 85.7 January 26, 2026 Packet Pg. 1257
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 24Arterial Level of Service: SB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayElm Street #2 6 22.9 32.9 0.1 8 6 30.3Walnut Street 7 29.3 39.9 0.1 6 6 33.1Laurel Street 8 34.6 46.7 0.1 6 6 35.5El Camino Real #1 9 36.8 48.1 0.1 5 5 40.1Cherry Street 14 4.2 20.3 0.1 22 20 5.7Olive Street 18 1.5 16.4 0.1 32 31 1.8Arroyo Avenue 22 10.5 22.6 0.1 19 18 12.3Morse Boulevard 26 2.4 14.9 0.1 29 29 2.4Brittan Avenue 30 30.7 42.2 0.1 10 9 34.1Total 172.9 283.9 0.9 12 11 195.2Arterial Level of Service: SB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedElm Street #2 7 27.1 11 12.4 10 16.1 13Walnut Street 6 34.6 12 11.8 8 21.7 12Laurel Street 5 38.1 8 24.2 7 25.6 7El Camino Real #1 5 38.5 6 34.5 6 33.4 5Cherry Street 21 5.1 21 5.2 24 2.6 22Olive Street 31 1.5 31 1.8 31 1.7 32Arroyo Avenue 20 9.3 19 10.5 18 11.4 19Morse Boulevard 30 2.1 28 2.6 29 2.5 28Brittan Avenue 10 28.3 9 33.3 9 32.4 10Total 11 184.5 13 136.4 13 147.3 13Arterial Level of Service: SB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayElm Street #2 9.0 10 16.3 7 26.7 11 14.2Walnut Street 11.6 7 24.9 5 42.5 9 18.2Laurel Street 25.6 6 33.7 5 46.5 6 29.5El Camino Real #1 42.6 5 36.0 5 39.3 6 33.8Cherry Street 3.9 23 3.8 22 4.2 22 4.3Olive Street 1.5 32 1.3 32 1.2 32 1.5Arroyo Avenue 10.3 18 11.9 18 11.5 20 9.5Morse Boulevard 2.7 29 2.5 29 2.6 29 2.4Brittan Avenue 29.4 10 31.9 10 31.9 10 30.4Total 136.6 12 162.4 10 206.4 13 143.7 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave Road Diet Page 25Arterial Level of Service: SB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayElm Street #2 6 33.5 5 42.6Walnut Street 5 44.5 4 49.2Laurel Street 5 43.9 5 43.2El Camino Real #1 5 39.6 6 31.3Cherry Street 22 4.6 24 2.6Olive Street 31 1.6 32 1.3Arroyo Avenue 20 9.4 21 8.8Morse Boulevard 29 2.5 30 2.1Brittan Avenue 11 27.4 11 27.7Total 10 207.0 10 208.8 January 26, 2026 Packet Pg. 1258
SimTraffic Simulation Summary
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 1Summary of All IntervalsRun Number 1234567Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60 60# of Intervals 2222222# of Recorded Intervals 1111111Vehs Entered 6037 6123 6046 6194 6099 6022 6071Vehs Exited 6041 6105 5999 6208 6088 6054 6095Starting Vehs 290 277 283 292 292 287 307Ending Vehs 286 295 330 278 303 255 283Travel Distance (mi) 3496 3524 3491 3636 3536 3469 3475Travel Time (hr) 310.5 298.9 328.4 318.2 309.7 310.3 303.4Total Delay (hr) 181.2 168.9 199.3 183.4 179.3 182.0 174.4Total Stops 16872 16764 16479 17534 16704 16357 16551Fuel Used (gal) 180.6 178.3 184.1 186.7 180.8 179.7 178.0Summary of All IntervalsRun Number 8 9 10 AvgStart Time 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75Time Recorded (min) 60 60 60 60# of Intervals 2222# of Recorded Intervals 1111Vehs Entered 6155 6089 6227 6097Vehs Exited 6139 6099 6237 6108Starting Vehs 277 270 281 248Ending Vehs 293 260 271 254Travel Distance (mi) 3596 3509 3581 3531Travel Time (hr) 304.4 288.2 296.9 306.9Total Delay (hr) 171.3 159.1 164.5 176.3Total Stops 16825 16518 16664 16727Fuel Used (gal) 180.7 175.8 179.3 180.4Interval #0 Information SeedingStart Time 6:45End Time 7:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

SimTraffic Simulation Summary
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 1234567Vehs Entered 6037 6123 6046 6194 6099 6022 6071Vehs Exited 6041 6105 5999 6208 6088 6054 6095Starting Vehs 290 277 283 292 292 287 307Ending Vehs 286 295 330 278 303 255 283Travel Distance (mi) 3496 3524 3491 3636 3536 3469 3475Travel Time (hr) 310.5 298.9 328.4 318.2 309.7 310.3 303.4Total Delay (hr) 181.2 168.9 199.3 183.4 179.3 182.0 174.4Total Stops 16872 16764 16479 17534 16704 16357 16551Fuel Used (gal) 180.6 178.3 184.1 186.7 180.8 179.7 178.0Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 8 9 10 AvgVehs Entered 6155 6089 6227 6097Vehs Exited 6139 6099 6237 6108Starting Vehs 277 270 281 248Ending Vehs 293 260 271 254Travel Distance (mi) 3596 3509 3581 3531Travel Time (hr) 304.4 288.2 296.9 306.9Total Delay (hr) 171.3 159.1 164.5 176.3Total Stops 16825 16518 16664 16727Fuel Used (gal) 180.7 175.8 179.3 180.4 January 26, 2026 Packet Pg. 1259
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 18Arterial Level of Service: NB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 23 4.1 20.8 0.1 20 21 4.3Arroyo Avenue 19 5.5 25.0 0.1 21 22 5.2 33 1.8 11.9 0.1 21 21 1.8
Olive Street 15 0.3 4.6 0.0 25 25 0.4
Cherry Street 11 6.4 27.2 0.1 19 19 7.2San Carlos Avenue #1 6 6.8 25.7 0.1 18 19 4.3Walnut Street 7 15.1 26.4 0.1 10 9 16.7Laurel Street 8 34.8 52.8 0.1 6 5 39.5El Camino Real #1 9 48.4 61.3 0.1 4 4 48.4Holly Street 4 20.0 35.6 0.1 13 14 17.6Total 143.1 291.4 1.0 13 13 145.4Arterial Level of Service: NB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 20 4.4 20 4.2 21 4.3 21Arroyo Avenue 22 4.8 21 5.9 21 5.5 21 21 1.8 21 1.9 21 1.8 21
Olive Street 25 0.2 25 0.2 25 0.4 25
Cherry Street 19 5.6 19 7.1 20 5.8 19San Carlos Avenue #1 18 5.5 18 5.6 13 16.6 18Walnut Street 9 14.3 13 7.5 6 27.8 11Laurel Street 5 39.2 6 35.3 5 41.6 7El Camino Real #1 4 46.5 4 51.7 4 51.4 5Holly Street 11 24.2 12 20.7 14 15.4 13Total 12 146.6 13 140.1 11 170.5 13Arterial Level of Service: NB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 4.0 21 3.8 21 3.6 21 4.2Arroyo Avenue 5.2 23 4.4 20 6.0 21 6.1

1.7 21 1.7 21 1.7 21 2.0
Olive Street 0.2 25 0.2 24 0.2 24 0.4
Cherry Street 6.2 19 5.8 19 6.5 18 6.9San Carlos Avenue #1 5.8 19 5.2 17 6.6 17 7.7Walnut Street 13.4 10 14.4 12 9.7 12 10.5Laurel Street 27.8 5 38.6 6 34.0 8 23.2El Camino Real #1 45.0 4 52.1 4 47.0 5 44.2Holly Street 19.2 12 22.2 12 20.9 12 21.7Total 128.5 12 148.4 13 136.2 13 126.9 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 19Arterial Level of Service: NB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 21 3.7 21 3.8Arroyo Avenue 21 5.7 20 5.9 21 1.8 21 1.8
Olive Street 25 0.2 24 0.3
Cherry Street 19 6.2 18 6.8San Carlos Avenue #1 19 5.6 19 5.5Walnut Street 9 17.5 10 14.8Laurel Street 6 33.3 6 34.3El Camino Real #1 4 49.3 4 48.9Holly Street 13 19.5 13 18.9Total 13 142.8 13 140.9 January 26, 2026 Packet Pg. 1260
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 20Arterial Level of Service: SB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelaySan Carlos Avenue #1 9 24.3 40.3 0.1 11 11 26.6Laurel Street 8 10.8 22.2 0.1 11 11 11.4Walnut Street 7 6.7 16.9 0.1 15 15 6.4Elm Street 6 14.2 25.2 0.1 10 9 18.6Cherry Street 11 7.5 27.1 0.1 17 19 5.5Olive Street 15 1.9 22.2 0.1 23 23 2.0 33 0.0 4.5 0.0 25 26 0.0
Arroyo Avenue 19 4.4 13.3 0.1 19 20 3.7
Morse Boulevard 23 3.9 24.6 0.1 22 22 3.7Brittan Avenue 27 7.0 22.1 0.1 19 20 6.3Total 80.7 218.5 1.0 16 16 84.2Arterial Level of Service: SB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedSan Carlos Avenue #1 12 23.0 12 22.0 10 29.8 10Laurel Street 11 10.8 12 10.2 11 11.7 12Walnut Street 15 7.1 15 7.0 15 6.9 15Elm Street 13 8.1 9 17.1 10 15.0 13Cherry Street 15 10.0 17 7.3 17 7.2 16Olive Street 23 2.2 24 1.7 23 1.9 24 25 0.1 26 0.0 25 0.1 26
Arroyo Avenue 19 4.5 18 4.8 19 4.3 19
Morse Boulevard 22 3.9 22 4.1 21 3.8 21Brittan Avenue 19 7.1 19 7.8 19 7.1 20Total 16 76.8 16 82.1 16 87.8 16Arterial Level of Service: SB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelaySan Carlos Avenue #1 29.3 12 21.0 12 22.3 12 22.1Laurel Street 10.2 12 10.4 11 12.1 12 10.3Walnut Street 6.4 17 5.2 14 7.4 15 6.9Elm Street 9.3 11 11.5 9 17.2 11 11.7Cherry Street 8.0 18 6.0 18 6.4 17 7.8Olive Street 1.8 24 1.6 23 2.0 23 2.0

0.0 25 0.0 25 0.1 25 0.1
Arroyo Avenue 4.4 18 5.0 19 4.1 19 4.3
Morse Boulevard 4.2 21 4.5 22 3.5 21 3.7Brittan Avenue 6.8 19 7.1 19 6.5 19 6.0Total 80.4 17 72.2 16 81.6 16 74.9 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 21Arterial Level of Service: SB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelaySan Carlos Avenue #1 12 22.5 12 22.9Laurel Street 12 10.4 12 10.1Walnut Street 15 6.5 15 7.1Elm Street 12 10.2 8 21.8Cherry Street 17 6.6 16 7.7Olive Street 23 1.9 24 1.6 25 0.1 25 0.0
Arroyo Avenue 20 3.8 18 4.7
Morse Boulevard 21 3.8 22 3.9Brittan Avenue 20 7.6 19 7.4Total 17 73.3 16 87.3 January 26, 2026 Packet Pg. 1261
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 22Arterial Level of Service: NB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 26 4.1 16.1 0.1 26 26 3.9Arroyo Avenue 22 3.6 15.8 0.1 27 27 3.7Olive Street 18 1.9 14.2 0.1 31 31 1.7Cherry Street 14 6.3 20.9 0.1 25 26 5.2San Carlos Avenue #1 9 83.6 97.8 0.1 5 5 81.7Laurel Street 8 9.4 21.9 0.1 12 10 12.1Walnut Street 7 6.7 16.9 0.1 15 15 6.4Elm Street 6 6.3 16.4 0.1 15 15 6.4Chestnut Street 5 5.8 16.1 0.1 16 15 6.3Total 127.7 236.2 0.9 14 14 127.6Arterial Level of Service: NB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 26 4.0 26 3.8 25 4.6 25Arroyo Avenue 27 3.5 27 3.6 27 3.7 28Olive Street 31 1.8 31 1.7 30 2.2 31Cherry Street 26 5.4 25 5.9 24 6.8 25San Carlos Avenue #1 4 93.7 5 75.9 4 87.5 5Laurel Street 10 11.8 13 7.2 11 9.7 13Walnut Street 15 7.1 15 7.0 15 6.9 15Elm Street 16 6.0 15 6.2 14 7.6 15Chestnut Street 16 6.0 16 5.5 16 5.8 17Total 13 139.5 14 116.9 13 134.8 14Arterial Level of Service: NB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 4.3 27 3.8 26 4.1 25 4.6Arroyo Avenue 3.2 26 4.2 27 3.7 27 3.4Olive Street 1.6 30 2.2 30 2.1 31 1.7Cherry Street 6.0 23 7.5 24 6.7 24 7.2San Carlos Avenue #1 81.8 5 84.4 4 93.5 5 82.5Laurel Street 7.5 13 7.7 12 8.8 13 7.3Walnut Street 6.4 17 5.2 14 7.4 15 6.9Elm Street 6.8 15 7.1 15 6.8 16 5.3Chestnut Street 5.1 15 7.0 15 6.5 17 4.9Total 122.8 14 129.1 13 139.6 14 123.8 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 23Arterial Level of Service: NB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 26 3.8 25 4.4Arroyo Avenue 27 3.7 28 3.0Olive Street 30 2.2 31 1.5Cherry Street 24 7.1 26 5.1San Carlos Avenue #1 4 86.5 5 70.3Laurel Street 11 11.3 11 9.6Walnut Street 15 6.5 15 7.1Elm Street 17 5.0 16 6.0Chestnut Street 16 5.8 16 5.4Total 14 131.9 15 112.2 January 26, 2026 Packet Pg. 1262
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 24Arterial Level of Service: SB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayElm Street #2 6 7.4 17.4 0.1 15 15 7.0Walnut Street 7 13.6 23.9 0.1 11 10 15.8Laurel Street 8 34.8 52.8 0.1 6 5 39.5El Camino Real #1 9 34.6 49.3 0.1 6 6 34.0Cherry Street 14 8.6 23.9 0.1 19 20 7.6Olive Street 18 1.9 16.4 0.1 31 32 1.9Arroyo Avenue 22 15.1 27.2 0.1 16 15 16.4Morse Boulevard 26 3.0 15.2 0.1 28 28 3.0Brittan Avenue 30 38.7 50.3 0.1 8 8 39.6Total 157.5 276.5 0.9 12 12 164.7Arterial Level of Service: SB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedElm Street #2 15 6.5 16 6.3 12 10.4 15Walnut Street 9 17.6 13 8.5 7 25.7 13Laurel Street 5 39.2 6 35.3 5 41.6 7El Camino Real #1 6 31.1 5 38.3 5 36.7 6Cherry Street 18 9.3 19 7.9 18 8.9 19Olive Street 31 1.8 31 2.2 32 1.8 31Arroyo Avenue 15 16.4 16 15.4 17 13.6 17Morse Boulevard 28 2.9 28 2.9 28 2.9 28Brittan Avenue 8 40.2 8 39.0 8 39.5 8Total 12 165.0 12 155.7 11 181.1 13Arterial Level of Service: SB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayElm Street #2 7.0 15 6.9 15 6.7 15 6.6Walnut Street 8.6 12 10.0 11 12.6 13 9.9Laurel Street 27.8 5 38.6 6 34.0 8 23.2El Camino Real #1 35.2 6 34.9 5 35.5 7 27.8Cherry Street 7.8 17 10.5 18 9.8 18 8.9Olive Street 2.0 31 2.0 32 1.5 31 2.1Arroyo Avenue 14.2 16 15.2 16 14.5 18 12.4Morse Boulevard 3.2 29 2.7 28 2.8 28 2.9Brittan Avenue 38.3 9 35.5 9 36.6 9 35.3Total 144.0 12 156.2 13 154.0 14 129.1 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave Road Diet Page 25Arterial Level of Service: SB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayElm Street #2 14 8.4 14 7.8Walnut Street 10 15.4 11 12.1Laurel Street 6 33.3 6 34.3El Camino Real #1 5 38.4 6 32.8Cherry Street 19 8.2 20 7.4Olive Street 32 1.7 32 1.8Arroyo Avenue 14 18.2 16 14.5Morse Boulevard 27 3.4 29 2.8Brittan Avenue 8 42.2 8 41.2Total 12 169.2 13 154.6 January 26, 2026 Packet Pg. 1263
SimTraffic Simulation Summary
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 1Summary of All IntervalsRun Number 1234567Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60 60# of Intervals 2222222# of Recorded Intervals 1111111Vehs Entered 5522 5418 5516 5473 5592 5462 5587Vehs Exited 5519 5413 5539 5452 5551 5465 5623Starting Vehs 237 254 267 263 249 230 259Ending Vehs 240 259 244 284 290 227 223Travel Distance (mi) 3140 3079 3147 3063 3152 3145 3171Travel Time (hr) 253.6 245.9 253.2 248.7 254.2 243.2 249.2Total Delay (hr) 137.1 131.6 136.4 135.0 137.0 127.2 131.7Total Stops 14392 13842 14412 13722 14630 13626 14015Fuel Used (gal) 154.7 151.4 155.1 150.4 154.3 151.5 154.9Summary of All IntervalsRun Number 8 9 10 AvgStart Time 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75Time Recorded (min) 60 60 60 60# of Intervals 2222# of Recorded Intervals 1111Vehs Entered 5456 5594 5496 5512Vehs Exited 5502 5535 5501 5511Starting Vehs 260 211 258 223Ending Vehs 214 270 253 224Travel Distance (mi) 3202 3201 3136 3144Travel Time (hr) 255.5 269.9 244.5 251.8Total Delay (hr) 137.1 151.5 128.0 135.3Total Stops 14475 15298 13973 14234Fuel Used (gal) 157.0 160.5 151.4 154.1Interval #0 Information SeedingStart Time 6:45End Time 7:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

SimTraffic Simulation Summary
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 1234567Vehs Entered 5522 5418 5516 5473 5592 5462 5587Vehs Exited 5519 5413 5539 5452 5551 5465 5623Starting Vehs 237 254 267 263 249 230 259Ending Vehs 240 259 244 284 290 227 223Travel Distance (mi) 3140 3079 3147 3063 3152 3145 3171Travel Time (hr) 253.6 245.9 253.2 248.7 254.2 243.2 249.2Total Delay (hr) 137.1 131.6 136.4 135.0 137.0 127.2 131.7Total Stops 14392 13842 14412 13722 14630 13626 14015Fuel Used (gal) 154.7 151.4 155.1 150.4 154.3 151.5 154.9Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 8 9 10 AvgVehs Entered 5456 5594 5496 5512Vehs Exited 5502 5535 5501 5511Starting Vehs 260 211 258 223Ending Vehs 214 270 253 224Travel Distance (mi) 3202 3201 3136 3144Travel Time (hr) 255.5 269.9 244.5 251.8Total Delay (hr) 137.1 151.5 128.0 135.3Total Stops 14475 15298 13973 14234Fuel Used (gal) 157.0 160.5 151.4 154.1 January 26, 2026 Packet Pg. 1264
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 18Arterial Level of Service: NB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 23 3.9 20.5 0.1 21 21 4.0Arroyo Avenue 19 6.5 27.9 0.1 19 20 6.2 33 1.8 11.8 0.1 21 21 1.7
Olive Street 15 0.2 4.4 0.0 26 26 0.2
Cherry Street 11 6.4 26.3 0.1 20 20 6.3San Carlos Avenue #1 6 10.1 29.2 0.1 15 15 10.8Walnut Street 7 16.7 26.1 0.1 10 10 16.1Laurel Street 8 27.5 38.5 0.1 7 6 32.1El Camino Real #1 9 46.1 56.6 0.1 4 4 49.0Holly Street 4 13.8 30.0 0.1 15 16 11.7Total 133.0 271.5 1.0 13 13 138.2Arterial Level of Service: NB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 21 3.8 21 3.9 21 3.8 21Arroyo Avenue 20 6.0 19 7.0 19 6.4 20 21 1.7 21 1.8 21 1.8 21
Olive Street 26 0.2 26 0.2 26 0.1 25
Cherry Street 19 7.2 18 7.5 19 6.4 20San Carlos Avenue #1 11 22.2 15 11.5 17 6.2 17Walnut Street 10 16.9 6 32.5 14 10.0 13Laurel Street 7 28.5 8 23.8 7 24.4 7El Camino Real #1 4 51.1 5 40.3 4 48.3 5Holly Street 16 13.0 15 13.7 14 14.8 15Total 12 150.5 12 142.2 14 122.2 14Arterial Level of Service: NB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.9 21 3.7 20 4.2 21 4.0Arroyo Avenue 5.8 19 6.5 20 6.2 19 6.5

1.8 21 1.7 22 1.7 21 1.8
Olive Street 0.2 27 0.0 25 0.2 26 0.1
Cherry Street 6.6 20 6.0 20 6.3 20 5.9San Carlos Avenue #1 7.6 17 10.2 15 10.0 14 11.0Walnut Street 13.0 14 8.7 8 19.3 9 17.6Laurel Street 28.6 8 21.0 8 22.8 7 29.4El Camino Real #1 41.9 4 46.0 5 43.4 5 43.1Holly Street 13.9 14 16.4 16 12.4 13 16.9Total 123.4 14 120.2 13 126.4 13 136.3 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 19Arterial Level of Service: NB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 20 4.1 21 3.8Arroyo Avenue 19 7.0 19 7.4 21 1.7 22 1.9
Olive Street 26 0.2 27 0.1
Cherry Street 20 5.7 21 5.9San Carlos Avenue #1 19 4.8 17 8.7Walnut Street 8 24.9 10 11.9Laurel Street 5 38.1 7 25.7El Camino Real #1 4 50.6 4 46.4Holly Street 15 12.9 15 13.1Total 12 149.9 13 124.9 January 26, 2026 Packet Pg. 1265
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 20Arterial Level of Service: SB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelaySan Carlos Avenue #1 9 14.5 30.4 0.1 15 13 17.5Laurel Street 8 6.8 18.1 0.1 14 13 8.0Walnut Street 7 7.3 17.5 0.1 15 14 8.4Elm Street 6 18.2 29.1 0.1 9 8 19.5Cherry Street 11 5.6 24.1 0.1 19 18 6.4Olive Street 15 1.8 22.1 0.1 23 23 2.1 33 0.0 4.5 0.0 25 26 0.1
Arroyo Avenue 19 6.3 16.1 0.1 16 16 5.8
Morse Boulevard 23 3.9 24.1 0.1 22 23 4.0Brittan Avenue 27 7.3 24.6 0.1 17 18 7.0Total 71.9 210.7 1.0 17 16 78.9Arterial Level of Service: SB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedSan Carlos Avenue #1 15 12.9 14 15.7 15 13.7 15Laurel Street 15 5.8 14 6.9 15 5.9 14Walnut Street 16 5.8 14 7.6 15 7.0 14Elm Street 7 27.5 9 16.6 7 22.9 10Cherry Street 19 5.7 19 5.7 21 5.3 17Olive Street 23 1.9 24 1.8 23 1.7 23 25 0.0 25 0.1 25 0.0 25
Arroyo Avenue 15 7.0 15 7.2 16 5.7 15
Morse Boulevard 22 4.7 24 3.8 21 3.7 22Brittan Avenue 17 8.4 17 8.1 18 6.9 18Total 16 79.7 17 73.4 17 72.9 17Arterial Level of Service: SB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelaySan Carlos Avenue #1 13.8 15 13.1 15 14.7 15 13.0Laurel Street 6.8 14 6.5 14 7.4 14 6.6Walnut Street 7.4 15 7.0 14 8.7 15 7.4Elm Street 14.7 12 10.4 8 19.6 10 13.3Cherry Street 6.4 17 6.9 18 5.2 20 4.4Olive Street 1.8 23 1.7 23 1.8 23 1.7

0.1 25 0.0 25 0.0 25 0.0
Arroyo Avenue 6.4 16 5.6 15 6.2 16 5.8
Morse Boulevard 3.5 22 3.5 21 3.5 22 4.5Brittan Avenue 6.4 18 6.8 17 6.8 19 6.6Total 67.2 17 61.5 16 74.1 17 63.4 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 21Arterial Level of Service: SB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelaySan Carlos Avenue #1 14 15.3 14 14.9Laurel Street 14 7.0 14 7.2Walnut Street 15 7.0 15 6.8Elm Street 9 16.4 8 21.6Cherry Street 18 6.5 19 4.5Olive Street 23 2.1 23 1.7 25 0.1 26 0.0
Arroyo Avenue 16 6.6 16 6.1
Morse Boulevard 21 4.5 21 3.9Brittan Avenue 18 7.2 17 7.6Total 16 72.6 16 74.2 January 26, 2026 Packet Pg. 1266
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 22Arterial Level of Service: NB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 26 3.6 15.7 0.1 26 27 3.4Arroyo Avenue 22 1.4 13.5 0.1 32 32 1.4Olive Street 18 1.2 13.6 0.1 32 32 1.3Cherry Street 14 4.6 19.1 0.1 27 27 4.5San Carlos Avenue #1 9 40.8 55.7 0.1 8 8 40.4Laurel Street 8 8.2 20.7 0.1 12 11 10.0Walnut Street 7 7.3 17.5 0.1 15 14 8.4Elm Street 6 4.4 14.5 0.1 17 18 4.3Chestnut Street 5 6.2 16.5 0.1 15 16 5.5Total 77.9 186.9 0.9 17 17 79.2Arterial Level of Service: NB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 26 3.5 26 3.8 27 3.3 27Arroyo Avenue 32 1.4 31 1.5 32 1.1 32Olive Street 31 1.4 33 0.9 32 1.2 32Cherry Street 27 5.0 27 5.0 26 5.7 28San Carlos Avenue #1 8 44.3 7 48.4 9 36.8 8Laurel Street 12 8.4 11 9.5 13 7.4 13Walnut Street 16 5.8 14 7.6 15 7.0 14Elm Street 17 4.5 18 4.3 17 4.9 17Chestnut Street 16 5.9 17 4.9 15 6.4 14Total 17 80.1 17 85.9 18 73.8 18Arterial Level of Service: NB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.3 26 4.0 25 4.3 26 3.7Arroyo Avenue 1.2 31 1.5 31 1.6 32 1.4Olive Street 1.1 32 1.1 32 1.2 32 1.3Cherry Street 4.1 26 5.1 29 3.5 28 3.9San Carlos Avenue #1 39.1 9 35.5 8 41.9 8 43.6Laurel Street 6.9 13 7.0 11 11.4 12 8.7Walnut Street 7.4 15 7.0 14 8.7 15 7.4Elm Street 5.0 18 3.7 17 4.5 18 3.9Chestnut Street 7.7 16 5.8 16 6.2 15 7.3Total 75.8 18 70.7 17 83.3 17 81.3 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 23Arterial Level of Service: NB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 27 3.4 26 3.6Arroyo Avenue 32 1.4 32 1.3Olive Street 32 1.1 32 1.0Cherry Street 27 4.6 26 5.1San Carlos Avenue #1 8 39.6 9 35.7Laurel Street 13 6.7 13 6.4Walnut Street 15 7.0 15 6.8Elm Street 17 4.8 18 4.5Chestnut Street 16 6.1 15 6.6Total 18 74.8 18 71.0 January 26, 2026 Packet Pg. 1267
Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 24Arterial Level of Service: SB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayElm Street #2 6 15.2 25.2 0.1 10 10 15.3Walnut Street 7 19.0 29.7 0.1 9 8 21.0Laurel Street 8 27.5 38.5 0.1 7 6 32.1El Camino Real #1 9 33.8 45.7 0.1 6 5 39.1Cherry Street 14 3.8 19.8 0.1 22 24 2.5Olive Street 18 1.7 16.6 0.1 31 30 2.2Arroyo Avenue 22 8.8 20.9 0.1 21 20 10.1Morse Boulevard 26 2.6 15.0 0.1 29 29 2.4Brittan Avenue 30 27.6 39.1 0.1 11 10 28.8Total 139.9 250.6 0.9 13 12 153.4Arterial Level of Service: SB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedElm Street #2 9 16.9 10 14.9 9 19.1 10Walnut Street 8 19.8 9 18.2 8 19.7 8Laurel Street 7 28.5 8 23.8 7 24.4 7El Camino Real #1 5 35.8 6 28.0 5 34.2 5Cherry Street 20 6.4 24 2.7 21 4.8 23Olive Street 31 1.9 31 1.5 31 1.8 31Arroyo Avenue 22 8.0 20 9.8 22 7.4 22Morse Boulevard 29 2.5 28 2.9 29 2.3 30Brittan Avenue 11 26.3 10 30.7 11 24.7 11Total 13 146.2 14 132.4 13 138.5 13Arterial Level of Service: SB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayElm Street #2 15.3 13 9.4 12 10.7 10 14.4Walnut Street 20.5 13 9.0 11 13.6 8 22.8Laurel Street 28.6 8 21.0 8 22.8 7 29.4El Camino Real #1 36.0 6 33.9 6 28.4 5 34.2Cherry Street 4.0 22 4.6 23 3.5 24 2.5Olive Street 1.9 31 1.6 31 1.6 32 1.4Arroyo Avenue 7.4 19 10.6 20 9.2 22 7.1Morse Boulevard 2.1 28 3.0 28 3.0 29 2.3Brittan Avenue 27.7 11 27.4 10 28.2 11 25.2Total 143.6 14 120.5 14 121.0 13 139.4 Arterial Level of Service
02/13/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportAM Existing w San Carlos Ave + ECR Road Diets Page 25Arterial Level of Service: SB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayElm Street #2 7 26.1 13 9.5Walnut Street 6 31.3 11 13.1Laurel Street 5 38.1 7 25.7El Camino Real #1 5 36.5 6 33.0Cherry Street 23 3.7 23 3.8Olive Street 31 1.9 32 1.4Arroyo Avenue 20 10.0 21 8.1Morse Boulevard 28 2.9 29 2.2Brittan Avenue 10 31.1 11 25.8Total 11 181.5 14 122.5 January 26, 2026 Packet Pg. 1268
SimTraffic Simulation Summary
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 1Summary of All IntervalsRun Number 1234567Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60 60# of Intervals 2222222# of Recorded Intervals 1111111Vehs Entered 6166 6093 6201 6146 5985 5950 6248Vehs Exited 6151 6098 6190 6166 6000 6029 6228Starting Vehs 267 304 273 275 293 314 288Ending Vehs 282 299 284 255 278 235 308Travel Distance (mi) 3538 3552 3550 3595 3530 3453 3599Travel Time (hr) 289.3 313.1 318.2 287.9 311.1 270.4 293.2Total Delay (hr) 157.9 181.3 186.9 155.0 180.4 141.9 159.8Total Stops 16504 16969 16491 16609 16647 15858 16804Fuel Used (gal) 174.7 181.9 182.5 176.5 179.9 169.4 178.7Summary of All IntervalsRun Number 8 9 10 AvgStart Time 6:45 6:45 6:45 6:45End Time 8:00 8:00 8:00 8:00Total Time (min) 75 75 75 75Time Recorded (min) 60 60 60 60# of Intervals 2222# of Recorded Intervals 1111Vehs Entered 6115 6144 6109 6102Vehs Exited 6120 6154 6117 6128Starting Vehs 288 292 276 265Ending Vehs 283 282 268 252Travel Distance (mi) 3535 3553 3495 3540Travel Time (hr) 283.7 286.9 282.5 293.6Total Delay (hr) 153.0 155.7 153.0 162.5Total Stops 16327 16527 16085 16480Fuel Used (gal) 173.9 175.7 172.8 176.6Interval #0 Information SeedingStart Time 6:45End Time 7:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

SimTraffic Simulation Summary
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 2Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 1234567Vehs Entered 6166 6093 6201 6146 5985 5950 6248Vehs Exited 6151 6098 6190 6166 6000 6029 6228Starting Vehs 267 304 273 275 293 314 288Ending Vehs 282 299 284 255 278 235 308Travel Distance (mi) 3538 3552 3550 3595 3530 3453 3599Travel Time (hr) 289.3 313.1 318.2 287.9 311.1 270.4 293.2Total Delay (hr) 157.9 181.3 186.9 155.0 180.4 141.9 159.8Total Stops 16504 16969 16491 16609 16647 15858 16804Fuel Used (gal) 174.7 181.9 182.5 176.5 179.9 169.4 178.7Interval #1 Information RecordingStart Time 7:00End Time 8:00Total Time (min) 60Volumes adjusted by Growth Factors.Run Number 8 9 10 AvgVehs Entered 6115 6144 6109 6102Vehs Exited 6120 6154 6117 6128Starting Vehs 288 292 276 265Ending Vehs 283 282 268 252Travel Distance (mi) 3535 3553 3495 3540Travel Time (hr) 283.7 286.9 282.5 293.6Total Delay (hr) 153.0 155.7 153.0 162.5Total Stops 16327 16527 16085 16480Fuel Used (gal) 173.9 175.7 172.8 176.6 January 26, 2026 Packet Pg. 1269
Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 18Arterial Level of Service: NB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 23 4.1 20.5 0.1 21 21 3.9Arroyo Avenue 19 5.8 25.1 0.1 21 22 5.2 33 1.8 11.9 0.1 21 21 1.7
Olive Street 15 0.3 4.6 0.0 25 25 0.2
Cherry Street 11 6.9 27.4 0.1 19 19 6.8San Carlos Avenue #1 6 7.0 26.5 0.1 17 16 8.5Walnut Street 7 13.0 24.0 0.1 11 11 11.2Laurel Street 8 28.8 42.2 0.1 7 7 28.4El Camino Real #1 9 45.2 58.1 0.1 5 5 43.7Holly Street 4 21.1 36.7 0.1 12 12 20.8Total 133.9 276.9 1.0 13 13 130.6Arterial Level of Service: NB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 21 4.4 20 4.2 21 4.3 21Arroyo Avenue 21 5.5 21 6.2 21 5.6 21 21 1.8 21 1.9 21 1.8 21
Olive Street 25 0.3 25 0.2 25 0.2 24
Cherry Street 18 6.8 20 6.4 19 7.2 19San Carlos Avenue #1 18 6.4 16 7.4 17 7.2 14Walnut Street 11 11.4 9 17.5 10 14.5 7Laurel Street 6 30.8 7 27.7 7 29.2 6El Camino Real #1 5 45.0 5 42.5 4 48.4 5Holly Street 11 24.0 12 21.9 13 17.7 12Total 13 136.4 13 136.0 13 136.2 12Arterial Level of Service: NB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 3.7 20 4.4 21 4.0 21 4.0Arroyo Avenue 5.9 20 6.2 21 5.9 22 5.1

1.8 21 1.8 21 1.7 21 1.9
Olive Street 0.4 25 0.2 25 0.3 25 0.2
Cherry Street 7.1 20 6.1 19 6.2 18 8.0San Carlos Avenue #1 11.6 18 5.9 18 6.1 18 5.3Walnut Street 24.5 13 8.3 9 17.7 14 7.0Laurel Street 34.0 9 20.0 6 36.4 6 30.0El Camino Real #1 45.0 5 42.6 5 45.3 5 43.6Holly Street 20.8 14 16.2 11 24.9 12 20.7Total 154.9 14 111.9 12 148.5 13 126.0 Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 19Arterial Level of Service: NB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 21 4.2 21 4.0Arroyo Avenue 21 5.2 21 6.5 21 1.7 21 1.8
Olive Street 25 0.3 25 0.2
Cherry Street 18 7.4 19 6.8San Carlos Avenue #1 20 5.3 18 5.6Walnut Street 14 9.3 15 7.1Laurel Street 7 26.1 8 23.2El Camino Real #1 4 47.6 4 49.0Holly Street 12 21.9 12 20.5Total 13 128.9 14 124.6 January 26, 2026 Packet Pg. 1270
Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 20Arterial Level of Service: SB #2 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelaySan Carlos Avenue #1 9 24.0 40.3 0.1 11 10 28.3Laurel Street 8 11.6 23.0 0.1 11 11 11.7Walnut Street 7 6.6 16.8 0.1 15 15 6.2Elm Street 6 16.8 27.6 0.1 9 11 11.5Cherry Street 11 7.3 26.6 0.1 17 19 5.0Olive Street 15 1.8 22.2 0.1 23 23 1.8 33 0.0 4.5 0.0 25 25 0.0
Arroyo Avenue 19 4.3 13.0 0.1 19 18 4.9
Morse Boulevard 23 3.8 24.2 0.1 22 21 3.7Brittan Avenue 27 6.9 21.5 0.1 20 20 6.6Total 83.3 219.7 1.0 16 16 79.7Arterial Level of Service: SB #2 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedSan Carlos Avenue #1 12 23.1 11 25.9 11 23.3 10Laurel Street 11 12.5 12 10.6 11 12.3 11Walnut Street 15 6.3 15 6.6 14 7.8 15Elm Street 8 20.6 10 14.3 7 23.5 11Cherry Street 17 7.4 17 7.0 17 8.4 16Olive Street 23 1.8 24 1.9 23 1.6 23 26 0.0 25 0.1 25 0.0 25
Arroyo Avenue 20 4.0 19 4.8 20 4.1 19
Morse Boulevard 21 3.7 21 3.9 23 3.7 21Brittan Avenue 19 7.2 20 7.5 22 5.8 19Total 16 86.8 16 82.6 16 90.5 15Arterial Level of Service: SB #2 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelaySan Carlos Avenue #1 30.2 13 19.3 11 23.3 12 22.0Laurel Street 12.2 11 10.9 10 13.3 11 11.0Walnut Street 7.3 16 5.8 15 6.8 16 5.4Elm Street 13.0 10 15.4 10 14.6 8 23.6Cherry Street 8.6 17 6.8 18 6.2 17 8.2Olive Street 2.0 23 1.8 24 1.7 23 2.0

0.1 25 0.1 26 0.0 25 0.1
Arroyo Avenue 4.3 21 3.8 21 3.9 20 4.0
Morse Boulevard 3.9 24 3.2 23 3.8 21 4.2Brittan Avenue 6.7 21 6.4 20 6.9 19 7.1Total 88.2 17 73.4 16 80.5 16 87.5 Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 21Arterial Level of Service: SB #2 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelaySan Carlos Avenue #1 11 25.5 13 20.0Laurel Street 12 10.1 11 12.1Walnut Street 15 7.1 15 6.5Elm Street 10 14.1 9 16.4Cherry Street 18 6.1 17 6.7Olive Street 24 1.7 24 1.8 25 0.0 26 0.0
Arroyo Avenue 18 4.8 19 4.8
Morse Boulevard 22 3.9 22 4.3Brittan Avenue 19 7.2 19 7.3Total 16 80.5 16 80.0 January 26, 2026 Packet Pg. 1271
Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 22Arterial Level of Service: NB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayMorse Boulevard 26 3.9 15.8 0.1 26 26 3.8Arroyo Avenue 22 2.4 14.5 0.1 30 29 2.4Olive Street 18 1.5 13.9 0.1 31 31 1.8Cherry Street 14 5.7 20.2 0.1 26 26 5.1San Carlos Avenue #1 9 79.8 93.8 0.1 5 5 84.1Laurel Street 8 10.3 22.9 0.1 11 10 11.7Walnut Street 7 6.6 16.8 0.1 15 15 6.2Elm Street 6 6.4 16.5 0.1 15 16 5.6Chestnut Street 5 5.5 15.8 0.1 16 16 5.4Total 122.2 230.3 0.9 14 14 126.2Arterial Level of Service: NB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedMorse Boulevard 27 3.5 26 3.7 26 3.9 26Arroyo Avenue 29 2.4 30 2.1 30 2.4 29Olive Street 32 1.4 31 1.4 31 1.5 31Cherry Street 25 5.8 26 5.6 26 5.7 25San Carlos Avenue #1 5 83.8 5 72.5 5 78.8 5Laurel Street 11 9.9 10 12.2 11 9.4 10Walnut Street 15 6.3 15 6.6 14 7.8 15Elm Street 14 7.8 15 6.3 14 8.1 16Chestnut Street 16 5.3 16 5.4 16 5.7 15Total 14 126.2 15 115.9 14 123.4 14Arterial Level of Service: NB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayMorse Boulevard 4.0 26 3.7 27 3.8 26 4.1Arroyo Avenue 2.5 30 2.2 29 2.4 29 2.6Olive Street 1.4 32 1.3 31 1.6 31 1.6Cherry Street 5.9 26 5.3 26 5.1 25 6.2San Carlos Avenue #1 81.1 5 82.0 5 71.1 5 83.2Laurel Street 12.7 11 10.7 12 7.5 12 8.3Walnut Street 7.3 16 5.8 15 6.8 16 5.4Elm Street 5.6 15 6.6 15 6.4 16 5.5Chestnut Street 7.0 17 4.6 16 5.3 17 5.2Total 127.4 14 122.2 15 110.2 14 122.1 Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 23Arterial Level of Service: NB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayMorse Boulevard 26 4.1 26 4.1Arroyo Avenue 30 2.2 30 2.3Olive Street 31 1.5 32 1.3Cherry Street 25 6.0 25 6.5San Carlos Avenue #1 5 78.0 4 86.1Laurel Street 12 9.5 10 11.6Walnut Street 15 7.1 15 6.5Elm Street 16 5.5 15 6.4Chestnut Street 18 4.4 15 6.9Total 14 118.4 14 131.7 January 26, 2026 Packet Pg. 1272
Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 24Arterial Level of Service: SB #1 Delay Travel Dist Arterial Run 1 Run 1
Cross Street Node (s/veh) time (s) (mi) Speed Speed DelayElm Street #2 6 8.0 18.0 0.1 14 13 9.0Walnut Street 7 12.1 22.4 0.1 11 11 13.0Laurel Street 8 28.8 42.2 0.1 7 7 28.4El Camino Real #1 9 33.0 48.0 0.1 6 6 29.2Cherry Street 14 9.6 24.9 0.1 18 18 9.8Olive Street 18 2.3 16.9 0.1 31 31 2.0Arroyo Avenue 22 14.8 26.9 0.1 16 17 13.6Morse Boulevard 26 3.3 15.6 0.1 27 28 2.9Brittan Avenue 30 32.2 43.8 0.1 9 10 31.2Total 144.0 258.8 0.9 13 13 139.0Arterial Level of Service: SB #1 Run 2 Run 2 Run 3 Run 3 Run 4 Run 4 Run 5
Cross Street Speed Delay Speed Delay Speed Delay SpeedElm Street #2 15 6.7 14 8.7 13 9.7 13Walnut Street 9 16.5 11 11.8 11 12.0 9Laurel Street 6 30.8 7 27.7 7 29.2 6El Camino Real #1 6 32.9 6 33.8 6 33.8 6Cherry Street 20 7.6 19 7.9 18 9.8 17Olive Street 31 2.0 30 2.4 31 2.2 30Arroyo Avenue 16 15.3 17 13.8 17 13.4 15Morse Boulevard 28 3.2 28 3.0 28 3.0 27Brittan Avenue 9 33.9 10 31.5 9 32.7 9Total 13 148.9 13 140.7 13 145.8 12Arterial Level of Service: SB #1 Run 5 Run 6 Run 6 Run 7 Run 7 Run 8 Run 8
Cross Street Delay Speed Delay Speed Delay Speed DelayElm Street #2 9.5 15 6.7 15 7.1 15 6.7Walnut Street 17.8 15 6.5 10 15.2 12 11.5Laurel Street 34.0 9 20.0 6 36.4 6 30.0El Camino Real #1 32.7 6 29.4 5 35.9 5 35.6Cherry Street 11.3 17 10.1 16 11.4 17 10.6Olive Street 2.4 30 2.4 30 2.4 31 2.2Arroyo Avenue 17.1 16 14.4 15 16.0 16 15.1Morse Boulevard 3.7 27 3.5 27 3.6 27 3.6Brittan Avenue 34.2 10 29.4 9 32.7 10 31.5Total 162.6 14 122.4 12 160.7 13 146.8 Arterial Level of Service
02/14/2024
San Carlos Downtown Traffic Operations Study SimTraffic ReportPM Existing w San Carlos Ave + ECR Road Diets Page 25Arterial Level of Service: SB #1 Run 9 Run 9 Run 10 Run 10
Cross Street Speed Delay Speed DelayElm Street #2 15 7.3 14 8.3Walnut Street 13 9.5 16 5.8Laurel Street 7 26.1 8 23.2El Camino Real #1 6 32.1 6 34.0Cherry Street 18 9.3 19 7.8Olive Street 31 2.3 31 2.3Arroyo Avenue 17 13.5 16 15.3Morse Boulevard 28 3.3 27 3.4Brittan Avenue 9 34.0 10 30.8Total 13 137.3 14 130.9 January 26, 2026 Packet Pg. 1273
E
Draft Downtown San Carlos Traffic Operations Study
October 2025
Appendix E
Internal Capture Spreadsheets

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