South San Francisco City Council
July 13, 2022

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 125 0 139 0000 1020 573 0 1585 1072 Future Volume (vph) 125 0 139 0000 1020 573 0 1585 1072 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.6 4.4 4.4 4.4
Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.95
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.91 0.85 0.95 1.00 0.85
Flt Protected 0.95 0.98 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1665 1494 1490 4558 5036 1491
Flt Permitted 0.95 0.98 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1665 1494 1490 4558 5036 1491
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 133 0 148 0000 1085 610 0 1686 1140
RTOR Reduction (vph) 0 33 33 0 0 0 0 0 0 0 0 171
Lane Group Flow (vph) 98 60 57 0000 1695 0 0 1686 969
Confl. Peds. (#/hr) 10 10 10 15 15 10
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Parking (#/hr) 0 0
Turn Type Split NA Perm NA NA Perm
Protected Phases 8 8 6 2
Permitted Phases 8 2
Actuated Green, G (s) 9.8 9.8 9.8 101.2 101.2 101.2
Effective Green, g (s) 9.8 9.8 9.8 101.2 101.2 101.2
Actuated g/C Ratio 0.08 0.08 0.08 0.84 0.84 0.84
Clearance Time (s) 4.6 4.6 4.6 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 135 122 121 3843 4247 1257
v/s Ratio Prot c0.06 0.04 0.37 0.33
v/s Ratio Perm 0.04 c0.65
v/c Ratio 0.73 0.49 0.47 0.44 0.40 0.77
Uniform Delay, d1 53.8 52.7 52.6 2.3 2.2 4.2
Progression Factor 1.00 1.00 1.00 1.30 0.74 9.25
Incremental Delay, d2 15.1 1.1 1.1 0.3 0.2 3.9
Delay (s) 68.9 53.8 53.7 3.4 1.9 42.8
Level of Service E D D A A D
Approach Delay (s) 59.0 0.0 3.4 18.4
Approach LOS EAAB
Intersection Summary
HCM 2000 Control Delay 15.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 219 454 186 202 255 120 226 1100 143 11 212 930 Future Volume (vph) 219 454 186 202 255 120 226 1100 143 11 212 930 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.95 1.00 0.99 1.00 1.00 0.96 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 3505 1489 3400 3297 3400 5036 1505 3400 5036 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1752 3505 1489 3400 3297 3400 5036 1505 3400 5036 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 231 478 196 213 268 126 238 1158 151 12 223 979 RTOR Reduction (vph) 0 0 80 0 53 0 0 0 65 0 0 0
Lane Group Flow (vph) 231 478 116 213 341 0 238 1158 86 0 235 979 Confl. Peds. (#/hr) 20 35 35 20 15 20 20
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot Prot NA Protected Phases 3 8 7 4 1 6 5 5 2
Permitted Phases 8 6
Actuated Green, G (s) 17.6 30.8 30.8 10.0 24.6 10.7 51.8 51.8 11.2 51.8 Effective Green, g (s) 17.6 30.8 30.8 10.0 24.6 10.7 51.8 51.8 11.2 51.8 Actuated g/C Ratio 0.15 0.26 0.26 0.08 0.21 0.09 0.43 0.43 0.09 0.43 Clearance Time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Lane Grp Cap (vph) 256 899 382 283 675 303 2173 649 317 2173 v/s Ratio Prot c0.13 c0.14 0.06 0.10 c0.07 c0.23 0.07 0.19 v/s Ratio Perm 0.08 0.06
v/c Ratio 0.90 0.53 0.30 0.75 0.50 0.79 0.53 0.13 0.74 0.45 Uniform Delay, d1 50.4 38.4 35.9 53.8 42.3 53.5 25.2 20.6 53.0 24.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.07 Incremental Delay, d2 31.2 0.3 0.2 9.6 0.2 11.6 0.9 0.4 7.5 0.6 Delay (s) 81.5 38.7 36.1 63.4 42.5 65.2 26.1 21.0 62.7 26.4 Level of Service F D D E D E C C E C
Approach Delay (s) 49.1 49.8 31.6 32.7
Approach LOS D D C C
Intersection Summary
HCM 2000 Control Delay 38.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.7 Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project AM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (vph) 130
Future Volume (vph) 130
Ideal Flow (vphpl) 1900
Total Lost time (s) 4.6
Lane Util. Factor 1.00
Frpb, ped/bikes 0.97
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1516
Flt Permitted 1.00
Satd. Flow (perm) 1516
Peak-hour factor, PHF 0.95
Adj. Flow (vph) 137
RTOR Reduction (vph) 65
Lane Group Flow (vph) 72
Confl. Peds. (#/hr) 15
Confl. Bikes (#/hr)
Heavy Vehicles (%) 3%
Turn Type Perm
Protected Phases
Permitted Phases 2
Actuated Green, G (s) 51.8
Effective Green, g (s) 51.8
Actuated g/C Ratio 0.43
Clearance Time (s) 4.6
Vehicle Extension (s) 0.2
Lane Grp Cap (vph) 654
v/s Ratio Prot
v/s Ratio Perm 0.05
v/c Ratio 0.11
Uniform Delay, d1 20.3
Progression Factor 1.31
Incremental Delay, d2 0.3
Delay (s) 26.9
Level of Service C
Approach Delay (s)
Approach LOS
Intersection Summary
HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 No Project AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 53 119 54 239 73 244 25 55 706 263 22 463 Future Volume (veh/h) 53 119 54 239 73 244 25 55 706 263 22 463 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.96 0.98 0.98 1.00 0.99 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 56 125 29 164 199 55 58 743 36 487 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 130 317 80 226 372 308 75 2088 644 521
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.04 0.41 0.41 0.29 Sat Flow, veh/h 408 1581 400 1204 1856 1537 1767 5066 1561 1767 Grp Volume(v), veh/h 94 0 116 164 199 55 58 743 36 487
Grp Sat Flow(s),veh/h/ln 792 0 1597 1204 1856 1537 1767 1689 1561 1767 Q Serve(g_s), s 6.2 0.0 7.5 16.3 11.5 3.6 3.9 12.1 1.7 32.2 Cycle Q Clear(g_c), s 17.7 0.0 7.5 23.8 11.5 3.6 3.9 12.1 1.7 32.2 Prop In Lane 0.59 0.25 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 207 0 320 226 372 308 75 2088 644 521 V/C Ratio(X) 0.46 0.00 0.36 0.73 0.54 0.18 0.77 0.36 0.06 0.93 Avail Cap(c_a), veh/h 352 0 496 226 372 308 265 2088 644 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.8 0.0 41.4 51.6 43.0 39.8 56.9 24.3 21.2 41.2 Incr Delay (d2), s/veh 1.6 0.0 0.7 11.0 1.5 0.3 15.2 0.5 0.2 18.5 Initial 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 %ile BackOfQ(50%),veh/ln 2.8 0.0 3.1 5.6 5.5 1.4 2.1 4.9 0.6 16.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.4 0.0 42.1 62.7 44.5 40.1 72.0 24.8 21.4 59.6 LnGrp LOS D A D E D D E C C E
Approach Vol, veh/h 210 418 837
Approach Delay, s/veh 45.3 51.0 27.9
Approach LOS D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.1 84.2 27.7 38.4 53.9 27.7
Change Period (Y+Rc), s 3.0 4.4 3.7 3.0 4.4 3.7
Max Green Setting (Gmax), s 18.0 53.6 19.0 44.0 27.6 37.3 Max Q Clear Time (g_c+I1), s 5.9 16.6 25.8 34.2 14.1 19.7 Green Ext Time (p_c), s 0.1 12.8 0.0 1.2 4.4 1.2
Intersection Summary
HCM 6th Ctrl Delay 29.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 No Project AM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1270 47
Future Volume (veh/h) 1270 47
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1856 1856
Adj Flow Rate, veh/h 1337 47
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 3 3
Cap, veh/h 3339 117
Arrive On Green 0.66 0.66
Sat Flow, veh/h 5023 177
Grp Volume(v), veh/h 899 485
Grp Sat Flow(s),veh/h/ln 1689 1823
Q Serve(g_s), s 14.6 14.6
Cycle Q Clear(g_c), s 14.6 14.6
Prop In Lane 0.10
Lane Grp Cap(c), veh/h 2244 1211
V/C Ratio(X) 0.40 0.40
Avail Cap(c_a), veh/h 2244 1211
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 9.2 9.2
Incr Delay (d2), s/veh 0.5 1.0
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.2 5.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.7 10.2
LnGrp LOS A B
Approach Vol, veh/h 1871
Approach Delay, s/veh 22.8
Approach LOS C
Timer - Assigned Phs
HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 318 902 0 0 495 266 118 228 478 0 0 0 Future Volume (veh/h) 318 902 0 0 495 266 118 228 478 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 328 930 0 0 510 0 122 355 364
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 678 2237 0 0 1343 462 485 411
Arrive On Green 0.39 1.00 0.00 0.00 0.12 0.00 0.26 0.26 0.26 Sat Flow, veh/h 3456 3647 0 0 3647 1585 1781 1870 1585
Grp Volume(v), veh/h 328 930 0 0 510 0 122 355 364
Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1777 1585 1781 1870 1585 Q Serve(g_s), s 6.4 0.0 0.0 0.0 11.9 0.0 4.9 15.6 19.9
Cycle Q Clear(g_c), s 6.4 0.0 0.0 0.0 11.9 0.0 4.9 15.6 19.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 678 2237 0 0 1343 462 485 411
V/C Ratio(X) 0.48 0.42 0.00 0.00 0.38 0.26 0.73 0.89
Avail Cap(c_a), veh/h 678 2237 0 0 1343 574 603 511
HCM Platoon Ratio 2.00 2.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 0.00 0.00 0.89 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.9 0.0 0.0 0.0 29.7 0.0 26.5 30.5 32.0 Incr Delay (d2), s/veh 0.2 0.5 0.0 0.0 0.7 0.0 0.1 2.4 12.8 Initial Q Delay(d3),s/veh 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 0.2 0.0 0.0 5.7 0.0 2.0 7.1 8.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.1 0.5 0.0 0.0 30.4 0.0 26.6 32.9 44.8 LnGrp LOS C A A A C C C D
Approach Vol, veh/h 1258 510 A 841
Approach Delay, s/veh 6.7 30.4 37.1
Approach LOS A C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 61.7 22.7 39.0 28.3
Change Period (Y+Rc), s 5.0 5.0 * 5 5.0
Max Green Setting (Gmax), s 44.0 13.0 * 34 29.0
Max Q Clear Time (g_c+I1), s 2.0 8.4 13.9 21.9
Green Ext Time (p_c), s 11.1 0.3 4.4 1.5
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

SimTraffic Performance Report
2024 No Project AM 08/05/2020
Southline SimTraffic Report

4: Scott St Performance by movement
Movement EBT WBT SBT All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 2.6 6.6 3.7 4.0
Vehicles Entered 169 94 10 273
Vehicles Exited 169 94 10 273
Hourly Exit Rate 169 94 10 273
Input Volume 170 91 10 271
% of Volume 100 103 98 101
Denied Entry Before 0000
Denied Entry After 0000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.3 0.2 0.2 0.2 0.3 Total Del/Veh (s) 4.6 8.9 3.0 3.8 3.2 2.7 8.7 10.6 8.6 9.5 6.5 6.0 Vehicles Entered 6 6 15 48 9 31 5 145 116 47 133 4
Vehicles Exited 6 6 15 48 9 30 5 145 116 47 132 4
Hourly Exit Rate 6 6 15 48 9 30 5 145 116 47 132 4
Input Volume 6 6 14 48 6 32 5 156 119 44 131 3
% of Volume 96 96 105 99 150 94 100 93 97 106 101 133
Denied Entry Before 000000000000
Denied Entry After 000000000000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement All
Denied Del/Veh (s) 0.2
Total Del/Veh (s) 7.6
Vehicles Entered 565
Vehicles Exited 563
Hourly Exit Rate 563
Input Volume 571
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
SimTraffic Performance Report
2024 No Project AM 08/05/2020
Southline SimTraffic Report

16: San Mateo Ave & Scott St Performance by movement
Movement EBL EBT EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.3 0.2 0.2 0.2
Total Del/Veh (s) 5.8 1.0 4.1 6.4 7.1 6.6 4.3 6.2
Vehicles Entered 93 15 68 53 237 139 36 641
Vehicles Exited 93 15 68 53 238 137 36 640
Hourly Exit Rate 93 15 68 53 238 137 36 640
Input Volume 95 17 66 52 248 142 34 654
% of Volume 98 87 103 101 96 97 106 98
Denied Entry Before 00000000
Denied Entry After 00000000
Total Network Performance
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 11.8
Vehicles Entered 964
Vehicles Exited 966
Hourly Exit Rate 966
Input Volume 2712
% of Volume 36
Denied Entry Before 0
Denied Entry After 0
Queuing and Blocking Report
2024 No Project AM 08/05/2020
Southline SimTraffic Report

Intersection: 4: Scott St
Movement EB WB SB
Directions Served T T T
Maximum Queue (ft) 86 86 32
Average Queue (ft) 40 18 6
95th Queue (ft) 86 61 27
Link Distance (ft) 5 142 1849
Upstream Blk Time (%) 10 0
Queuing Penalty (veh) 17 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Dollar Ave/Herman Ave & Scott St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 33 53 187 124
Average Queue (ft) 19 30 65 65
95th Queue (ft) 42 45 129 104
Link Distance (ft) 525 5 1137 1856
Upstream Blk Time (%) 5
Queuing Penalty (veh) 5
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: San Mateo Ave & Scott St
Movement EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 109 141 107
Average Queue (ft) 47 69 56
95th Queue (ft) 83 111 91
Link Distance (ft) 174 939 1430
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 22

HCM Signalized Intersection Capacity Analysis
1: Airport Blvd. & Miller Ave 09/24/2020
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 85 286 318 3 123 407 0 0 278 97 Future Volume (vph) 0 0 85 286 318 3 123 407 0 0 278 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.0 4.0 4.6 4.6
Lane Util. Factor 1.00 0.95 0.95 0.95 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.86 1.00 1.00 1.00 0.96
Flt Protected 1.00 0.95 1.00 0.99 1.00
Satd. Flow (prot) 1565 1633 1741 3488 3267
Flt Permitted 1.00 0.95 1.00 0.99 1.00
Satd. Flow (perm) 1565 1633 1741 3488 3267
Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 0 93 314 349 3 135 447 0 0 305 107
RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 81 0
Lane Group Flow (vph) 0 0 93 283 383 0 0 582 0 0 331 0
Confl. Peds. (#/hr) 15
Heavy Vehicles (%) 0% 0% 5% 5% 3% 0% 0% 3% 0% 0% 5% 5%
Turn Type Over Perm NA Split NA NA
Protected Phases 1 6 1 1 4
Permitted Phases 6
Actuated Green, G (s) 12.8 13.4 13.4 12.8 10.6
Effective Green, g (s) 12.8 13.4 13.4 12.8 10.6
Actuated g/C Ratio 0.26 0.27 0.27 0.26 0.21
Clearance Time (s) 4.6 4.0 4.0 4.6 4.6
Vehicle Extension (s) 4.0 3.5 3.5 4.0 3.0
Lane Grp Cap (vph) 400 437 466 892 692
v/s Ratio Prot 0.06 c0.17 c0.10
v/s Ratio Perm 0.17 0.22
v/c Ratio 0.23 0.65 0.82 0.65 0.48
Uniform Delay, d1 14.7 16.2 17.2 16.6 17.3
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.4 7.2 15.0 1.9 0.5
Delay (s) 15.1 23.4 32.2 18.5 17.8
Level of Service B C C B B
Approach Delay (s) 15.1 28.5 18.5 17.8
Approach LOS B C B B
Intersection Summary
HCM 2000 Control Delay 22.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 50.0 Sum of lost time (s) 13.2 Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
2: Airport Blvd. & Baden Ave. 09/24/2020
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Volume (veh/h) 357 223 20 308 347 4 833 437
Future Volume (veh/h) 357 223 20 308 347 4 833 437
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1657 1710 1657 1657 1657 1657
Adj Flow Rate, veh/h 237 247 328 369 886 171
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 4 0 4 4 4 4
Cap, veh/h 310 285 1074 2258 1009 447
Arrive On Green 0.20 0.20 0.35 0.72 0.32 0.32
Sat Flow, veh/h 1578 1449 3061 3230 3230 1393
Grp Volume(v), veh/h 237 247 328 369 886 171
Grp Sat Flow(s),veh/h/ln 1578 1449 1530 1574 1574 1393
Q Serve(g_s), s 14.2 16.5 7.8 3.8 26.6 9.5
Cycle Q Clear(g_c), s 14.2 16.5 7.8 3.8 26.6 9.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 310 285 1074 2258 1009 447
V/C Ratio(X) 0.76 0.87 0.31 0.16 0.88 0.38
Avail Cap(c_a), veh/h 521 478 1074 2258 1240 549
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.96 0.96 0.85 0.85 0.46 0.46
Uniform Delay (d), s/veh 38.0 38.9 23.6 4.5 32.1 26.3
Incr Delay (d2), s/veh 1.4 4.1 0.1 0.1 5.4 1.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.6 6.2 2.7 1.0 10.5 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.4 43.0 23.6 4.7 37.5 27.5
LnGrp LOS D D C A D C
Approach Vol, veh/h 484 697 1057
Approach Delay, s/veh 41.3 13.6 35.9
Approach LOS D B D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 39.7 36.7 76.4 23.6
Change Period (Y+Rc), s 4.6 * 4.6 4.6 4.0
Max Green Setting (Gmax), s 13.0 * 39 48.4 33.0
Max Q Clear Time (g_c+I1), s 9.8 28.6 5.8 18.5
Green Ext Time (p_c), s 0.3 3.4 1.5 1.1
Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
3: Airport Blvd. & Grand Ave. 09/24/2020
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 162 54 85 677 248 247 59 483 128 115 475 109 Future Volume (vph) 162 54 85 677 248 247 59 483 128 115 475 109 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 Lane Util. Factor 0.95 0.97 1.00 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.96 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 2893 3060 1660 1383 1547 3094 1384 1408 2953 1309 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 2893 3060 1660 1383 1547 3094 1384 1408 2953 1309 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 167 56 88 698 256 255 61 498 132 119 490 112 RTOR Reduction (vph) 0 37 0 0 0 185 0 0 0 0 0 87
Lane Group Flow (vph) 0 274 0 698 256 70 61 498 132 79 530 25 Confl. Peds. (#/hr) 80 10
Confl. Bikes (#/hr) 5 10 5
Heavy Vehicles (%) 1% 1% 1% 3% 3% 3% 5% 5% 5% 5% 5% 5%
Turn Type Split NA Split NA Perm Split NA custom Split NA Perm Protected Phases 4 4 7 7 6 6 2 6 7! 2! 2
Permitted Phases 7 2
Actuated Green, G (s) 20.4 33.0 33.0 33.0 21.5 21.5 90.7 26.4 26.4 26.4 Effective Green, g (s) 20.4 33.0 33.0 33.0 21.5 21.5 90.7 26.4 26.4 26.4 Actuated g/C Ratio 0.17 0.28 0.28 0.28 0.18 0.18 0.76 0.22 0.22 0.22 Clearance Time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.5 2.5 2.0 2.0 2.0 Lane Grp Cap (vph) 491 841 456 380 277 554 1046 309 649 287 v/s Ratio Prot c0.09 c0.23 0.15 0.04 c0.16 0.10 0.06 c0.18 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.56 0.83 0.56 0.18 0.22 0.90 0.13 0.26 0.82 0.09 Uniform Delay, d1 45.7 40.9 37.3 33.2 42.1 48.2 4.0 38.7 44.5 37.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 6.8 1.6 0.2 0.3 17.2 0.0 2.0 10.9 0.6 Delay (s) 46.5 47.7 38.9 33.5 42.4 65.4 4.0 40.7 55.4 37.8 Level of Service D D D C D E A D E D
Approach Delay (s) 46.5 42.8 51.6 51.1
Approach LOS D D D D
Intersection Summary
HCM 2000 Control Delay 47.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.7 Intersection Capacity Utilization 87.4% ICU Level of Service E Analysis Period (min) 15
! Phase conflict between lane groups.
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Linden Ave. & Baden Ave. 09/24/2020
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 32 177 35 367 248 24 18 196 426 38 244 43 Future Volume (vph) 32 177 35 367 248 24 18 196 426 38 244 43 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 3.5 3.5 3.0 3.0 3.0
Lane Util. Factor 0.95 1.00 1.00 1.00 0.88 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.98 1.00 0.99 1.00 0.85 0.98
Flt Protected 0.99 0.95 1.00 1.00 1.00 0.99
Satd. Flow (prot) 2724 1413 1461 1481 2224 1438
Flt Permitted 0.99 0.95 1.00 0.96 1.00 0.94
Satd. Flow (perm) 2724 1413 1461 1423 2224 1363
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 34 190 38 395 267 26 19 211 458 41 262 46 RTOR Reduction (vph) 0 15 0 0 4 0 0 0 198 0 6 0
Lane Group Flow (vph) 0 247 0 395 289 0 0 230 260 0 343 0 Confl. Peds. (#/hr) 15 10 10 20
Confl. Bikes (#/hr) 5 5 5 10
Heavy Vehicles (%) 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% Turn Type Split NA Split NA Perm NA pt+ov Perm NA
Protected Phases 1 1 2 2 4 4 2 4
Permitted Phases 4 4
Actuated Green, G (s) 28.9 27.3 27.3 23.8 54.6 23.8
Effective Green, g (s) 28.9 27.3 27.3 23.8 51.1 23.8
Actuated g/C Ratio 0.32 0.30 0.30 0.26 0.57 0.26
Clearance Time (s) 3.5 3.5 3.5 3.0 3.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 874 428 443 376 1262 360
v/s Ratio Prot c0.09 c0.28 0.20 0.12
v/s Ratio Perm 0.16 c0.25
v/c Ratio 0.28 0.92 0.65 0.61 0.21 0.95
Uniform Delay, d1 22.8 30.3 27.2 29.0 9.5 32.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.8 25.0 2.6 2.1 0.0 34.9
Delay (s) 23.6 55.4 29.8 31.1 9.6 67.4
Level of Service C E C C A E
Approach Delay (s) 23.6 44.5 16.8 67.4
Approach LOS C D B E
Intersection Summary
HCM 2000 Control Delay 36.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Produce Ave./Airport Blvd. & San Mateo Ave./So. Airport Blvd. 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 174 206 780 230 388 104 15 269 163 849 134 Future Volume (veh/h) 169 174 206 780 230 388 104 15 269 163 849 134 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1678 1678 1678 1856 1856 1856 Adj Flow Rate, veh/h 202 149 0 821 242 0 109 16 0 172 894 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 6 6 6 6 6 6 15 15 15 3 3 3
Cap, veh/h 398 209 890 467 143 821 372 1363
Arrive On Green 0.12 0.12 0.00 0.26 0.26 0.00 0.09 0.26 0.00 0.21 0.39 0.00 Sat Flow, veh/h 3450 1811 1535 3450 1811 1535 1598 3272 0 1767 3526 1572 Grp Volume(v), veh/h 202 149 0 821 242 0 109 16 0 172 894 0 Grp Sat Flow(s),veh/h/ln 1725 1811 1535 1725 1811 1535 1598 1594 0 1767 1763 1572 Q Serve(g_s), s 6.6 9.5 0.0 27.8 13.7 0.0 8.0 0.4 0.0 10.2 25.0 0.0 Cycle Q Clear(g_c), s 6.6 9.5 0.0 27.8 13.7 0.0 8.0 0.4 0.0 10.2 25.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 398 209 890 467 143 821 372 1363 V/C Ratio(X) 0.51 0.71 0.92 0.52 0.76 0.02 0.46 0.66
Avail Cap(c_a), veh/h 635 334 914 480 160 821 372 1363
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.00 0.35 0.35 0.00 1.00 1.00 0.00 0.68 0.68 0.00 Uniform Delay (d), s/veh 49.9 51.2 0.0 43.3 38.1 0.0 53.4 33.2 0.0 41.4 30.3 0.0 Incr Delay (d2), s/veh 0.3 1.6 0.0 6.0 0.3 0.0 14.9 0.0 0.0 2.8 1.7 0.0 Initial 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 2.9 4.4 0.0 12.6 6.2 0.0 3.8 0.2 0.0 4.7 10.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.2 52.7 0.0 49.4 38.4 0.0 68.3 33.3 0.0 44.2 32.0 0.0 LnGrp LOS D D D D E C D C
Approach Vol, veh/h 351 A 1063 A 125 A 1066 A
Approach Delay, s/veh 51.3 46.9 63.8 33.9
Approach LOS D D E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.7 51.3 18.4 30.2 35.8 35.6
Change Period (Y+Rc), s 4.0 4.9 4.6 4.9 * 4.9 4.6
Max Green Setting (Gmax), s 12.0 36.0 22.1 17.1 * 31 31.8 Max Q Clear Time (g_c+I1), s 10.0 27.0 11.5 12.2 2.4 29.8 Green Ext Time (p_c), s 0.0 4.3 0.8 0.1 0.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 43.0
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
8: So. Airport Blvd. & Mitchell Ave. & Gateway Blvd. 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 54 108 392 63 384 16 487 208 66 6 204 563 Future Volume (veh/h) 54 108 392 63 384 16 487 208 66 6 204 563 Initial Q (Qb), veh 0 13 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1781 1781 1811 1811 1811 1767 1767 1767 1841 1841 1841 Adj Flow Rate, veh/h 57 134 128 67 409 13 518 221 0 6 217 413 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 8 8 8 6 6 6 9 9 9 4 4 4
Cap, veh/h 131 450 392 141 469 15 844 868 391 410 327
Arrive On Green 0.08 0.25 0.25 0.08 0.25 0.25 0.27 0.27 0.00 0.22 0.22 0.22 Sat Flow, veh/h 1697 1781 1482 1725 1743 55 3264 3445 0 1753 1841 1469 Grp Volume(v), veh/h 57 134 128 67 0 422 518 221 0 6 217 413 Grp Sat Flow(s),veh/h/ln 1697 1781 1482 1725 0 1799 1632 1678 0 1753 1841 1469 Q Serve(g_s), s 3.4 6.4 7.5 3.9 0.0 24.0 14.4 5.4 0.0 0.3 10.9 23.4 Cycle Q Clear(g_c), s 3.4 6.4 7.5 3.9 0.0 24.0 14.4 5.4 0.0 0.3 10.9 23.4 Prop In Lane 1.00 1.00 1.00 0.03 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 131 450 392 141 0 484 844 868 391 410 327 V/C Ratio(X) 0.44 0.30 0.33 0.48 0.00 0.87 0.61 0.25 0.02 0.53 1.26 Avail Cap(c_a), veh/h 179 492 409 182 0 497 897 922 391 410 327 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.78 0.78 0.78 1.00 0.00 1.00 0.93 0.93 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.3 32.9 31.1 46.1 0.0 36.7 34.3 30.9 0.0 31.8 35.9 40.8 Incr Delay (d2), s/veh 0.7 0.2 0.3 0.9 0.0 14.7 3.1 0.7 0.0 0.0 0.7 140.0 Initial Q Delay(d3),s/veh 0.0 8.6 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 1.4 5.3 2.6 1.7 0.0 12.1 6.1 2.3 0.0 0.1 4.9 21.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 41.7 31.4 47.0 0.0 51.3 37.4 31.5 0.0 31.8 36.6 180.8 LnGrp LOS D D C D A D D C C D F
Approach Vol, veh/h 319 489 739 A 636
Approach Delay, s/veh 38.5 50.7 35.6 130.2
Approach LOS D D D F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.6 30.7 33.4 12.1 31.2 28.3
Change Period (Y+Rc), s 4.0 4.6 4.6 4.0 4.6 4.9
Max Green Setting (Gmax), s 11.1 29.0 23.4 11.1 29.0 23.4 Max Q Clear Time (g_c+I1), s 5.9 9.5 16.4 5.4 26.0 25.4 Green Ext Time (p_c), s 0.0 1.0 1.5 0.0 0.5 0.0
Intersection Summary
HCM 6th Ctrl Delay 67.0
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 404 24 287 33 44 29 5 373 355 45 12 20 Future Volume (vph) 404 24 287 33 44 29 5 373 355 45 12 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0
Lane Util. Factor 0.95 0.95 0.88 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.97 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.98 1.00
Flt Protected 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95
Satd. Flow (prot) 1618 1630 2682 1755 1479 1703 3314 1703 Flt Permitted 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95
Satd. Flow (perm) 1618 1630 2682 1755 1479 1703 3314 1703 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 421 25 299 34 46 30 5 389 370 47 12 21
RTOR Reduction (vph) 0 0 236 0 0 27 0 0 7 0 0 0
Lane Group Flow (vph) 215 231 63 0 80 3 0 394 410 0 0 34 Confl. Peds. (#/hr) 20 20 30 30
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6%
Turn Type Split NA Perm Split NA Perm Prot Prot NA Prot Prot Protected Phases 4 4 3 3 5 5 2 1 1
Permitted Phases 4 3
Actuated Green, G (s) 16.5 16.5 16.5 7.3 7.3 20.7 35.4 4.4 Effective Green, g (s) 16.5 16.5 16.5 7.3 7.3 20.7 35.4 4.4 Actuated g/C Ratio 0.21 0.21 0.21 0.09 0.09 0.26 0.45 0.06 Clearance Time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 340 343 564 163 137 449 1496 95
v/s Ratio Prot 0.13 c0.14 c0.05 c0.23 0.12 0.02
v/s Ratio Perm 0.02 0.00
v/c Ratio 0.63 0.67 0.11 0.49 0.02 0.88 0.27 0.36
Uniform Delay, d1 28.2 28.5 25.0 33.8 32.3 27.6 13.5 35.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.8 5.1 0.1 2.3 0.1 17.3 0.1 2.3
Delay (s) 32.0 33.6 25.1 36.1 32.4 44.9 13.6 37.9
Level of Service C C C D C D B D
Approach Delay (s) 29.7 35.1 28.8
Approach LOS C D C
Intersection Summary
HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 78.4 Sum of lost time (s) 14.8 Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 518 182
Future Volume (vph) 518 182
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 4.1 4.1
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 0.97
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 1.00 1.00
Satd. Flow (prot) 3406 1482
Flt Permitted 1.00 1.00
Satd. Flow (perm) 3406 1482
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 540 190
RTOR Reduction (vph) 0 144
Lane Group Flow (vph) 540 46
Confl. Peds. (#/hr)
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 6% 6%
Turn Type NA Perm
Protected Phases 6
Permitted Phases 6
Actuated Green, G (s) 19.1 19.1
Effective Green, g (s) 19.1 19.1
Actuated g/C Ratio 0.24 0.24
Clearance Time (s) 4.1 4.1
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 829 361
v/s Ratio Prot c0.16
v/s Ratio Perm 0.03
v/c Ratio 0.65 0.13
Uniform Delay, d1 26.7 23.1
Progression Factor 1.00 1.00
Incremental Delay, d2 1.8 0.2
Delay (s) 28.5 23.3
Level of Service C C
Approach Delay (s) 27.6
Approach LOS C
Intersection Summary
HCM 6th Signalized Intersection Summary
14: 280 SB Ramps/Rollingwood Drive & Sneath Lane 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 34 296 24 85 666 580 93 87 172 140 87 58 Future Volume (veh/h) 34 296 24 85 666 580 93 87 172 140 87 58 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 35 302 22 87 680 382 95 89 0 143 89 39 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 78 768 56 133 892 738 124 116 210 146 64
Arrive On Green 0.04 0.44 0.44 0.07 0.47 0.47 0.13 0.13 0.00 0.12 0.12 0.12 Sat Flow, veh/h 1795 1736 126 1795 1885 1559 949 889 1598 1795 1243 545 Grp Volume(v), veh/h 35 0 324 87 680 382 184 0 0 143 0 128 Grp Sat Flow(s),veh/h/ln 1795 0 1862 1795 1885 1559 1838 0 1598 1795 0 1787 Q Serve(g_s), s 1.2 0.0 7.5 3.0 18.9 10.9 6.2 0.0 0.0 4.9 0.0 4.3 Cycle Q Clear(g_c), s 1.2 0.0 7.5 3.0 18.9 10.9 6.2 0.0 0.0 4.9 0.0 4.3 Prop In Lane 1.00 0.07 1.00 1.00 0.52 1.00 1.00 0.30
Lane Grp Cap(c), veh/h 78 0 824 133 892 738 240 0 210 0 209 V/C Ratio(X) 0.45 0.00 0.39 0.65 0.76 0.52 0.77 0.00 0.68 0.00 0.61 Avail Cap(c_a), veh/h 564 0 1317 564 1333 1103 635 0 790 0 786 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.7 0.0 12.0 28.7 13.8 11.7 26.7 0.0 0.0 26.9 0.0 26.7 Incr Delay (d2), s/veh 1.5 0.0 0.4 2.0 2.0 0.8 1.9 0.0 0.0 1.4 0.0 1.1 Initial 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 2.8 1.3 6.9 3.2 2.6 0.0 0.0 2.1 0.0 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.2 0.0 12.4 30.7 15.9 12.5 28.7 0.0 0.0 28.4 0.0 27.8 LnGrp LOS C A B C B B C A C A C
Approach Vol, veh/h 359 1149 184 A 271
Approach Delay, s/veh 14.2 15.9 28.7 28.1
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.3 34.6 11.0 8.2 32.7 11.8
Change Period (Y+Rc), s 3.5 4.5 3.5 3.5 4.5 3.5
Max Green Setting (Gmax), s 20.0 45.0 28.0 20.0 45.0 22.0 Max Q Clear Time (g_c+I1), s 3.2 20.9 6.9 5.0 9.5 8.2
Green Ext Time (p_c), s 0.0 9.2 0.7 0.1 3.1 0.5
Intersection Summary
HCM 6th Ctrl Delay 18.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
15: 280 NB Ramps/Driveway & Sneath Lane 09/24/2020
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 626 90 359 943 0 392 0 173 0 2 3 Future Volume (veh/h) 3 626 90 359 943 0 392 0 173 0 2 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 3 632 39 363 953 0 400 0 9 0 2 1
Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 4 927 402 625 1311 0 560 0 247 0 6 3
Arrive On Green 0.25 0.25 0.25 0.35 0.35 0.00 0.16 0.00 0.16 0.00 0.00 0.00 Sat Flow, veh/h 17 3659 1588 1795 3770 0 3591 0 1582 0 1179 589 Grp Volume(v), veh/h 341 294 39 363 953 0 400 0 9 0 0 3 Grp Sat Flow(s),veh/h/ln 1884 1791 1588 1795 1885 0 1795 0 1582 0 0 1768 Q Serve(g_s), s 10.5 9.4 1.2 10.6 14.1 0.0 6.8 0.0 0.3 0.0 0.0 0.1 Cycle Q Clear(g_c), s 10.5 9.4 1.2 10.6 14.1 0.0 6.8 0.0 0.3 0.0 0.0 0.1 Prop In Lane 0.01 1.00 1.00 0.00 1.00 1.00 0.00 0.33
Lane Grp Cap(c), veh/h 478 454 402 625 1311 0 560 0 247 0 0 9 V/C Ratio(X) 0.71 0.65 0.10 0.58 0.73 0.00 0.71 0.00 0.04 0.00 0.00 0.35 Avail Cap(c_a), veh/h 1210 1150 1020 1012 2126 0 1350 0 595 0 0 554 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 21.7 21.3 18.2 17.0 18.2 0.0 25.6 0.0 22.9 0.0 0.0 31.7 Incr Delay (d2), s/veh 1.5 1.2 0.1 0.6 0.6 0.0 0.6 0.0 0.0 0.0 0.0 8.7 Initial 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 3.6 0.4 3.9 5.3 0.0 2.7 0.0 0.1 0.0 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.2 22.5 18.3 17.7 18.8 0.0 26.2 0.0 22.9 0.0 0.0 40.4 LnGrp LOS C C B B B A C A C A A D
Approach Vol, veh/h 674 1316 409 3
Approach Delay, s/veh 22.6 18.5 26.2 40.4
Approach LOS C B C D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 26.3 13.5 20.3 3.8
Change Period (Y+Rc), s 4.1 3.5 4.1 3.5
Max Green Setting (Gmax), s 36.0 24.0 41.0 20.0
Max Q Clear Time (g_c+I1), s 16.1 8.8 12.5 2.1
Green Ext Time (p_c), s 6.1 0.7 3.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 21.0
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
17: Cherry Avenue & Sneath Lane 09/24/2020
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 655 138 153 924 322 176
Future Volume (veh/h) 655 138 153 924 322 176
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885
Adj Flow Rate, veh/h 675 68 158 953 332 39
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 1 1 1 1 1 1
Cap, veh/h 1813 805 202 2517 506 232
Arrive On Green 0.51 0.51 0.11 0.70 0.15 0.15
Sat Flow, veh/h 3676 1590 1795 3676 3483 1598
Grp Volume(v), veh/h 675 68 158 953 332 39
Grp Sat Flow(s),veh/h/ln 1791 1590 1795 1791 1742 1598
Q Serve(g_s), s 6.8 0.5 5.1 6.4 5.3 1.3
Cycle Q Clear(g_c), s 6.8 0.5 5.1 6.4 5.3 1.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1813 805 202 2517 506 232
V/C Ratio(X) 0.37 0.08 0.78 0.38 0.66 0.17
Avail Cap(c_a), veh/h 3686 1636 1060 6043 2174 997
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.9 1.2 25.6 3.6 23.9 22.2
Incr Delay (d2), s/veh 0.2 0.1 2.5 0.1 1.4 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.0 0.4 2.1 1.1 2.1 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.1 1.3 28.1 3.7 25.4 22.5
LnGrp LOS A A C A C C
Approach Vol, veh/h 743 1111 371
Approach Delay, s/veh 8.4 7.2 25.1
Approach LOS A A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 11.7 35.0 46.7 12.6
Change Period (Y+Rc), s 5.0 * 5 5.0 4.0
Max Green Setting (Gmax), s 35.0 * 61 100.0 37.0
Max Q Clear Time (g_c+I1), s 7.1 8.8 8.4 7.3
Green Ext Time (p_c), s 0.1 7.9 12.5 1.3
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
18: Huntington Avenue/Huntington Ave & San Bruno Avenue 07/05/2021 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 84 362 92 14 603 0 0 228 10 129 281 209 Future Volume (vph) 84 362 92 14 603 0 0 228 10 129 281 209 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 10 10 12 10 12 10 12 12 12 12 12
Total Lost time (s) 3.7 2.7 3.7 2.7 3.7 3.7 3.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.97 1.00 1.00 0.99 1.00 0.94
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3184 1770 3303 1849 1770 3247
Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3184 1770 3303 1849 1770 3247
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.92 0.92 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 88 381 97 15 635 0 0 240 11 136 296 220 RTOR Reduction (vph) 0 14 0 0 0 0 0 2 0 0 107 0
Lane Group Flow (vph) 88 464 0 15 635 0 0 249 0 136 409 0 Confl. Peds. (#/hr) 45 15 15 20 20 35
Confl. Bikes (#/hr) 5 5
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 13 10 9 14 11 16 15 12
Permitted Phases
Actuated Green, G (s) 7.1 34.0 1.0 27.9 16.6 10.9 31.2
Effective Green, g (s) 7.1 35.0 1.0 28.9 16.6 10.9 31.2 Actuated g/C Ratio 0.09 0.45 0.01 0.37 0.21 0.14 0.40
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 162 1441 22 1234 397 249 1310
v/s Ratio Prot c0.05 c0.15 0.01 c0.19 c0.13 c0.08 0.13
v/s Ratio Perm
v/c Ratio 0.54 0.32 0.68 0.51 0.63 0.55 0.31
Uniform Delay, d1 33.6 13.6 38.0 18.8 27.5 30.9 15.7
Progression Factor 1.00 1.00 1.40 0.46 1.00 1.00 1.00
Incremental Delay, d2 2.0 0.1 48.6 0.3 3.1 1.3 0.1
Delay (s) 35.5 13.7 101.7 8.9 30.6 32.2 15.9
Level of Service D B F A C C B
Approach Delay (s) 17.1 11.1 30.6 19.3
Approach LOS B B C B
Intersection Summary
HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 77.3 Sum of lost time (s) 14.8 Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
19: San Mateo Avenue & San Bruno Avenue 07/05/2021
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 94 373 0 145 607 59 8 51 129 0 103 210 Future Volume (vph) 94 373 0 145 607 59 8 51 129 0 103 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 3.7 3.7 2.7 2.7 3.7 2.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.99 1.00 0.85 0.90
Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 1.00
Satd. Flow (prot) 1736 3471 1736 3417 1815 1517 1627
Flt Permitted 0.95 1.00 0.95 1.00 0.96 1.00 1.00
Satd. Flow (perm) 1736 3471 1736 3417 1757 1517 1627
Peak-hour factor, PHF 0.97 0.97 0.92 0.97 0.97 0.97 0.97 0.97 0.97 0.92 0.97 0.97 Adj. Flow (vph) 97 385 0 149 626 61 8 53 133 0 106 216
RTOR Reduction (vph) 0 0 0 0 5 0 0 0 79 0 85 0
Lane Group Flow (vph) 97 385 0 149 682 0 0 61 54 0 237 0 Confl. Peds. (#/hr) 10 15
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 4% 4% 2% 4% 4% 4% 4% 4% 4% 2% 4% 4%
Turn Type Prot NA Prot NA Perm NA Perm Prot NA
Protected Phases 5 2 1 6 8 7 4
Permitted Phases 8 8
Actuated Green, G (s) 7.2 23.4 11.6 27.8 31.2 31.2 31.2 Effective Green, g (s) 7.2 23.4 11.6 28.8 32.2 31.2 32.2 Actuated g/C Ratio 0.09 0.30 0.15 0.37 0.42 0.40 0.42
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 161 1050 260 1273 731 612 677
v/s Ratio Prot c0.06 0.11 c0.09 c0.20 c0.15
v/s Ratio Perm 0.03 0.04
v/c Ratio 0.60 0.37 0.57 0.54 0.08 0.09 0.35
Uniform Delay, d1 33.7 21.1 30.5 19.0 13.6 14.3 15.4
Progression Factor 1.20 0.89 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 4.2 0.2 1.9 0.4 0.0 0.1 0.3
Delay (s) 44.7 19.0 32.4 19.4 13.7 14.3 15.7
Level of Service D B C B B B B
Approach Delay (s) 24.2 21.8 14.1 15.7
Approach LOS C C B B
Intersection Summary
HCM 2000 Control Delay 20.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 77.3 Sum of lost time (s) 14.8 Intersection Capacity Utilization 52.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
20: 280 SB On Ramp/280 SB Off Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 480 153 437 869 0 0 0 0 198 118 271 Future Volume (veh/h) 0 480 153 437 869 0 0 0 0 198 118 271 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 1900 1900 0 1900 1900 1900 Adj Flow Rate, veh/h 0 527 0 480 955 0 238 101 31
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1960 1293 2894 0 340 178 151
Arrive On Green 0.00 0.38 0.00 0.74 1.00 0.00 0.09 0.09 0.09 Sat Flow, veh/h 0 5358 1610 3510 3705 0 3619 1900 1610
Grp Volume(v), veh/h 0 527 0 480 955 0 238 101 31
Grp Sat Flow(s),veh/h/ln 0 1729 1610 1755 1805 0 1810 1900 1610 Q Serve(g_s), s 0.0 6.3 0.0 4.5 0.0 0.0 5.7 4.6 1.6
Cycle Q Clear(g_c), s 0.0 6.3 0.0 4.5 0.0 0.0 5.7 4.6 1.6 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1960 1293 2894 0 340 178 151
V/C Ratio(X) 0.00 0.27 0.37 0.33 0.00 0.70 0.57 0.21
Avail Cap(c_a), veh/h 0 1960 1293 2894 0 869 456 386
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.71 0.71 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 19.4 0.0 8.1 0.0 0.0 39.6 39.0 37.7 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.2 0.0 1.0 1.1 0.2 Initial Q Delay(d3),s/veh 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 2.4 0.0 1.4 0.1 0.0 2.5 2.1 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 19.7 0.0 8.1 0.2 0.0 40.5 40.1 37.9 LnGrp LOS A B A A A D D D
Approach Vol, veh/h 527 A 1435 370
Approach Delay, s/veh 19.7 2.9 40.2
Approach LOS B A D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 38.2 39.0 12.8 77.2
Change Period (Y+Rc), s 5.0 * 5 4.4 5.0
Max Green Setting (Gmax), s 21.5 * 34 21.6 59.0
Max Q Clear Time (g_c+I1), s 6.5 8.3 7.7 2.0
Green Ext Time (p_c), s 0.8 4.9 0.7 12.7
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
20: 280 SB On Ramp/280 SB Off Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Intersection
Intersection Delay, s/veh 22.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations
Traffic Vol, veh/h 29 17 20 177 0 202 9 0 380 96 141 492 Future Vol, veh/h 29 17 20 177 0 202 9 0 380 96 141 492 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 30 17 20 181 0 206 9 0 388 98 144 502
Number of Lanes 0 1 0 0 1 0 0 0 2 0 1 2
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 3 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 2 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 3 1 1
HCM Control Delay 13.4 36.5 21.6 15

HCM LOS B E C B

Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 44% 47% 100% 0% 0%
Vol Thru, % 100% 66% 26% 0% 0% 100% 100%
Vol Right, % 0% 34% 30% 53% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 199 286 66 379 141 246 246
LT Vol 0 0 29 177 141 0 0
Through Vol 199 190 17 0 0 246 246
RT Vol 0 96 20 202 0 0 0
Lane Flow Rate 203 292 67 387 144 251 251
Geometry Grp 8 8 7 7 7 7 7
Degree of Util (X) 0.462 0.644 0.165 0.818 0.319 0.52 0.396 Departure Headway (Hd) 8.182 7.938 8.823 7.617 7.979 7.463 5.675 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 439 452 405 476 449 482 630
Service Time 5.963 5.719 6.615 5.38 5.748 5.232 3.443
HCM Lane V/C Ratio 0.462 0.646 0.165 0.813 0.321 0.521 0.398 HCM Control Delay 17.9 24.1 13.4 36.5 14.5 18.1 12.2
HCM Lane LOS C C B E B C B
HCM 95th-tile Q 2.4 4.4 0.6 7.8 1.4 2.9 1.9
HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Intersection
Intersection Delay, s/veh
Intersection LOS
Movement SBR
Lane Configurations
Traffic Vol, veh/h 0
Future Vol, veh/h 0
Peak Hour Factor 0.98
Heavy Vehicles, % 2
Mvmt Flow 0
Number of Lanes 0
Approach
Opposing Approach
Opposing Lanes
Conflicting Approach Left
Conflicting Lanes Left
Conflicting Approach Right
Conflicting Lanes Right
HCM Control Delay

HCM LOS

HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations
Traffic Volume (vph) 0 405 345 27 418 689 0 0 0 0 170 0 Future Volume (vph) 0 405 345 27 418 689 0 0 0 0 170 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 4.5 4.5
Lane Util. Factor 0.95 0.91 0.91 0.95 0.95
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.93 1.00 1.00 1.00 1.00
Flt Protected 1.00 0.95 0.99 0.95 0.95
Satd. Flow (prot) 3236 1595 3340 1665 1665
Flt Permitted 1.00 0.95 0.99 0.95 0.95
Satd. Flow (perm) 3236 1595 3340 1665 1665
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 426 363 28 440 725 0 0 0 0 179 0
RTOR Reduction (vph) 0 155 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 634 0 0 384 809 0 0 0 0 89 90
Confl. Peds. (#/hr) 10 5 5 10
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Split Split NA Split NA
Protected Phases 5 6 6 6 4 4
Permitted Phases
Actuated Green, G (s) 20.5 24.6 24.6 7.4 7.4
Effective Green, g (s) 20.5 24.6 24.6 7.4 7.4
Actuated g/C Ratio 0.31 0.37 0.37 0.11 0.11
Clearance Time (s) 5.0 5.0 5.0 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 990 585 1226 183 183
v/s Ratio Prot c0.20 0.24 c0.24 0.05 0.05
v/s Ratio Perm
v/c Ratio 0.64 0.66 0.66 0.49 0.49
Uniform Delay, d1 20.1 17.7 17.7 28.0 28.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.4 2.7 1.3 2.0 2.1
Delay (s) 21.4 20.3 19.0 30.0 30.1
Level of Service C C B C C
Approach Delay (s) 21.4 19.4 0.0 20.2
Approach LOS C B A C
Intersection Summary
HCM 2000 Control Delay 20.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 67.0 Sum of lost time (s) 14.5 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (vph) 324
Future Volume (vph) 324
Ideal Flow (vphpl) 1900
Total Lost time (s) 5.0
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1568
Flt Permitted 1.00
Satd. Flow (perm) 1568
Peak-hour factor, PHF 0.95
Adj. Flow (vph) 341
RTOR Reduction (vph) 15
Lane Group Flow (vph) 326
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Heavy Vehicles (%) 3%
Turn Type custom
Protected Phases 5
Permitted Phases 4
Actuated Green, G (s) 27.9
Effective Green, g (s) 27.9
Actuated g/C Ratio 0.42
Clearance Time (s) 5.0
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 652
v/s Ratio Prot c0.15
v/s Ratio Perm 0.06
v/c Ratio 0.50
Uniform Delay, d1 14.4
Progression Factor 1.00
Incremental Delay, d2 0.6
Delay (s) 15.0
Level of Service B
Approach Delay (s)
Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
23: US 101 NB Off Ramp/US 101 NB On Ramp & San Bruno Ave/San Bruno Avenue 01/03/2022 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 204 388 0 0 698 362 366 0 348 104 0 73 Future Volume (vph) 204 388 0 0 698 362 366 0 348 104 0 73 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3367 1827 3471 1509 1736 1553 1736 1553 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 3367 1827 3471 1509 1736 1553 1736 1553 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 219 417 0 0 751 389 394 0 374 112 0 78
RTOR Reduction (vph) 0 0 0 0 0 284 0 0 255 0 0 69
Lane Group Flow (vph) 219 417 0 0 751 105 0 394 119 112 0 9 Confl. Peds. (#/hr) 10 5 5 10
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4%
Turn Type Prot NA NA Perm Perm NA Perm Prot Prot
Protected Phases 5 2 6 8 7 7
Permitted Phases 6 8 8
Actuated Green, G (s) 11.3 37.4 21.6 21.6 22.4 22.4 9.1 9.1 Effective Green, g (s) 11.3 37.4 21.6 21.6 22.4 22.4 9.1 9.1 Actuated g/C Ratio 0.14 0.47 0.27 0.27 0.28 0.28 0.11 0.11 Clearance Time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Vehicle Extension (s) 3.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 473 849 932 405 483 432 196 175
v/s Ratio Prot 0.07 c0.23 c0.22 c0.06 0.01
v/s Ratio Perm 0.07 0.23 0.08
v/c Ratio 0.46 0.49 0.81 0.26 0.82 0.28 0.57 0.05
Uniform Delay, d1 31.8 14.9 27.4 23.1 27.1 22.7 33.8 31.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.2 4.9 0.1 9.7 0.1 2.5 0.0
Delay (s) 32.5 15.1 32.3 23.2 36.8 22.8 36.3 31.8
Level of Service C B C C D C D C
Approach Delay (s) 21.1 29.2 30.0 34.5
Approach LOS CCCC
Intersection Summary
HCM 2000 Control Delay 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 80.4 Sum of lost time (s) 16.0 Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
24: Cherry Avenue & San Bruno Avenue W 01/03/2022
Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 490 128 70 1143 156 100 125 42 125 125 416 Future Volume (veh/h) 209 490 128 70 1143 156 100 125 42 125 125 416 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1945 Adj Flow Rate, veh/h 225 527 119 75 1229 168 108 134 45 134 134 447 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 416 1554 349 96 1099 150 95 367 123 197 159 829 Arrive On Green 0.23 0.54 0.54 0.05 0.35 0.35 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1781 2881 648 1781 3140 427 831 1329 446 516 575 1605 Grp Volume(v), veh/h 225 324 322 75 693 704 108 0 179 268 0 447 Grp Sat Flow(s),veh/h/ln 1781 1777 1752 1781 1777 1790 831 0 1776 1091 0 1605 Q Serve(g_s), s 11.1 10.3 10.4 4.2 35.0 35.0 2.8 0.0 8.1 16.7 0.0 0.0 Cycle Q Clear(g_c), s 11.1 10.3 10.4 4.2 35.0 35.0 27.6 0.0 8.1 24.8 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.24 1.00 0.25 0.50 1.00
Lane Grp Cap(c), veh/h 416 959 945 96 622 626 95 0 491 355 0 829 V/C Ratio(X) 0.54 0.34 0.34 0.78 1.11 1.12 1.13 0.00 0.36 0.75 0.00 0.54 Avail Cap(c_a), veh/h 416 959 945 143 622 626 95 0 491 375 0 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.61 0.61 0.61 1.00 0.00 1.00 0.93 0.00 0.93 Uniform Delay (d), s/veh 33.6 13.0 13.0 46.7 32.5 32.5 49.7 0.0 29.1 38.1 0.0 16.5 Incr Delay (d2), s/veh 0.7 0.9 0.9 4.9 65.1 68.6 132.5 0.0 0.2 6.5 0.0 0.3 Initial 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 4.7 4.0 4.0 1.9 25.5 26.3 5.9 0.0 3.5 7.0 0.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.3 13.8 13.9 51.7 97.6 101.1 182.2 0.0 29.3 44.6 0.0 16.8 LnGrp LOS C B B D F F F A C D A B
Approach Vol, veh/h 871 1472 287 715
Approach Delay, s/veh 19.2 96.9 86.8 27.2
Approach LOS B F F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 28.4 40.0 31.6 9.4 59.0 31.6
Change Period (Y+Rc), s 5.0 * 5 4.0 4.0 5.0 4.0
Max Green Setting (Gmax), s 23.0 * 35 29.0 8.0 46.0 25.0 Max Q Clear Time (g_c+I1), s 13.1 37.0 26.8 6.2 12.4 29.6 Green Ext Time (p_c), s 0.2 0.0 0.6 0.0 6.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 60.9
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
25: El Camino Real & 380 WB On-Ramp/380 WB Off-Ramp 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 480 0 1213 0 1626 330 0 1719 365 Future Volume (vph) 0 0 0 480 0 1213 0 1626 330 0 1719 365 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.4 4.4 4.4 4.4
Lane Util. Factor 0.97 0.88 0.91 1.00 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.93 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3467 2814 5136 1487 5136 1557
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3467 2814 5136 1487 5136 1557
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 0 0 500 0 1264 0 1694 344 0 1791 380
RTOR Reduction (vph) 0 0 0 0 0 7 0 0 181 0 0 97
Lane Group Flow (vph) 0 0 0 500 0 1257 0 1694 163 0 1791 283 Confl. Peds. (#/hr) 10 15 15 10
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
Turn Type Prot custom NA Perm NA Perm
Protected Phases 4 4 5 6 2
Permitted Phases 6 2
Actuated Green, G (s) 29.3 69.9 71.1 71.1 111.7 111.7
Effective Green, g (s) 29.3 66.3 71.1 71.1 111.7 111.7
Actuated g/C Ratio 0.20 0.44 0.47 0.47 0.74 0.74
Clearance Time (s) 4.6 4.4 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 677 1243 2434 704 3824 1159
v/s Ratio Prot 0.14 c0.45 c0.33 0.35
v/s Ratio Perm 0.11 0.18
v/c Ratio 0.74 1.01 0.70 0.23 0.47 0.24
Uniform Delay, d1 56.7 41.9 31.0 23.3 7.5 6.0
Progression Factor 1.00 1.00 0.86 1.89 1.00 1.00
Incremental Delay, d2 3.6 28.4 1.3 0.6 0.4 0.5
Delay (s) 60.4 70.2 27.9 44.7 7.9 6.5
Level of Service E E C D A A
Approach Delay (s) 0.0 67.5 30.8 7.7
Approach LOS A E C A
Intersection Summary
HCM 2000 Control Delay 33.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.6 Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
26: El Camino Real & 380 EB Off-Ramp/380 EB On-Ramp 01/03/2022 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 290 0 391 0000 1666 527 0 1496 733 Future Volume (vph) 290 0 391 0000 1666 527 0 1496 733
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.88 0.85 0.96 1.00 0.85
Flt Protected 0.95 0.99 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1698 1497 1519 4752 5136 1553
Flt Permitted 0.95 0.99 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1698 1497 1519 4752 5136 1553
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 305 0 412 0000 1754 555 0 1575 772
RTOR Reduction (vph) 0 51 51 0 0 0 0 0 0 0 0 171
Lane Group Flow (vph) 250 185 180 0000 2309 0 0 1575 601 Confl. Peds. (#/hr) 5 5 10 15 15 10
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
Parking (#/hr) 0 0
Turn Type Split NA Perm NA NA Perm
Protected Phases 8 8 6 2
Permitted Phases 8 2
Actuated Green, G (s) 24.3 24.3 24.3 116.7 116.7 116.7
Effective Green, g (s) 24.3 24.3 24.3 116.7 116.7 116.7 Actuated g/C Ratio 0.16 0.16 0.16 0.78 0.78 0.78
Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 275 242 246 3697 3995 1208
v/s Ratio Prot c0.15 0.12 c0.49 0.31
v/s Ratio Perm 0.12 0.39
v/c Ratio 0.91 0.76 0.73 0.62 0.39 0.50
Uniform Delay, d1 61.8 60.1 59.7 7.2 5.3 6.0
Progression Factor 1.00 1.00 1.00 1.90 1.41 5.56
Incremental Delay, d2 30.7 12.1 9.2 0.7 0.3 1.3
Delay (s) 92.4 72.2 69.0 14.3 7.8 34.8
Level of Service F E E B A C
Approach Delay (s) 78.2 0.0 14.3 16.7
Approach LOS EABB
Intersection Summary
HCM 2000 Control Delay 23.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (veh/h) 189 298 223 299 445 192 315 1352 124 61 278 1222 Future Volume (veh/h) 189 298 223 299 445 192 315 1352 124 61 278 1222 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.96 1.00 0.98 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 201 317 113 318 473 170 335 1438 72 296 1300 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 228 897 380 372 589 210 906 1396 424 918 1396 Arrive On Green 0.13 0.25 0.25 0.11 0.23 0.23 0.26 0.27 0.27 0.26 0.27 Sat Flow, veh/h 1795 3582 1516 3483 2557 911 3483 5147 1562 3483 5147 Grp Volume(v), veh/h 201 317 113 318 330 313 335 1438 72 296 1300 Grp Sat Flow(s),veh/h/ln 1795 1791 1516 1742 1791 1677 1742 1716 1562 1742 1716 Q Serve(g_s), s 16.5 10.9 5.2 13.5 26.1 26.5 11.8 40.7 4.1 10.3 36.9 Cycle Q Clear(g_c), s 16.5 10.9 5.2 13.5 26.1 26.5 11.8 40.7 4.1 10.3 36.9 Prop In Lane 1.00 1.00 1.00 0.54 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 228 897 380 372 413 386 906 1396 424 918 1396 V/C Ratio(X) 0.88 0.35 0.30 0.86 0.80 0.81 0.37 1.03 0.17 0.32 0.93 Avail Cap(c_a), veh/h 455 931 394 488 430 403 906 1396 424 918 1396 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.4 46.2 15.1 65.9 54.5 54.6 45.4 54.6 25.7 44.5 53.3 Incr Delay (d2), s/veh 10.0 0.2 0.4 1.2 1.0 1.1 0.3 32.0 0.9 0.2 12.4 Initial 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 %ile BackOfQ(50%),veh/ln 8.2 4.9 3.4 6.0 11.8 11.3 5.2 21.5 2.1 4.5 17.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.4 46.4 15.5 67.0 55.4 55.8 45.7 86.7 26.5 44.7 65.7 LnGrp LOS E D B E E E D F C D E
Approach Vol, veh/h 631 961 1845 1752
Approach Delay, s/veh 49.8 59.4 76.9 58.7
Approach LOS D E E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 42.5 45.3 22.5 39.7 43.0 44.8 19.5 42.7 Change Period (Y+Rc), s 3.5 4.6 3.5 * 5.1 3.5 4.1 3.5 5.1 Max Green Setting (Gmax), s 20.0 40.7 38.0 * 36 19.0 40.7 21.0 39.0 Max Q Clear Time (g_c+I1), s 13.8 38.9 18.5 28.5 12.3 42.7 15.5 12.9 Green Ext Time (p_c), s 0.6 1.4 0.5 2.3 0.6 0.0 0.5 2.4 Intersection Summary
HCM 6th Ctrl Delay 64.2
HCM 6th LOS E
Notes
User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (veh/h) 203
Future Volume (veh/h) 203
Initial Q (Qb), veh 0
Ped-Bike Adj(A_pbT) 0.98
Parking Bus, Adj 1.00
Work Zone On Approach
Adj Sat Flow, veh/h/ln 1885
Adj Flow Rate, veh/h 156
Peak Hour Factor 0.94
Percent Heavy Veh, % 1
Cap, veh/h 424
Arrive On Green 0.27
Sat Flow, veh/h 1562
Grp Volume(v), veh/h 156
Grp Sat Flow(s),veh/h/ln 1562
Q Serve(g_s), s 9.1
Cycle Q Clear(g_c), s 9.1
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 424
V/C Ratio(X) 0.37
Avail Cap(c_a), veh/h 424
HCM Platoon Ratio 1.00
Upstream Filter(I) 1.00
Uniform Delay (d), s/veh 25.0
Incr Delay (d2), s/veh 2.5
Initial Q Delay(d3),s/veh 0.0
%ile BackOfQ(50%),veh/ln 3.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.5
LnGrp LOS C
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 81 71 51 375 160 384 97 206 1709 345 52 193 Future Volume (veh/h) 81 71 51 375 160 384 97 206 1709 345 52 193 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.98 0.96 1.00 0.99 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 85 75 27 282 327 156 217 1799 251 203 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 150 318 114 325 501 408 244 2741 846 229
Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.14 0.53 0.53 0.13 Sat Flow, veh/h 383 1196 430 1281 1885 1537 1795 5147 1589 1795 Grp Volume(v), veh/h 85 0 102 282 327 156 217 1799 251 203 Grp Sat Flow(s),veh/h/ln 383 0 1626 1281 1885 1537 1795 1716 1589 1795 Q Serve(g_s), s 13.7 0.0 7.4 32.5 23.1 12.4 17.8 37.7 13.2 16.7 Cycle Q Clear(g_c), s 36.8 0.0 7.4 39.9 23.1 12.4 17.8 37.7 13.2 16.7 Prop In Lane 1.00 0.26 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 150 0 432 325 501 408 244 2741 846 229 V/C Ratio(X) 0.57 0.00 0.24 0.87 0.65 0.38 0.89 0.66 0.30 0.89 Avail Cap(c_a), veh/h 236 0 585 325 501 408 431 2741 846 395 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.3 0.0 43.1 59.0 48.9 45.0 63.7 25.2 19.5 64.4 Incr Delay (d2), s/veh 3.3 0.0 0.3 21.0 3.0 0.6 10.9 1.2 0.9 11.8 Initial 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 %ile BackOfQ(50%),veh/ln 3.4 0.0 3.1 12.7 11.4 4.9 8.9 15.6 5.2 8.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.6 0.0 43.4 80.0 51.9 45.6 74.6 26.4 20.4 76.2 LnGrp LOS E A D F D D E C C E
Approach Vol, veh/h 187 765 2267
Approach Delay, s/veh 54.9 61.0 30.4
Approach LOS D E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 23.4 83.1 43.6 22.1 84.3 43.6
Change Period (Y+Rc), s 3.0 4.4 3.7 3.0 4.4 3.7
Max Green Setting (Gmax), s 36.0 48.9 36.0 33.0 27.6 54.0 Max Q Clear Time (g_c+I1), s 19.8 22.7 41.9 18.7 39.7 38.8 Green Ext Time (p_c), s 0.5 9.2 0.0 0.5 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 36.6
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1014 106
Future Volume (veh/h) 1014 106
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 0.99
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1885 1885
Adj Flow Rate, veh/h 1067 106
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 1 1
Cap, veh/h 2495 248
Arrive On Green 0.52 0.52
Sat Flow, veh/h 4756 472
Grp Volume(v), veh/h 769 404
Grp Sat Flow(s),veh/h/ln 1716 1797
Q Serve(g_s), s 20.6 20.7
Cycle Q Clear(g_c), s 20.6 20.7
Prop In Lane 0.26
Lane Grp Cap(c), veh/h 1800 943
V/C Ratio(X) 0.43 0.43
Avail Cap(c_a), veh/h 1800 943
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 21.9 21.9
Incr Delay (d2), s/veh 0.7 1.4
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.6 9.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.6 23.3
LnGrp LOS C C
Approach Vol, veh/h 1376
Approach Delay, s/veh 30.7
Approach LOS C
Timer - Assigned Phs
HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 528 0 0 1032 648 281 524 309 0 0 0 Future Volume (veh/h) 148 528 0 0 1032 648 281 524 309 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 0 0 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 161 574 0 0 1122 0 305 570 336
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 1 0 0 1 1 1 1 1
Cap, veh/h 228 2038 0 0 1645 574 603 508
Arrive On Green 0.13 1.00 0.00 0.00 0.46 0.00 0.32 0.32 0.32 Sat Flow, veh/h 3483 3676 0 0 3676 1598 1795 1885 1590
Grp Volume(v), veh/h 161 574 0 0 1122 0 305 570 336
Grp Sat Flow(s),veh/h/ln 1742 1791 0 0 1791 1598 1795 1885 1590 Q Serve(g_s), s 4.0 0.0 0.0 0.0 22.2 0.0 12.5 26.5 16.4 Cycle Q Clear(g_c), s 4.0 0.0 0.0 0.0 22.2 0.0 12.5 26.5 16.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 228 2038 0 0 1645 574 603 508
V/C Ratio(X) 0.71 0.28 0.00 0.00 0.68 0.53 0.95 0.66
Avail Cap(c_a), veh/h 232 2038 0 0 1645 579 607 512
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.00 0.00 0.50 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.3 0.0 0.0 0.0 19.2 0.0 25.1 29.8 26.4 Incr Delay (d2), s/veh 7.6 0.3 0.0 0.0 1.2 0.0 0.5 23.5 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.1 0.0 0.0 8.8 0.0 5.2 15.3 6.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.9 0.3 0.0 0.0 20.3 0.0 25.5 53.3 28.9 LnGrp LOS D A A A C C D C
Approach Vol, veh/h 735 1122 A 1211
Approach Delay, s/veh 10.3 20.3 39.5
Approach LOS B C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 56.2 9.9 46.3 33.8
Change Period (Y+Rc), s 5.0 4.0 5.0 5.0
Max Green Setting (Gmax), s 51.0 6.0 41.0 29.0
Max Q Clear Time (g_c+I1), s 2.0 6.0 24.2 28.5
Green Ext Time (p_c), s 6.0 0.0 9.4 0.2
Intersection Summary
HCM 6th Ctrl Delay 25.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 No Project AM Synchro 10 Report

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

SimTraffic Performance Report
2024 No Project PM 08/05/2020
Southline SimTraffic Report

2: Train & Scott St Performance by movement
Movement EBT WBT SBT All
Denied Del/Veh (s) 0.0 0.1 0.1 0.0
Total Del/Veh (s) 2.2 8.5 3.7 5.7
Vehicles Entered 134 185 11 330
Vehicles Exited 134 185 11 330
Hourly Exit Rate 134 185 11 330
Input Volume 137 183 9 329
% of Volume 98 101 119 100
Denied Entry Before 0000
Denied Entry After 0000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.0 0.3 0.3 0.2 0.3 0.3 0.3 Total Del/Veh (s) 5.5 9.2 3.9 4.2 3.0 10.4 10.0 7.6 9.4 8.1 5.0 Vehicles Entered 2 6 8 151 0 27 9 146 86 42 208 6
Vehicles Exited 2 6 8 151 0 28 9 147 86 41 208 6
Hourly Exit Rate 2 6 8 151 0 28 9 147 86 41 208 6
Input Volume 2 6 8 150 0 27 10 147 89 41 205 5
% of Volume 100 100 97 100 0 105 88 100 97 100 101 120
Denied Entry Before 000000000000
Denied Entry After 000000000000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement All
Denied Del/Veh (s) 0.2
Total Del/Veh (s) 7.4
Vehicles Entered 691
Vehicles Exited 692
Hourly Exit Rate 692
Input Volume 691
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
SimTraffic Performance Report
2024 No Project PM 08/05/2020
Southline SimTraffic Report

16: San Mateo Ave & Scott St Performance by movement
Movement EBL EBT EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.3 0.4 0.3 0.3
Total Del/Veh (s) 5.6 0.5 3.9 6.1 6.4 8.3 6.1 6.6
Vehicles Entered 46 12 80 64 172 243 112 729
Vehicles Exited 46 12 80 64 172 242 112 728
Hourly Exit Rate 46 12 80 64 172 242 112 728
Input Volume 49 10 81 61 166 245 114 727
% of Volume 93 114 98 105 104 99 98 100
Denied Entry Before 00000000
Denied Entry After 00000000
Total Network Performance
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 12.5
Vehicles Entered 1131
Vehicles Exited 1130
Hourly Exit Rate 1130
Input Volume 3163
% of Volume 36
Denied Entry Before 0
Denied Entry After 0
Queuing and Blocking Report
2024 No Project PM 08/05/2020
Southline SimTraffic Report

Intersection: 2: Train & Scott St
Movement EB WB SB
Directions Served T T T
Maximum Queue (ft) 84 142 22
Average Queue (ft) 16 42 2
95th Queue (ft) 56 103 13
Link Distance (ft) 8 138 482
Upstream Blk Time (%) 6 1
Queuing Penalty (veh) 9 1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Dollar Ave/Herman Ave & Scott St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 31 65 139 170
Average Queue (ft) 13 36 59 78
95th Queue (ft) 37 51 106 129
Link Distance (ft) 516 8 947 1729
Upstream Blk Time (%) 14
Queuing Penalty (veh) 25
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: San Mateo Ave & Scott St
Movement EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 84 125 153
Average Queue (ft) 42 59 78
95th Queue (ft) 69 93 127
Link Distance (ft) 186 939 1415
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 35

HCM Signalized Intersection Capacity Analysis
1: Airport Blvd. & Miller Ave 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 55 475 160 5 35 135 0 0 365 55 Future Volume (vph) 0 0 55 475 160 5 35 135 0 0 365 55
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.0 4.0 4.6 4.6
Lane Util. Factor 1.00 0.95 0.95 0.95 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.86 1.00 1.00 1.00 0.98
Flt Protected 1.00 0.95 0.98 0.99 1.00
Satd. Flow (prot) 1580 1649 1690 3436 3376
Flt Permitted 1.00 0.95 0.98 0.99 1.00
Satd. Flow (perm) 1580 1649 1690 3436 3376
Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 0 0 62 540 182 6 40 153 0 0 415 62
RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 12 0
Lane Group Flow (vph) 0 0 63 362 366 0 0 193 0 0 466 0
Confl. Peds. (#/hr) 10 10
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 2% 4% 4% 4%
Turn Type Over Perm NA Split NA NA
Protected Phases 1 6 1 1 4
Permitted Phases 6
Actuated Green, G (s) 12.1 51.7 51.7 12.1 23.0
Effective Green, g (s) 12.1 51.7 51.7 12.1 23.0
Actuated g/C Ratio 0.12 0.52 0.52 0.12 0.23
Clearance Time (s) 4.6 4.0 4.0 4.6 4.6
Vehicle Extension (s) 4.0 3.5 3.5 4.0 3.0
Lane Grp Cap (vph) 191 852 873 415 776
v/s Ratio Prot 0.04 c0.06 c0.14
v/s Ratio Perm c0.22 0.22
v/c Ratio 0.33 0.42 0.42 0.47 0.60
Uniform Delay, d1 40.2 14.9 14.9 40.9 34.4
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.4 1.6 1.5 1.1 3.4
Delay (s) 41.6 16.5 16.4 42.1 37.8
Level of Service D B B D D
Approach Delay (s) 41.6 16.4 42.1 37.8
Approach LOS D B D D
Intersection Summary
HCM 2000 Control Delay 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.48
Actuated Cycle Length (s) 100.0 Sum of lost time (s) 13.2 Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
2: Airport Blvd. & Baden Ave. 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Volume (veh/h) 555 275 30 135 175 5 380 215
Future Volume (veh/h) 555 275 30 135 175 5 380 215
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.95
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1590 1710 1590 1590 1590 1590
Adj Flow Rate, veh/h 391 405 141 182 396 37
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 9 0 9 9 9 9
Cap, veh/h 456 437 1175 1851 503 214
Arrive On Green 0.30 0.30 0.40 0.61 0.17 0.17
Sat Flow, veh/h 1514 1449 2938 3100 3100 1286
Grp Volume(v), veh/h 391 405 141 182 396 37
Grp Sat Flow(s),veh/h/ln 1514 1449 1469 1510 1510 1286
Q Serve(g_s), s 24.3 27.1 3.0 2.5 12.6 2.5
Cycle Q Clear(g_c), s 24.3 27.1 3.0 2.5 12.6 2.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 456 437 1175 1851 503 214
V/C Ratio(X) 0.86 0.93 0.12 0.10 0.79 0.17
Avail Cap(c_a), veh/h 500 478 1175 1851 1190 507
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.91 0.91 0.70 0.70 0.76 0.76
Uniform Delay (d), s/veh 32.9 33.9 18.9 8.0 40.0 35.8
Incr Delay (d2), s/veh 11.0 21.0 0.0 0.1 9.2 1.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 10.2 11.9 1.0 0.8 5.2 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.9 54.8 18.9 8.1 49.1 37.1
LnGrp LOS D D B A D D
Approach Vol, veh/h 796 323 433
Approach Delay, s/veh 49.5 12.8 48.1
Approach LOS D B D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 44.6 21.3 65.9 34.1
Change Period (Y+Rc), s 4.6 * 4.6 4.6 4.0
Max Green Setting (Gmax), s 13.0 * 39 48.4 33.0
Max Q Clear Time (g_c+I1), s 5.0 14.6 4.5 29.1
Green Ext Time (p_c), s 0.2 1.7 0.7 1.0
Intersection Summary
HCM 6th Ctrl Delay 41.5
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
3: Airport Blvd. & Grand Ave. 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 195 215 80 210 115 65 40 355 330 405 385 130 Future Volume (vph) 195 215 80 210 115 65 40 355 330 405 385 130 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 Lane Util. Factor 0.95 0.97 1.00 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.98 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (prot) 3002 2814 1527 1298 1464 2927 1309 1421 2954 1264 Flt Permitted 0.98 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (perm) 3002 2814 1527 1298 1464 2927 1309 1421 2954 1264 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 205 226 84 221 121 68 42 374 347 426 405 137 RTOR Reduction (vph) 0 16 0 0 0 61 0 0 0 0 0 91
Lane Group Flow (vph) 0 499 0 221 121 7 42 374 347 281 550 46 Confl. Peds. (#/hr) 65 25
Heavy Vehicles (%) 2% 2% 2% 12% 12% 12% 11% 11% 11% 4% 4% 4% Turn Type Split NA Split NA Perm Split NA custom Split NA Perm Protected Phases 4 4 7 7 6 6 2 6 7! 2! 2
Permitted Phases 7 2
Actuated Green, G (s) 22.8 11.0 11.0 11.0 16.9 16.9 73.3 35.6 35.6 35.6 Effective Green, g (s) 22.8 11.0 11.0 11.0 16.9 16.9 73.3 35.6 35.6 35.6 Actuated g/C Ratio 0.22 0.10 0.10 0.10 0.16 0.16 0.70 0.34 0.34 0.34 Clearance Time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.5 2.5 2.0 2.0 2.0 Lane Grp Cap (vph) 651 294 159 135 235 471 913 481 1001 428 v/s Ratio Prot c0.17 0.08 c0.08 0.03 c0.13 0.26 c0.20 0.19 v/s Ratio Perm 0.01 0.04
v/c Ratio 0.77 0.75 0.76 0.05 0.18 0.79 0.38 0.58 0.55 0.11 Uniform Delay, d1 38.6 45.7 45.7 42.3 38.1 42.4 6.5 28.6 28.2 23.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.8 10.3 19.1 0.2 0.3 8.7 0.2 5.1 2.2 0.5 Delay (s) 43.4 56.0 64.8 42.5 38.3 51.1 6.7 33.7 30.4 24.3 Level of Service D E E D D D A C C C
Approach Delay (s) 43.4 56.4 30.2 30.5
Approach LOS D E C C
Intersection Summary
HCM 2000 Control Delay 36.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 105.0 Sum of lost time (s) 18.7 Intersection Capacity Utilization 73.3% ICU Level of Service D Analysis Period (min) 15
! Phase conflict between lane groups.
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Linden Ave. & Baden Ave. 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 35 360 45 245 80 20 15 135 445 45 265 15 Future Volume (vph) 35 360 45 245 80 20 15 135 445 45 265 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 3.5 3.5 3.0 3.0 3.0
Lane Util. Factor 0.95 1.00 1.00 1.00 0.88 1.00
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.98 1.00 0.97 1.00 0.85 0.99
Flt Protected 1.00 0.95 1.00 1.00 1.00 0.99
Satd. Flow (prot) 2759 1413 1430 1480 2224 1464
Flt Permitted 1.00 0.95 1.00 0.97 1.00 0.94
Satd. Flow (perm) 2759 1413 1430 1435 2224 1390
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 38 387 48 263 86 22 16 145 478 48 285 16 RTOR Reduction (vph) 0 11 0 0 13 0 0 0 152 0 2 0
Lane Group Flow (vph) 0 462 0 263 95 0 0 161 326 0 347 0 Confl. Peds. (#/hr) 15 10 10 20
Heavy Vehicles (%) 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% Turn Type Split NA Split NA Perm NA pt+ov Perm NA
Protected Phases 1 1 2 2 4 4 2 4
Permitted Phases 4 4
Actuated Green, G (s) 25.6 16.8 16.8 20.6 40.9 20.6
Effective Green, g (s) 25.6 16.8 16.8 20.6 37.4 20.6
Actuated g/C Ratio 0.35 0.23 0.23 0.28 0.51 0.28
Clearance Time (s) 3.5 3.5 3.5 3.0 3.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 967 325 329 404 1139 392
v/s Ratio Prot c0.17 c0.19 0.07 0.15
v/s Ratio Perm 0.11 c0.25
v/c Ratio 0.48 0.81 0.29 0.40 0.29 0.88
Uniform Delay, d1 18.5 26.6 23.2 21.2 10.2 25.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.7 13.1 0.2 0.2 0.1 20.0
Delay (s) 20.2 39.6 23.3 21.4 10.2 45.0
Level of Service C D C C B D
Approach Delay (s) 20.2 34.9 13.0 45.0
Approach LOS C C B D
Intersection Summary
HCM 2000 Control Delay 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 73.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Produce Ave./Airport Blvd. & San Mateo Ave./So. Airport Blvd. 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 155 215 150 315 195 175 190 45 400 210 650 80 Future Volume (veh/h) 155 215 150 315 195 175 190 45 400 210 650 80 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1441 1441 1441 1618 1618 1618 1796 1796 1796 1811 1811 1811 Adj Flow Rate, veh/h 130 273 0 332 205 0 200 47 0 221 684 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 31 31 31 19 19 19 7 7 7 6 6 6
Cap, veh/h 175 367 518 272 230 711 544 1368
Arrive On Green 0.13 0.13 0.00 0.06 0.06 0.00 0.13 0.21 0.00 0.32 0.40 0.00 Sat Flow, veh/h 1372 2881 1221 3083 1618 1372 1711 3503 0 1725 3441 1535 Grp Volume(v), veh/h 130 273 0 332 205 0 200 47 0 221 684 0 Grp Sat Flow(s),veh/h/ln 1372 1441 1221 1541 1618 1372 1711 1706 0 1725 1721 1535 Q Serve(g_s), s 9.6 9.6 0.0 11.1 13.1 0.0 12.0 1.2 0.0 10.6 15.7 0.0 Cycle Q Clear(g_c), s 9.6 9.6 0.0 11.1 13.1 0.0 12.0 1.2 0.0 10.6 15.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 175 367 518 272 230 711 544 1368 V/C Ratio(X) 0.74 0.74 0.64 0.75 0.87 0.07 0.41 0.50
Avail Cap(c_a), veh/h 289 606 611 321 293 809 544 1368
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.00 0.86 0.86 0.00 1.00 1.00 0.00 0.68 0.68 0.00 Uniform Delay (d), s/veh 44.2 44.2 0.0 46.5 47.4 0.0 44.5 33.4 0.0 28.2 23.8 0.0 Incr Delay (d2), s/veh 2.0 1.0 0.0 1.5 7.1 0.0 16.7 0.0 0.0 0.1 0.9 0.0 Initial 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 3.3 3.5 0.0 4.7 6.2 0.0 6.1 0.5 0.0 4.3 6.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.2 45.1 0.0 48.0 54.5 0.0 61.2 33.4 0.0 28.4 24.7 0.0 LnGrp LOS D D D D E C C C
Approach Vol, veh/h 403 A 537 A 247 A 905 A
Approach Delay, s/veh 45.5 50.5 55.9 25.6
Approach LOS D D E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 18.1 46.6 18.0 38.0 26.8 22.3
Change Period (Y+Rc), s 4.0 4.9 4.6 4.9 * 4.9 4.6
Max Green Setting (Gmax), s 18.0 26.0 22.1 19.1 * 25 20.8 Max Q Clear Time (g_c+I1), s 14.0 17.7 11.6 12.6 3.2 15.1 Green Ext Time (p_c), s 0.2 3.1 1.1 0.3 0.1 1.5
Intersection Summary
HCM 6th Ctrl Delay 39.4
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
8: So. Airport Blvd. & Mitchell Ave. & Gateway Blvd. 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 340 370 30 165 20 330 485 355 25 125 215 Future Volume (veh/h) 105 340 370 30 165 20 330 485 355 25 125 215 Initial Q (Qb), veh 0 13 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 1.00 1.00 0.92 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1722 1722 1722 1574 1574 1574 1811 1811 1811 1663 1663 1663 Adj Flow Rate, veh/h 113 366 118 32 177 18 355 522 0 27 134 43 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 12 12 12 22 22 22 6 6 6 16 16 16
Cap, veh/h 227 423 351 87 223 23 1361 1400 186 195 152
Arrive On Green 0.04 0.08 0.08 0.06 0.16 0.16 0.42 0.42 0.00 0.12 0.12 0.12 Sat Flow, veh/h 1640 1722 1426 1499 1398 142 3346 3532 0 1584 1663 1301 Grp Volume(v), veh/h 113 366 118 32 0 195 355 522 0 27 134 43 Grp Sat Flow(s),veh/h/ln 1640 1722 1426 1499 0 1540 1673 1721 0 1584 1663 1301 Q Serve(g_s), s 7.1 22.1 8.2 2.2 0.0 12.8 7.3 10.9 0.0 1.6 8.1 3.2 Cycle Q Clear(g_c), s 7.1 22.1 8.2 2.2 0.0 12.8 7.3 10.9 0.0 1.6 8.1 3.2 Prop In Lane 1.00 1.00 1.00 0.09 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 227 423 351 87 0 246 1361 1400 186 195 152 V/C Ratio(X) 0.50 0.86 0.34 0.37 0.00 0.79 0.26 0.37 0.15 0.69 0.28 Avail Cap(c_a), veh/h 208 426 353 144 0 362 1399 1439 353 371 290 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.86 1.00 0.00 1.00 0.73 0.73 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.5 48.1 40.2 47.6 0.0 42.5 20.7 21.8 0.0 41.6 44.5 42.3 Incr Delay (d2), s/veh 1.1 14.4 0.4 1.0 0.0 4.1 0.3 0.6 0.0 0.1 1.6 0.4 Initial Q Delay(d3),s/veh 0.0 50.2 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 3.1 19.3 3.1 0.8 0.0 5.1 2.9 4.5 0.0 0.6 3.4 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.6 112.7 40.5 48.6 0.0 46.5 21.0 22.3 0.0 41.8 46.1 42.7 LnGrp LOS D F D D A D C C D D D
Approach Vol, veh/h 597 227 877 A 204
Approach Delay, s/veh 86.1 46.8 21.8 44.8
Approach LOS F D C D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.1 29.2 48.5 17.9 21.4 17.2
Change Period (Y+Rc), s 4.0 4.6 4.6 4.6 * 4.6 4.9
Max Green Setting (Gmax), s 10.1 26.0 27.4 11.4 * 25 23.4 Max Q Clear Time (g_c+I1), s 4.2 24.1 12.9 9.1 14.8 10.1 Green Ext Time (p_c), s 0.0 0.5 2.9 0.0 0.5 0.5
Intersection Summary
HCM 6th Ctrl Delay 47.4
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 850 20 690 15 15 20 210 235 20 30 440 120 Future Volume (vph) 850 20 690 15 15 20 210 235 20 30 440 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0 4.1 4.1 Lane Util. Factor 0.95 0.95 0.88 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.99 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1633 1641 2707 1701 1482 1656 3273 1626 3252 1455 Flt Permitted 0.95 0.95 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1633 1641 2707 1701 1482 1656 3273 1626 3252 1455 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 895 21 726 16 16 21 221 247 21 32 463 126 RTOR Reduction (vph) 0 0 516 0 0 20 0 5 0 0 0 95
Lane Group Flow (vph) 456 460 210 0 32 1 221 263 0 32 463 31 Heavy Vehicles (%) 5% 5% 5% 9% 9% 9% 9% 9% 9% 11% 11% 11% Turn Type Split NA Perm Split NA Perm Prot NA Prot NA Perm Protected Phases 4 4 3 3 5 2 1 6
Permitted Phases 4 3 6
Actuated Green, G (s) 20.9 20.9 20.9 4.1 4.1 14.6 29.5 2.8 17.7 17.7 Effective Green, g (s) 20.9 20.9 20.9 4.1 4.1 14.6 29.5 2.8 17.7 17.7 Actuated g/C Ratio 0.29 0.29 0.29 0.06 0.06 0.20 0.41 0.04 0.25 0.25 Clearance Time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0 4.1 4.1 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 473 475 784 96 84 335 1339 63 798 357 v/s Ratio Prot 0.28 c0.28 c0.02 c0.13 0.08 0.02 c0.14
v/s Ratio Perm 0.08 0.00 0.02
v/c Ratio 0.96 0.97 0.27 0.33 0.01 0.66 0.20 0.51 0.58 0.09 Uniform Delay, d1 25.2 25.3 19.7 32.7 32.1 26.5 13.7 34.0 23.9 21.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 32.0 32.8 0.2 2.0 0.1 4.7 0.1 6.3 1.1 0.1 Delay (s) 57.3 58.1 19.9 34.7 32.2 31.1 13.8 40.3 25.0 21.1 Level of Service E E B C C C B D C C
Approach Delay (s) 41.0 33.7 21.6 25.0
Approach LOS D C C C
Intersection Summary
HCM 2000 Control Delay 33.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 72.1 Sum of lost time (s) 14.8 Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
14: 280 SB Ramps/Rollingwood Drive & Sneath Lane 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 795 265 55 285 205 30 20 175 380 335 25 Future Volume (veh/h) 55 795 265 55 285 205 30 20 175 380 335 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 60 874 281 60 313 96 33 22 0 418 368 26 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 90 650 209 90 897 757 53 35 465 450 32
Arrive On Green 0.05 0.48 0.48 0.05 0.48 0.48 0.05 0.05 0.00 0.26 0.26 0.26 Sat Flow, veh/h 1781 1354 435 1781 1870 1577 1090 726 1585 1781 1726 122 Grp Volume(v), veh/h 60 0 1155 60 313 96 55 0 0 418 0 394 Grp Sat Flow(s),veh/h/ln 1781 0 1789 1781 1870 1577 1816 0 1585 1781 0 1848 Q Serve(g_s), s 3.1 0.0 45.0 3.1 9.8 3.2 2.8 0.0 0.0 21.3 0.0 18.8 Cycle Q Clear(g_c), s 3.1 0.0 45.0 3.1 9.8 3.2 2.8 0.0 0.0 21.3 0.0 18.8 Prop In Lane 1.00 0.24 1.00 1.00 0.60 1.00 1.00 0.07
Lane Grp Cap(c), veh/h 90 0 859 90 897 757 88 0 465 0 482 V/C Ratio(X) 0.67 0.00 1.35 0.67 0.35 0.13 0.62 0.00 0.90 0.00 0.82 Avail Cap(c_a), veh/h 380 0 859 380 897 757 426 0 532 0 552 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 43.7 0.0 24.4 43.7 15.2 13.5 43.8 0.0 0.0 33.5 0.0 32.6 Incr Delay (d2), s/veh 3.1 0.0 163.2 3.1 0.3 0.1 2.6 0.0 0.0 15.6 0.0 7.3 Initial 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 1.4 0.0 56.5 1.4 3.9 1.1 1.3 0.0 0.0 11.1 0.0 9.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 0.0 187.6 46.9 15.6 13.6 46.4 0.0 0.0 49.1 0.0 39.8 LnGrp LOS D A F D B B D A D A D
Approach Vol, veh/h 1215 469 55 A 812
Approach Delay, s/veh 180.6 19.2 46.4 44.6
Approach LOS F B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.2 49.5 28.0 8.2 49.5 8.1
Change Period (Y+Rc), s 3.5 4.5 3.5 3.5 4.5 3.5
Max Green Setting (Gmax), s 20.0 45.0 28.0 20.0 45.0 22.0 Max Q Clear Time (g_c+I1), s 5.1 11.8 23.3 5.1 47.0 4.8 Green Ext Time (p_c), s 0.0 3.2 1.2 0.0 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 104.7
HCM 6th LOS F
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
15: 280 NB Ramps/Driveway & Sneath Lane 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1145 190 115 390 5 135 10 250 0 5 5 Future Volume (veh/h) 5 1145 190 115 390 5 135 10 250 0 5 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 1258 169 126 429 5 163 0 26 0 5 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 6 1670 716 324 671 8 337 0 150 0 13 11
Arrive On Green 0.46 0.46 0.46 0.18 0.18 0.18 0.09 0.00 0.09 0.00 0.01 0.01 Sat Flow, veh/h 14 3633 1557 1781 3689 43 3563 0 1585 0 962 770 Grp Volume(v), veh/h 677 586 169 126 217 217 163 0 26 0 0 9 Grp Sat Flow(s),veh/h/ln 1870 1777 1557 1781 1870 1862 1781 0 1585 0 0 1732 Q Serve(g_s), s 18.7 16.2 4.0 3.8 6.5 6.6 2.6 0.0 0.9 0.0 0.0 0.3 Cycle Q Clear(g_c), s 18.7 16.2 4.0 3.8 6.5 6.6 2.6 0.0 0.9 0.0 0.0 0.3 Prop In Lane 0.01 1.00 1.00 0.02 1.00 1.00 0.00 0.44
Lane Grp Cap(c), veh/h 859 817 716 324 340 339 337 0 150 0 0 24 V/C Ratio(X) 0.79 0.72 0.24 0.39 0.64 0.64 0.48 0.00 0.17 0.00 0.00 0.37 Avail Cap(c_a), veh/h 1261 1198 1050 1055 1107 1102 1406 0 626 0 0 570 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 13.9 13.2 10.0 21.9 23.0 23.0 26.1 0.0 25.3 0.0 0.0 29.7 Incr Delay (d2), s/veh 1.7 0.9 0.1 0.6 1.5 1.5 0.4 0.0 0.2 0.0 0.0 3.5 Initial 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 6.6 5.3 1.1 1.5 2.7 2.7 1.1 0.0 0.3 0.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.6 14.1 10.1 22.5 24.5 24.5 26.5 0.0 25.5 0.0 0.0 33.2 LnGrp LOS B B B C C C C A C A A C
Approach Vol, veh/h 1432 560 189 9
Approach Delay, s/veh 14.4 24.1 26.4 33.2
Approach LOS B C C C
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 15.2 9.3 32.0 4.3
Change Period (Y+Rc), s 4.1 3.5 4.1 3.5
Max Green Setting (Gmax), s 36.0 24.0 41.0 20.0
Max Q Clear Time (g_c+I1), s 8.6 4.6 20.7 2.3
Green Ext Time (p_c), s 2.2 0.3 7.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 18.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
17: Cherry Avenue & Sneath Lane 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBT EBR WBU WBL WBT NBU NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1020 335 5 90 390 5 125 165
Future Volume (veh/h) 1020 335 5 90 390 5 125 165
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1062 244 94 406 130 32
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 2041 885 127 2634 299 137
Arrive On Green 0.57 0.57 0.07 0.74 0.09 0.09
Sat Flow, veh/h 3647 1541 1781 3647 3456 1585
Grp Volume(v), veh/h 1062 244 94 406 130 32
Grp Sat Flow(s),veh/h/ln 1777 1541 1781 1777 1728 1585
Q Serve(g_s), s 9.5 1.6 2.7 1.7 1.9 1.0
Cycle Q Clear(g_c), s 9.5 1.6 2.7 1.7 1.9 1.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2041 885 127 2634 299 137
V/C Ratio(X) 0.52 0.28 0.74 0.15 0.43 0.23
Avail Cap(c_a), veh/h 4149 1800 1193 6802 2447 1123
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 6.8 0.9 23.8 2.0 22.6 22.2
Incr Delay (d2), s/veh 0.3 0.2 3.2 0.0 1.0 0.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.2 0.8 1.1 0.1 0.7 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.0 1.1 26.9 2.0 23.6 23.1
LnGrp LOS A A C A C C
Approach Vol, veh/h 1306 500 162
Approach Delay, s/veh 5.9 6.7 23.5
Approach LOS A A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.7 35.0 43.7 8.5
Change Period (Y+Rc), s 5.0 * 5 5.0 4.0
Max Green Setting (Gmax), s 35.0 * 61 100.0 37.0
Max Q Clear Time (g_c+I1), s 4.7 11.5 3.7 3.9
Green Ext Time (p_c), s 0.1 16.6 4.1 0.5
Intersection Summary
HCM 6th Ctrl Delay 7.6
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
18: Huntington Avenue/Huntington Ave & San Bruno Avenue 07/05/2021 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 455 90 0 315 0 0 240 5 85 95 130 Future Volume (vph) 100 455 90 0 315 0 0 240 5 85 95 130 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 10 10 12 10 12 10 12 12 12 12 12
Total Lost time (s) 3.7 2.7 2.7 3.7 3.7 3.7
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.98 1.00 1.00 1.00 0.91
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1719 3116 3209 1804 1719 3085
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1719 3116 3209 1804 1719 3085
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 109 495 98 0 342 0 0 261 5 92 103 141
RTOR Reduction (vph) 0 9 0 0 0 0 0 1 0 0 84 0
Lane Group Flow (vph) 109 584 0 0 342 0 0 265 0 92 160 0 Confl. Peds. (#/hr) 20 15 15 10 10 20
Confl. Bikes (#/hr) 5 5 5
Heavy Vehicles (%) 5% 5% 5% 5% 5% 2% 2% 5% 5% 5% 5% 5%
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 13 10 9 14 11 16 15 12
Permitted Phases
Actuated Green, G (s) 7.5 32.6 21.4 16.8 7.0 27.5
Effective Green, g (s) 7.5 33.6 22.4 16.8 7.0 27.5
Actuated g/C Ratio 0.11 0.50 0.33 0.25 0.10 0.41
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 191 1551 1064 448 178 1256
v/s Ratio Prot c0.06 c0.19 0.11 c0.15 c0.05 0.05
v/s Ratio Perm
v/c Ratio 0.57 0.38 0.32 0.59 0.52 0.13
Uniform Delay, d1 28.5 10.5 16.9 22.3 28.6 12.5
Progression Factor 1.00 1.00 0.45 1.00 1.00 1.00
Incremental Delay, d2 2.5 0.2 0.2 2.1 1.1 0.0
Delay (s) 31.0 10.6 7.8 24.4 29.7 12.5
Level of Service C B A C C B
Approach Delay (s) 13.8 7.8 24.4 17.2
Approach LOS B A C B
Intersection Summary
HCM 2000 Control Delay 15.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 67.5 Sum of lost time (s) 14.8 Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
19: San Mateo Avenue & San Bruno Avenue 07/05/2021
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 115 390 0 85 300 145 10 45 190 0 10 65 Future Volume (vph) 115 390 0 85 300 145 10 45 190 0 10 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 3.7 3.7 2.7 2.7 3.7 2.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.98 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.95 1.00 0.85 0.87
Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 1.00
Satd. Flow (prot) 1687 3374 1687 3174 1759 1473 1522
Flt Permitted 0.95 1.00 0.95 1.00 0.97 1.00 1.00
Satd. Flow (perm) 1687 3374 1687 3174 1716 1473 1522
Peak-hour factor, PHF 0.91 0.91 0.92 0.91 0.91 0.91 0.91 0.91 0.91 0.92 0.91 0.91 Adj. Flow (vph) 126 429 0 93 330 159 11 49 209 0 11 71
RTOR Reduction (vph) 0 0 0 0 46 0 0 0 124 0 41 0
Lane Group Flow (vph) 126 429 0 93 443 0 0 60 85 0 41 0 Confl. Peds. (#/hr) 10 10 10 5 10 5
Confl. Bikes (#/hr) 10 5
Heavy Vehicles (%) 7% 7% 2% 7% 7% 7% 7% 7% 7% 2% 7% 7%
Turn Type Prot NA Prot NA Perm NA Perm Prot NA
Protected Phases 5 2 1 6 8 7 4
Permitted Phases 8 8
Actuated Green, G (s) 10.5 21.8 7.1 18.4 27.5 27.5 27.5 Effective Green, g (s) 10.5 21.8 7.1 19.4 28.5 27.5 28.5 Actuated g/C Ratio 0.16 0.32 0.11 0.29 0.42 0.41 0.42
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 262 1089 177 912 724 600 642
v/s Ratio Prot c0.07 c0.13 0.06 c0.14 0.03
v/s Ratio Perm 0.03 c0.06
v/c Ratio 0.48 0.39 0.53 0.49 0.08 0.14 0.06
Uniform Delay, d1 26.0 17.7 28.6 19.9 11.7 12.6 11.6
Progression Factor 1.03 0.72 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 0.2 1.3 0.4 0.0 0.1 0.0
Delay (s) 27.2 13.0 29.9 20.3 11.7 12.7 11.6
Level of Service C B C C B B B
Approach Delay (s) 16.2 21.9 12.5 11.6
Approach LOS B C B B
Intersection Summary
HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.34
Actuated Cycle Length (s) 67.5 Sum of lost time (s) 14.8 Intersection Capacity Utilization 45.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
20: 280 SB On Ramp/280 SB Off Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 940 315 210 405 0 0 0 0 350 355 175 Future Volume (veh/h) 0 940 315 210 405 0 0 0 0 350 355 175 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 0 1885 1885 1885 Adj Flow Rate, veh/h 0 989 0 221 426 0 245 545 63
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 1 1 0 1 1 1
Cap, veh/h 0 2173 808 2542 0 334 701 297
Arrive On Green 0.00 0.42 0.00 0.46 1.00 0.00 0.19 0.19 0.19 Sat Flow, veh/h 0 5316 1598 3483 3676 0 1795 3770 1598
Grp Volume(v), veh/h 0 989 0 221 426 0 245 545 63
Grp Sat Flow(s),veh/h/ln 0 1716 1598 1742 1791 0 1795 1885 1598 Q Serve(g_s), s 0.0 12.4 0.0 3.5 0.0 0.0 11.6 12.4 3.0
Cycle Q Clear(g_c), s 0.0 12.4 0.0 3.5 0.0 0.0 11.6 12.4 3.0 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2173 808 2542 0 334 701 297
V/C Ratio(X) 0.00 0.46 0.27 0.17 0.00 0.73 0.78 0.21
Avail Cap(c_a), veh/h 0 2173 808 2542 0 531 1114 472
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.96 0.96 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 18.6 0.0 19.5 0.0 0.0 34.5 34.9 31.1 Incr Delay (d2), s/veh 0.0 0.7 0.0 0.1 0.1 0.0 1.2 0.7 0.1 Initial Q Delay(d3),s/veh 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 4.7 0.0 1.3 0.0 0.0 5.0 5.6 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 19.3 0.0 19.5 0.1 0.0 35.7 35.6 31.2 LnGrp LOS A B B A A D D C
Approach Vol, veh/h 989 A 647 853
Approach Delay, s/veh 19.3 6.8 35.3
Approach LOS B A D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 25.9 43.0 21.1 68.9
Change Period (Y+Rc), s 5.0 * 5 4.4 5.0
Max Green Setting (Gmax), s 12.5 * 38 26.6 54.0
Max Q Clear Time (g_c+I1), s 5.5 14.4 14.4 2.0
Green Ext Time (p_c), s 0.2 9.5 2.3 4.4
Intersection Summary
HCM 6th Ctrl Delay 21.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Intersection
Intersection Delay, s/veh 11.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations
Traffic Vol, veh/h 25 20 25 105 0 40 10 0 275 160 75 190 Future Vol, veh/h 25 20 25 105 0 40 10 0 275 160 75 190 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 27 22 27 114 0 43 11 0 299 174 82 207
Number of Lanes 0 1 0 0 1 0 0 0 2 0 1 2
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 3 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 2 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 3 1 1
HCM Control Delay 10.6 12.4 13.3 9.3

HCM LOS B B B A

Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 36% 72% 100% 0% 0%
Vol Thru, % 100% 46% 29% 0% 0% 100% 100%
Vol Right, % 0% 54% 36% 28% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 148 298 70 145 75 95 95
LT Vol 0 0 25 105 75 0 0
Through Vol 148 138 20 0 0 95 95
RT Vol 0 160 25 40 0 0 0
Lane Flow Rate 160 323 76 158 82 103 103
Geometry Grp 8 8 7 7 7 7 7
Degree of Util (X) 0.272 0.515 0.142 0.296 0.148 0.173 0.122 Departure Headway (Hd) 6.111 5.729 6.719 6.768 6.54 6.033 4.238 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 587 627 533 531 548 594 842
Service Time 3.853 3.471 4.476 4.518 4.286 3.778 1.983
HCM Lane V/C Ratio 0.273 0.515 0.143 0.298 0.15 0.173 0.122 HCM Control Delay 11.1 14.4 10.6 12.4 10.4 10 7.6
HCM Lane LOS B B B B B A A
HCM 95th-tile Q 1.1 3 0.5 1.2 0.5 0.6 0.4
HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Intersection
Intersection Delay, s/veh
Intersection LOS
Movement SBR
Lane Configurations
Traffic Vol, veh/h 0
Future Vol, veh/h 0
Peak Hour Factor 0.92
Heavy Vehicles, % 4
Mvmt Flow 0
Number of Lanes 0
Approach
Opposing Approach
Opposing Lanes
Conflicting Approach Left
Conflicting Lanes Left
Conflicting Approach Right
Conflicting Lanes Right
HCM Control Delay

HCM LOS

HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 0 485 330 10 155 415 0 0 0 0 5 225 Future Volume (vph) 0 485 330 10 155 415 0 0 0 0 5 225
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 4.5
Lane Util. Factor 0.95 0.91 0.91 0.95
Frpb, ped/bikes 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 0.94 1.00 1.00 1.00
Flt Protected 1.00 0.95 1.00 0.95
Satd. Flow (prot) 3137 1535 3226 1603
Flt Permitted 1.00 0.95 1.00 0.95
Satd. Flow (perm) 3137 1535 3226 1603
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 505 344 10 161 432 0 0 0 0 5 234
RTOR Reduction (vph) 0 128 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 721 0 0 155 448 0 0 0 0 0 122
Confl. Peds. (#/hr) 5 5 5 5
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7%
Turn Type NA Split Split NA Split Split
Protected Phases 5 6 6 6 4 4
Permitted Phases
Actuated Green, G (s) 21.5 20.6 20.6 10.6
Effective Green, g (s) 21.5 20.6 20.6 10.6
Actuated g/C Ratio 0.32 0.31 0.31 0.16
Clearance Time (s) 5.0 5.0 5.0 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1003 470 988 252
v/s Ratio Prot c0.23 0.10 c0.14 c0.08
v/s Ratio Perm
v/c Ratio 0.72 0.33 0.45 0.48
Uniform Delay, d1 20.2 18.0 18.8 25.8
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.5 0.4 0.3 1.5
Delay (s) 22.7 18.4 19.1 27.3
Level of Service C B B C
Approach Delay (s) 22.7 18.9 0.0
Approach LOS C B A
Intersection Summary
HCM 2000 Control Delay 20.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 67.2 Sum of lost time (s) 14.5 Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 5 155
Future Volume (vph) 5 155
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 4.5 5.0
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 1.00
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 0.95 1.00
Satd. Flow (prot) 1610 1509
Flt Permitted 0.95 1.00
Satd. Flow (perm) 1610 1509
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 5 161
RTOR Reduction (vph) 0 72
Lane Group Flow (vph) 122 89
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Heavy Vehicles (%) 7% 7%
Turn Type NA custom
Protected Phases 4 5
Permitted Phases 4
Actuated Green, G (s) 10.6 32.1
Effective Green, g (s) 10.6 32.1
Actuated g/C Ratio 0.16 0.48
Clearance Time (s) 4.5 5.0
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 253 720
v/s Ratio Prot 0.08 0.04
v/s Ratio Perm 0.02
v/c Ratio 0.48 0.12
Uniform Delay, d1 25.8 9.7
Progression Factor 1.00 1.00
Incremental Delay, d2 1.4 0.1
Delay (s) 27.2 9.8
Level of Service C A
Approach Delay (s) 20.3
Approach LOS C
Intersection Summary
HCM Signalized Intersection Capacity Analysis
23: US 101 NB Off Ramp/US 101 NB On Ramp & San Bruno Ave/San Bruno Avenue 01/03/2022 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 215 520 0 0 220 120 295 0 290 75 0 55 Future Volume (vph) 215 520 0 0 220 120 295 0 290 75 0 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3242 1759 3343 1467 1671 1472 1671 1495 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 3242 1759 3343 1467 1671 1472 1671 1495 Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 250 605 0 0 256 140 343 0 337 87 0 64
RTOR Reduction (vph) 0 0 0 0 0 107 0 0 198 0 0 58
Lane Group Flow (vph) 250 605 0 0 256 33 0 343 139 87 0 6 Confl. Peds. (#/hr) 10 5 5 10 5 5
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8%
Turn Type Prot NA NA Perm Perm NA Perm Prot Prot
Protected Phases 5 2 6 8 7 7
Permitted Phases 6 8 8
Actuated Green, G (s) 11.8 32.3 16.0 16.0 18.0 18.0 6.0 6.0 Effective Green, g (s) 11.8 32.3 16.0 16.0 18.0 18.0 6.0 6.0 Actuated g/C Ratio 0.17 0.48 0.24 0.24 0.27 0.27 0.09 0.09 Clearance Time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Vehicle Extension (s) 3.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 564 837 788 346 443 390 147 132
v/s Ratio Prot 0.08 c0.34 0.08 c0.05 0.00
v/s Ratio Perm 0.02 0.21 0.09
v/c Ratio 0.44 0.72 0.32 0.10 0.77 0.36 0.59 0.04
Uniform Delay, d1 25.1 14.2 21.4 20.2 23.0 20.2 29.7 28.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 2.6 0.1 0.0 7.5 0.2 4.2 0.0
Delay (s) 25.6 16.8 21.5 20.3 30.5 20.4 33.9 28.3
Level of Service C B C C C C C C
Approach Delay (s) 19.4 21.1 25.5 31.5
Approach LOS B C C C
Intersection Summary
HCM 2000 Control Delay 22.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 67.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
24: Cherry Avenue & San Bruno Avenue W 01/03/2022
Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 390 1005 65 25 545 95 145 105 40 125 70 90 Future Volume (veh/h) 390 1005 65 25 545 95 145 105 40 125 70 90 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.99 0.97 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1930 Adj Flow Rate, veh/h 406 1047 64 26 568 84 151 109 42 130 73 94 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 333333333333
Cap, veh/h 373 1612 99 79 991 146 193 351 135 252 128 795 Arrive On Green 0.14 0.32 0.32 0.04 0.32 0.32 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1767 3373 206 1767 3075 453 1202 1265 487 671 460 1618 Grp Volume(v), veh/h 406 547 564 26 325 327 151 0 151 203 0 94 Grp Sat Flow(s),veh/h/ln 1767 1763 1817 1767 1763 1766 1202 0 1752 1132 0 1618 Q Serve(g_s), s 19.0 24.0 24.0 1.3 13.8 13.9 8.5 0.0 6.1 10.4 0.0 2.8 Cycle Q Clear(g_c), s 19.0 24.0 24.0 1.3 13.8 13.9 25.0 0.0 6.1 16.5 0.0 2.8 Prop In Lane 1.00 0.11 1.00 0.26 1.00 0.28 0.64 1.00
Lane Grp Cap(c), veh/h 373 842 868 79 568 569 193 0 487 380 0 795 V/C Ratio(X) 1.09 0.65 0.65 0.33 0.57 0.58 0.78 0.00 0.31 0.53 0.00 0.12 Avail Cap(c_a), veh/h 373 842 868 98 568 569 193 0 487 380 0 795 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.81 0.81 0.81 0.81 0.81 0.81 1.00 0.00 1.00 0.93 0.00 0.93 Uniform Delay (d), s/veh 38.6 24.1 24.1 41.7 25.3 25.4 41.8 0.0 25.7 31.0 0.0 12.5 Incr Delay (d2), s/veh 67.9 3.1 3.1 0.7 3.4 3.4 17.2 0.0 0.1 0.7 0.0 0.0 Initial 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 15.4 10.9 11.2 0.6 6.0 6.1 4.3 0.0 2.6 4.0 0.0 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 106.5 27.3 27.2 42.4 28.7 28.8 59.0 0.0 25.8 31.7 0.0 12.5 LnGrp LOS F CCDCCEACCAB
Approach Vol, veh/h 1517 678 302 297
Approach Delay, s/veh 48.5 29.3 42.4 25.6
Approach LOS DCDC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 23.0 38.0 29.0 13.0 48.0 29.0
Change Period (Y+Rc), s 4.0 9.0 4.0 9.0 * 5 4.0
Max Green Setting (Gmax), s 19.0 29.0 25.0 5.0 * 43 25.0 Max Q Clear Time (g_c+I1), s 21.0 15.9 18.5 3.3 26.0 27.0 Green Ext Time (p_c), s 0.0 4.4 0.6 0.0 8.7 0.0
Intersection Summary
HCM 6th Ctrl Delay 40.7
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
25: El Camino Real & 380 WB On-Ramp/380 WB Off-Ramp 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 500 0 700 0 945 315 0 2195 275 Future Volume (vph) 0 0 0 500 0 700 0 945 315 0 2195 275 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.4 4.4 4.4 4.4
Lane Util. Factor 0.97 0.88 0.91 1.00 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.94 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3400 2760 5036 1474 5036 1521
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3400 2760 5036 1474 5036 1521
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 515 0 722 0 974 325 0 2263 284
RTOR Reduction (vph) 0 0 0 0 0 69 0 0 132 0 0 72
Lane Group Flow (vph) 0 0 0 515 0 653 0 974 193 0 2263 212 Confl. Peds. (#/hr) 15 15 15 15
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot custom NA Perm NA Perm
Protected Phases 4 4 5 6 2
Permitted Phases 6 2
Actuated Green, G (s) 21.3 39.9 71.1 71.1 89.7 89.7
Effective Green, g (s) 21.3 36.3 71.1 71.1 89.7 89.7
Actuated g/C Ratio 0.18 0.30 0.59 0.59 0.75 0.75
Clearance Time (s) 4.6 4.4 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 603 834 2983 873 3764 1136
v/s Ratio Prot c0.15 c0.24 0.19 c0.45
v/s Ratio Perm 0.13 0.14
v/c Ratio 0.85 0.78 0.33 0.22 0.60 0.19
Uniform Delay, d1 47.8 38.2 12.4 11.5 6.9 4.4
Progression Factor 1.00 1.00 0.82 1.05 1.00 1.00
Incremental Delay, d2 10.9 4.5 0.3 0.5 0.7 0.4
Delay (s) 58.8 42.7 10.4 12.6 7.7 4.8
Level of Service E D B B A A
Approach Delay (s) 0.0 49.4 10.9 7.3
Approach LOS A D B A
Intersection Summary
HCM 2000 Control Delay 18.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.6 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
26: El Camino Real & 380 EB Off-Ramp/380 EB On-Ramp 01/03/2022 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 205 0 120 0000 1055 570 0 1620 1040 Future Volume (vph) 205 0 120 0000 1055 570 0 1620 1040 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.6 4.4 4.4 4.4
Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.95
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.97 0.85 0.95 1.00 0.85
Flt Protected 0.95 0.96 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1665 1571 1490 4565 5036 1491
Flt Permitted 0.95 0.96 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1665 1571 1490 4565 5036 1491
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 218 0 128 0000 1122 606 0 1723 1106
RTOR Reduction (vph) 0 12 30 0 0 0 0 0 0 0 0 185
Lane Group Flow (vph) 120 106 78 0000 1728 0 0 1723 921 Confl. Peds. (#/hr) 10 10 10 15 15 10
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Parking (#/hr) 0 0
Turn Type Split NA Perm NA NA Perm
Protected Phases 8 8 6 2
Permitted Phases 8 2
Actuated Green, G (s) 11.4 11.4 11.4 99.6 99.6 99.6
Effective Green, g (s) 11.4 11.4 11.4 99.6 99.6 99.6
Actuated g/C Ratio 0.10 0.10 0.10 0.83 0.83 0.83
Clearance Time (s) 4.6 4.6 4.6 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 158 149 141 3788 4179 1237
v/s Ratio Prot c0.07 0.07 0.38 0.34
v/s Ratio Perm 0.05 c0.62
v/c Ratio 0.76 0.71 0.55 0.46 0.41 0.74
Uniform Delay, d1 53.0 52.7 51.9 2.8 2.6 4.5
Progression Factor 1.00 1.00 1.00 1.20 0.74 9.99
Incremental Delay, d2 16.8 12.6 2.7 0.3 0.3 3.4
Delay (s) 69.8 65.3 54.5 3.7 2.2 48.7
Level of Service E E D A A D
Approach Delay (s) 63.5 0.0 3.7 20.4
Approach LOS E A A C
Intersection Summary
HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 220 470 195 205 255 125 230 1120 170 20 225 940 Future Volume (vph) 220 470 195 205 255 125 230 1120 170 20 225 940 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.95 1.00 0.99 1.00 1.00 0.96 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 3505 1489 3400 3291 3400 5036 1505 3400 5036 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1752 3505 1489 3400 3291 3400 5036 1505 3400 5036 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 232 495 205 216 268 132 242 1179 179 21 237 989 RTOR Reduction (vph) 0 0 81 0 57 0 0 0 66 0 0 0
Lane Group Flow (vph) 232 495 124 216 343 0 242 1179 113 0 258 989 Confl. Peds. (#/hr) 20 35 35 20 15 20 20
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot Prot NA Protected Phases 3 8 7 4 1 6 5 5 2
Permitted Phases 8 6
Actuated Green, G (s) 17.6 30.8 30.8 10.1 24.7 10.8 51.6 51.6 11.3 51.6 Effective Green, g (s) 17.6 30.8 30.8 10.1 24.7 10.8 51.6 51.6 11.3 51.6 Actuated g/C Ratio 0.15 0.26 0.26 0.08 0.21 0.09 0.43 0.43 0.09 0.43 Clearance Time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Lane Grp Cap (vph) 256 899 382 286 677 306 2165 647 320 2165 v/s Ratio Prot c0.13 c0.14 0.06 0.10 0.07 c0.23 c0.08 0.20 v/s Ratio Perm 0.08 0.08
v/c Ratio 0.91 0.55 0.32 0.76 0.51 0.79 0.54 0.18 0.81 0.46 Uniform Delay, d1 50.4 38.6 36.2 53.7 42.2 53.5 25.5 21.1 53.3 24.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.16 Incremental Delay, d2 31.8 0.4 0.2 9.6 0.2 12.2 1.0 0.6 12.2 0.6 Delay (s) 82.2 39.0 36.3 63.4 42.5 65.7 26.4 21.7 67.5 28.8 Level of Service F D D E D E C C E C
Approach Delay (s) 49.2 49.8 31.8 36.3
Approach LOS D D C D
Intersection Summary
HCM 2000 Control Delay 39.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.7 Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (vph) 135
Future Volume (vph) 135
Ideal Flow (vphpl) 1900
Total Lost time (s) 4.6
Lane Util. Factor 1.00
Frpb, ped/bikes 0.97
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1516
Flt Permitted 1.00
Satd. Flow (perm) 1516
Peak-hour factor, PHF 0.95
Adj. Flow (vph) 142
RTOR Reduction (vph) 66
Lane Group Flow (vph) 76
Confl. Peds. (#/hr) 15
Confl. Bikes (#/hr)
Heavy Vehicles (%) 3%
Turn Type Perm
Protected Phases
Permitted Phases 2
Actuated Green, G (s) 51.6
Effective Green, g (s) 51.6
Actuated g/C Ratio 0.43
Clearance Time (s) 4.6
Vehicle Extension (s) 0.2
Lane Grp Cap (vph) 651
v/s Ratio Prot
v/s Ratio Perm 0.05
v/c Ratio 0.12
Uniform Delay, d1 20.5
Progression Factor 1.54
Incremental Delay, d2 0.3
Delay (s) 31.9
Level of Service C
Approach Delay (s)
Approach LOS
Intersection Summary
HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 75 110 65 195 75 240 30 60 725 245 40 450 Future Volume (veh/h) 75 110 65 195 75 240 30 60 725 245 40 450 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.98 1.00 0.99 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 79 116 40 142 167 51 63 763 17 474 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 167 275 102 222 378 313 82 2107 649 509
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.42 0.42 0.29 Sat Flow, veh/h 565 1349 502 1203 1856 1538 1767 5066 1561 1767 Grp Volume(v), veh/h 110 0 125 142 167 51 63 763 17 474 Grp Sat Flow(s),veh/h/ln 842 0 1574 1203 1856 1538 1767 1689 1561 1767 Q Serve(g_s), s 8.6 0.0 8.3 13.9 9.4 3.3 4.2 12.4 0.8 31.3 Cycle Q Clear(g_c), s 18.1 0.0 8.3 22.2 9.4 3.3 4.2 12.4 0.8 31.3 Prop In Lane 0.72 0.32 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 223 0 321 222 378 313 82 2107 649 509 V/C Ratio(X) 0.49 0.00 0.39 0.64 0.44 0.16 0.77 0.36 0.03 0.93 Avail Cap(c_a), veh/h 360 0 489 222 378 313 265 2107 649 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.3 0.0 41.3 50.9 41.8 39.3 56.6 24.1 20.7 41.6 Incr Delay (d2), s/veh 1.7 0.0 0.8 6.0 0.8 0.2 14.2 0.5 0.1 17.8 Initial 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 %ile BackOfQ(50%),veh/ln 3.2 0.0 3.3 4.6 4.4 1.3 2.2 5.1 0.3 16.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.9 0.0 42.1 56.9 42.6 39.6 70.8 24.6 20.8 59.3 LnGrp LOS D A D E D D E C C E
Approach Vol, veh/h 235 360 843
Approach Delay, s/veh 45.8 47.8 28.0
Approach LOS D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.5 83.3 28.2 37.5 54.3 28.2
Change Period (Y+Rc), s 3.0 4.4 3.7 3.0 4.4 3.7
Max Green Setting (Gmax), s 18.0 53.6 19.0 44.0 27.6 37.3 Max Q Clear Time (g_c+I1), s 6.2 18.1 24.2 33.3 14.4 20.1 Green Ext Time (p_c), s 0.1 13.7 0.0 1.2 4.4 1.3
Intersection Summary
HCM 6th Ctrl Delay 28.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1335 55
Future Volume (veh/h) 1335 55
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1856 1856
Adj Flow Rate, veh/h 1405 56
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 3 3
Cap, veh/h 3286 131
Arrive On Green 0.66 0.66
Sat Flow, veh/h 4997 199
Grp Volume(v), veh/h 950 511
Grp Sat Flow(s),veh/h/ln 1689 1819
Q Serve(g_s), s 16.1 16.1
Cycle Q Clear(g_c), s 16.1 16.1
Prop In Lane 0.11
Lane Grp Cap(c), veh/h 2221 1196
V/C Ratio(X) 0.43 0.43
Avail Cap(c_a), veh/h 2221 1196
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 9.8 9.8
Incr Delay (d2), s/veh 0.6 1.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.8 6.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.4 10.9
LnGrp LOS B B
Approach Vol, veh/h 1935
Approach Delay, s/veh 22.5
Approach LOS C
Timer - Assigned Phs
HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 325 980 0 0 500 270 120 230 455 0 0 0 Future Volume (veh/h) 325 980 0 0 500 270 120 230 455 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 335 1010 0 0 515 0 124 345 353
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 700 2260 0 0 1343 450 473 401
Arrive On Green 0.41 1.00 0.00 0.00 0.12 0.00 0.25 0.25 0.25 Sat Flow, veh/h 3456 3647 0 0 3647 1585 1781 1870 1585
Grp Volume(v), veh/h 335 1010 0 0 515 0 124 345 353
Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1777 1585 1781 1870 1585 Q Serve(g_s), s 6.4 0.0 0.0 0.0 12.0 0.0 5.0 15.2 19.3
Cycle Q Clear(g_c), s 6.4 0.0 0.0 0.0 12.0 0.0 5.0 15.2 19.3 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 700 2260 0 0 1343 450 473 401
V/C Ratio(X) 0.48 0.45 0.00 0.00 0.38 0.28 0.73 0.88
Avail Cap(c_a), veh/h 700 2260 0 0 1343 574 603 511
HCM Platoon Ratio 2.00 2.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.00 0.00 0.89 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.2 0.0 0.0 0.0 29.8 0.0 27.0 30.8 32.3 Incr Delay (d2), s/veh 0.2 0.6 0.0 0.0 0.7 0.0 0.1 2.2 11.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.2 0.0 0.0 5.8 0.0 2.1 6.9 8.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.4 0.6 0.0 0.0 30.5 0.0 27.1 33.0 44.1 LnGrp LOS C A A A C C C D
Approach Vol, veh/h 1345 515 A 822
Approach Delay, s/veh 6.3 30.5 36.8
Approach LOS A C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 62.2 23.2 39.0 27.8
Change Period (Y+Rc), s 5.0 5.0 * 5 5.0
Max Green Setting (Gmax), s 44.0 13.0 * 34 29.0
Max Q Clear Time (g_c+I1), s 2.0 8.4 14.0 21.3
Green Ext Time (p_c), s 12.4 0.3 4.4 1.5
Intersection Summary
HCM 6th Ctrl Delay 20.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 AM Synchro 10 Report

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

SimTraffic Performance Report
2024 Plus Phase 1 AM 08/05/2020
Southline SimTraffic Report

4: Train & Scott St Performance by movement
Movement EBT WBT SBT All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 2.5 6.4 3.7 3.8
Vehicles Entered 177 90 11 278
Vehicles Exited 177 90 11 278
Hourly Exit Rate 177 90 11 278
Input Volume 181 90 10 281
% of Volume 98 100 107 99
Denied Entry Before 0000
Denied Entry After 0000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.1 0.2 0.1 0.0 0.0 0.0 0.2 0.3 0.2 0.2 0.2 0.2 Total Del/Veh (s) 6.9 7.5 3.5 4.0 1.8 2.7 9.3 11.0 8.5 10.4 8.6 7.9 Vehicles Entered 10 15 8 36 15 36 5 146 85 77 98 21
Vehicles Exited 10 15 8 36 15 36 5 146 85 78 97 21
Hourly Exit Rate 10 15 8 36 15 36 5 146 85 78 97 21
Input Volume 10 15 10 35 15 35 5 145 90 75 100 20
% of Volume 98 98 78 103 98 103 100 101 95 104 97 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement All
Denied Del/Veh (s) 0.2
Total Del/Veh (s) 8.4
Vehicles Entered 552
Vehicles Exited 552
Hourly Exit Rate 552
Input Volume 556
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
SimTraffic Performance Report
2024 Plus Phase 1 AM 08/05/2020
Southline SimTraffic Report

16: San Mateo Ave & Scott St Performance by movement
Movement EBL EBT EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.3 0.2 0.2 0.2
Total Del/Veh (s) 5.5 0.9 3.8 6.0 6.7 6.4 4.1 5.7
Vehicles Entered 100 22 63 56 190 125 28 584
Vehicles Exited 100 22 62 56 192 125 29 586
Hourly Exit Rate 100 22 62 56 192 125 29 586
Input Volume 105 20 65 55 190 130 30 595
% of Volume 95 109 96 101 101 96 97 99
Denied Entry Before 00000000
Denied Entry After 00000000
Total Network Performance
Denied Del/Veh (s) 0.2
Total Del/Veh (s) 12.1
Vehicles Entered 889
Vehicles Exited 889
Hourly Exit Rate 889
Input Volume 2562
% of Volume 35
Denied Entry Before 0
Denied Entry After 0
Queuing and Blocking Report
2024 Plus Phase 1 AM 08/05/2020
Southline SimTraffic Report

Intersection: 4: Train & Scott St
Movement EB WB SB
Directions Served T T T
Maximum Queue (ft) 84 86 32
Average Queue (ft) 34 16 4
95th Queue (ft) 83 57 22
Link Distance (ft) 5 142 1849
Upstream Blk Time (%) 10
Queuing Penalty (veh) 17
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Dollar Ave/Herman Ave & Scott St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 50 53 169 182
Average Queue (ft) 21 29 62 71
95th Queue (ft) 47 45 124 133
Link Distance (ft) 525 5 1137 1856
Upstream Blk Time (%) 5
Queuing Penalty (veh) 4
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: San Mateo Ave & Scott St
Movement EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 101 116 106
Average Queue (ft) 47 62 52
95th Queue (ft) 79 96 86
Link Distance (ft) 174 939 1430
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 21

HCM Signalized Intersection Capacity Analysis
1: Airport Blvd. & Miller Ave 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 90 295 330 5 130 410 0 0 280 100 Future Volume (vph) 0 0 90 295 330 5 130 410 0 0 280 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.0 4.0 4.6 4.6
Lane Util. Factor 1.00 0.95 0.95 0.95 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.86 1.00 1.00 1.00 0.96
Flt Protected 1.00 0.95 1.00 0.99 1.00
Satd. Flow (prot) 1565 1633 1740 3488 3265
Flt Permitted 1.00 0.95 1.00 0.99 1.00
Satd. Flow (perm) 1565 1633 1740 3488 3265
Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 0 99 324 363 5 143 451 0 0 308 110
RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 83 0
Lane Group Flow (vph) 0 0 99 292 400 0 0 594 0 0 335 0
Confl. Peds. (#/hr) 15
Heavy Vehicles (%) 0% 0% 5% 5% 3% 0% 0% 3% 0% 0% 5% 5%
Turn Type Over Perm NA Split NA NA
Protected Phases 1 6 1 1 4
Permitted Phases 6
Actuated Green, G (s) 12.6 13.4 13.4 12.6 10.8
Effective Green, g (s) 12.6 13.4 13.4 12.6 10.8
Actuated g/C Ratio 0.25 0.27 0.27 0.25 0.22
Clearance Time (s) 4.6 4.0 4.0 4.6 4.6
Vehicle Extension (s) 4.0 3.5 3.5 4.0 3.0
Lane Grp Cap (vph) 394 437 466 878 705
v/s Ratio Prot 0.06 c0.17 c0.10
v/s Ratio Perm 0.18 0.23
v/c Ratio 0.25 0.67 0.86 0.68 0.48
Uniform Delay, d1 14.9 16.3 17.4 16.9 17.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 7.9 18.2 2.3 0.5
Delay (s) 15.4 24.2 35.6 19.1 17.6
Level of Service B C D B B
Approach Delay (s) 15.4 30.8 19.1 17.6
Approach LOS B C B B
Intersection Summary
HCM 2000 Control Delay 23.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 50.0 Sum of lost time (s) 13.2 Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
2: Airport Blvd. & Baden Ave. 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Volume (veh/h) 355 205 25 310 335 5 845 435
Future Volume (veh/h) 355 205 25 310 335 5 845 435
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1657 1710 1657 1657 1657 1657
Adj Flow Rate, veh/h 447 0 330 356 899 169
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 4 0 4 4 4 4
Cap, veh/h 535 246 1145 2343 1021 452
Arrive On Green 0.17 0.00 0.37 0.74 0.32 0.32
Sat Flow, veh/h 3156 1449 3061 3230 3230 1393
Grp Volume(v), veh/h 447 0 330 356 899 169
Grp Sat Flow(s),veh/h/ln 1578 1449 1530 1574 1574 1393
Q Serve(g_s), s 13.7 0.0 7.6 3.3 27.0 9.3
Cycle Q Clear(g_c), s 13.7 0.0 7.6 3.3 27.0 9.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 535 246 1145 2343 1021 452
V/C Ratio(X) 0.84 0.00 0.29 0.15 0.88 0.37
Avail Cap(c_a), veh/h 1041 478 1145 2343 1240 549
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.97 0.00 0.85 0.85 0.45 0.45
Uniform Delay (d), s/veh 40.2 0.0 22.0 3.7 32.0 26.0
Incr Delay (d2), s/veh 1.3 0.0 0.0 0.1 5.3 1.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.4 0.0 2.6 0.8 10.6 3.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.5 0.0 22.0 3.8 37.3 27.0
LnGrp LOS D A C A D C
Approach Vol, veh/h 447 686 1068
Approach Delay, s/veh 41.5 12.6 35.7
Approach LOS D B D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 42.0 37.0 79.0 21.0
Change Period (Y+Rc), s 4.6 * 4.6 4.6 4.0
Max Green Setting (Gmax), s 13.0 * 39 48.4 33.0
Max Q Clear Time (g_c+I1), s 9.6 29.0 5.3 15.7
Green Ext Time (p_c), s 0.3 3.4 1.5 1.3
Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
3: Airport Blvd. & Grand Ave. 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 55 90 685 250 240 45 485 125 115 475 120 Future Volume (vph) 170 55 90 685 250 240 45 485 125 115 475 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 Lane Util. Factor 0.95 0.97 1.00 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.96 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 2890 3060 1660 1383 1547 3094 1384 1408 2953 1309 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 2890 3060 1660 1383 1547 3094 1384 1408 2953 1309 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 175 57 93 706 258 247 46 500 129 119 490 124 RTOR Reduction (vph) 0 38 0 0 0 179 0 0 0 0 0 97
Lane Group Flow (vph) 0 287 0 706 258 68 46 500 129 79 530 27 Confl. Peds. (#/hr) 80 10
Confl. Bikes (#/hr) 5 10 5
Heavy Vehicles (%) 1% 1% 1% 3% 3% 3% 5% 5% 5% 5% 5% 5%
Turn Type Split NA Split NA Perm Split NA custom Split NA Perm Protected Phases 4 4 7 7 6 6 2 6 7! 2! 2
Permitted Phases 7 2
Actuated Green, G (s) 20.6 33.0 33.0 33.0 21.5 21.5 90.5 26.2 26.2 26.2 Effective Green, g (s) 20.6 33.0 33.0 33.0 21.5 21.5 90.5 26.2 26.2 26.2 Actuated g/C Ratio 0.17 0.28 0.28 0.28 0.18 0.18 0.75 0.22 0.22 0.22 Clearance Time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.5 2.5 2.0 2.0 2.0 Lane Grp Cap (vph) 496 841 456 380 277 554 1043 307 644 285 v/s Ratio Prot c0.10 c0.23 0.16 0.03 c0.16 0.09 0.06 c0.18 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.58 0.84 0.57 0.18 0.17 0.90 0.12 0.26 0.82 0.09 Uniform Delay, d1 45.7 41.0 37.3 33.2 41.7 48.2 4.0 38.8 44.7 37.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 7.4 1.6 0.2 0.2 17.9 0.0 2.0 11.4 0.7 Delay (s) 46.7 48.4 39.0 33.4 41.9 66.2 4.0 40.9 56.1 38.1 Level of Service D D D C D E A D E D
Approach Delay (s) 46.7 43.3 52.6 51.4
Approach LOS D D D D
Intersection Summary
HCM 2000 Control Delay 47.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.7 Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15
! Phase conflict between lane groups.
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Linden Ave. & Baden Ave. 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 35 180 35 370 250 20 20 225 400 40 260 45 Future Volume (vph) 35 180 35 370 250 20 20 225 400 40 260 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 3.5 3.5 3.0 3.0 3.0
Lane Util. Factor 0.95 1.00 1.00 1.00 0.88 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.98 1.00 0.99 1.00 0.85 0.98
Flt Protected 0.99 0.95 1.00 1.00 1.00 0.99
Satd. Flow (prot) 2725 1413 1465 1481 2224 1439
Flt Permitted 0.99 0.95 1.00 0.94 1.00 0.88
Satd. Flow (perm) 2725 1413 1465 1404 2224 1274
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 38 194 38 398 269 22 22 242 430 43 280 48 RTOR Reduction (vph) 0 14 0 0 3 0 0 0 184 0 6 0
Lane Group Flow (vph) 0 256 0 398 288 0 0 264 246 0 365 0 Confl. Peds. (#/hr) 15 10 10 20
Confl. Bikes (#/hr) 5 5 5 10
Heavy Vehicles (%) 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% Turn Type Split NA Split NA Perm NA pt+ov Perm NA
Protected Phases 1 1 2 2 4 4 2 4
Permitted Phases 4 4
Actuated Green, G (s) 28.5 27.4 27.4 24.1 55.0 24.1
Effective Green, g (s) 28.5 27.4 27.4 24.1 51.5 24.1
Actuated g/C Ratio 0.32 0.30 0.30 0.27 0.57 0.27
Clearance Time (s) 3.5 3.5 3.5 3.0 3.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 862 430 446 375 1272 341
v/s Ratio Prot c0.09 c0.28 0.20 0.11
v/s Ratio Perm 0.19 c0.29
v/c Ratio 0.30 0.93 0.64 0.70 0.19 1.07
Uniform Delay, d1 23.2 30.3 27.1 29.7 9.3 33.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.9 25.4 2.4 4.8 0.0 68.8
Delay (s) 24.1 55.7 29.5 34.6 9.3 101.8
Level of Service C E C C A F
Approach Delay (s) 24.1 44.6 18.9 101.8
Approach LOS C D B F
Intersection Summary
HCM 2000 Control Delay 43.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 90.9% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Produce Ave./Airport Blvd. & San Mateo Ave./So. Airport Blvd. 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 165 215 190 760 290 380 120 20 275 160 840 145 Future Volume (veh/h) 165 215 190 760 290 380 120 20 275 160 840 145 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1678 1678 1678 1856 1856 1856 Adj Flow Rate, veh/h 133 283 0 800 305 0 126 21 0 168 884 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 6 6 6 6 6 6 15 15 15 3 3 3
Cap, veh/h 197 413 880 462 149 821 380 1364
Arrive On Green 0.11 0.11 0.00 0.26 0.26 0.00 0.09 0.26 0.00 0.21 0.39 0.00 Sat Flow, veh/h 1725 3622 1535 3450 1811 1535 1598 3272 0 1767 3526 1572 Grp Volume(v), veh/h 133 283 0 800 305 0 126 21 0 168 884 0 Grp Sat Flow(s),veh/h/ln 1725 1811 1535 1725 1811 1535 1598 1594 0 1767 1763 1572 Q Serve(g_s), s 8.9 9.0 0.0 27.0 18.1 0.0 9.3 0.6 0.0 9.9 24.6 0.0 Cycle Q Clear(g_c), s 8.9 9.0 0.0 27.0 18.1 0.0 9.3 0.6 0.0 9.9 24.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 197 413 880 462 149 821 380 1364 V/C Ratio(X) 0.68 0.68 0.91 0.66 0.85 0.03 0.44 0.65
Avail Cap(c_a), veh/h 318 667 914 480 160 821 380 1364
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.00 0.30 0.30 0.00 1.00 1.00 0.00 0.67 0.67 0.00 Uniform Delay (d), s/veh 51.0 51.1 0.0 43.3 40.0 0.0 53.6 33.3 0.0 40.9 30.1 0.0 Incr Delay (d2), s/veh 1.4 0.7 0.0 4.4 1.0 0.0 29.0 0.1 0.0 2.5 1.6 0.0 Initial 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 3.9 4.1 0.0 12.1 8.2 0.0 4.9 0.2 0.0 4.5 10.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.4 51.8 0.0 47.8 41.0 0.0 82.5 33.4 0.0 43.4 31.7 0.0 LnGrp LOS D D D D F C D C
Approach Vol, veh/h 416 A 1105 A 147 A 1052 A
Approach Delay, s/veh 52.0 45.9 75.5 33.6
Approach LOS D D E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.2 51.3 18.3 30.7 35.8 35.2
Change Period (Y+Rc), s 4.0 4.9 4.6 4.9 * 4.9 4.6
Max Green Setting (Gmax), s 12.0 36.0 22.1 17.1 * 31 31.8 Max Q Clear Time (g_c+I1), s 11.3 26.6 11.0 11.9 2.6 29.0 Green Ext Time (p_c), s 0.0 4.4 1.1 0.1 0.0 1.6
Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
8: So. Airport Blvd. & Mitchell Ave. & Gateway Blvd. 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 70 135 400 60 405 20 485 210 55 10 200 570 Future Volume (veh/h) 70 135 400 60 405 20 485 210 55 10 200 570 Initial Q (Qb), veh 0 13 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1781 1781 1811 1811 1811 1767 1767 1767 1841 1841 1841 Adj Flow Rate, veh/h 74 148 147 64 431 17 516 223 0 11 213 420 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 8 8 8 6 6 6 9 9 9 4 4 4
Cap, veh/h 143 482 406 139 466 18 819 842 391 410 327
Arrive On Green 0.08 0.27 0.27 0.08 0.27 0.27 0.25 0.25 0.00 0.22 0.22 0.22 Sat Flow, veh/h 1697 1781 1484 1725 1728 68 3264 3445 0 1753 1841 1469 Grp Volume(v), veh/h 74 148 147 64 0 448 516 223 0 11 213 420 Grp Sat Flow(s),veh/h/ln 1697 1781 1484 1725 0 1796 1632 1678 0 1753 1841 1469 Q Serve(g_s), s 4.4 6.9 8.4 3.7 0.0 25.6 14.7 5.6 0.0 0.5 10.7 23.4 Cycle Q Clear(g_c), s 4.4 6.9 8.4 3.7 0.0 25.6 14.7 5.6 0.0 0.5 10.7 23.4 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 143 482 406 139 0 484 819 842 391 410 327 V/C Ratio(X) 0.52 0.31 0.36 0.46 0.00 0.93 0.63 0.26 0.03 0.52 1.28 Avail Cap(c_a), veh/h 179 492 410 182 0 496 832 855 391 410 327 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 1.00 0.00 1.00 0.94 0.94 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.0 31.7 30.8 46.1 0.0 37.3 35.0 31.6 0.0 31.9 35.9 40.8 Incr Delay (d2), s/veh 0.8 0.2 0.3 0.9 0.0 22.6 3.4 0.7 0.0 0.0 0.5 148.6 Initial Q Delay(d3),s/veh 0.0 7.6 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 5.4 3.0 1.6 0.0 14.0 6.1 2.3 0.0 0.2 4.8 21.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.8 39.4 31.1 47.0 0.0 59.9 38.4 32.3 0.0 31.9 36.4 189.4 LnGrp LOS D D C D A E D C C D F
Approach Vol, veh/h 369 512 739 A 644
Approach Delay, s/veh 37.6 58.3 36.6 136.1
Approach LOS D E D F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.5 32.9 31.4 12.8 32.5 28.3
Change Period (Y+Rc), s 4.0 4.6 4.6 4.0 4.6 4.9
Max Green Setting (Gmax), s 11.1 29.0 23.4 11.1 29.0 23.4 Max Q Clear Time (g_c+I1), s 5.7 10.4 16.7 6.4 27.6 25.4 Green Ext Time (p_c), s 0.0 1.1 1.5 0.0 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 70.0
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 390 25 290 35 45 35 10 380 360 50 15 25 Future Volume (vph) 390 25 290 35 45 35 10 380 360 50 15 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0
Lane Util. Factor 0.95 0.95 0.88 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.97 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.98 1.00
Flt Protected 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95
Satd. Flow (prot) 1618 1631 2682 1754 1479 1703 3306 1703 Flt Permitted 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95
Satd. Flow (perm) 1618 1631 2682 1754 1479 1703 3306 1703 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 406 26 302 36 47 36 10 396 375 52 16 26 RTOR Reduction (vph) 0 0 239 0 0 33 0 0 8 0 0 0
Lane Group Flow (vph) 207 225 63 0 83 3 0 406 419 0 0 42 Confl. Peds. (#/hr) 20 20 30 30
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6%
Turn Type Split NA Perm Split NA Perm Prot Prot NA Prot Prot Protected Phases 4 4 3 3 5 5 2 1 1
Permitted Phases 4 3
Actuated Green, G (s) 16.3 16.3 16.3 7.5 7.5 20.8 35.2 4.6 Effective Green, g (s) 16.3 16.3 16.3 7.5 7.5 20.8 35.2 4.6 Actuated g/C Ratio 0.21 0.21 0.21 0.10 0.10 0.27 0.45 0.06 Clearance Time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 336 339 557 167 141 451 1484 99
v/s Ratio Prot 0.13 c0.14 c0.05 c0.24 0.13 0.02
v/s Ratio Perm 0.02 0.00
v/c Ratio 0.62 0.66 0.11 0.50 0.02 0.90 0.28 0.42
Uniform Delay, d1 28.2 28.5 25.2 33.7 32.1 27.8 13.6 35.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.3 4.8 0.1 2.3 0.1 20.7 0.1 2.9
Delay (s) 31.5 33.4 25.3 36.0 32.2 48.5 13.7 38.5
Level of Service C C C D C D B D
Approach Delay (s) 29.5 34.8 30.7
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay 29.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 78.4 Sum of lost time (s) 14.8 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 515 185
Future Volume (vph) 515 185
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 4.1 4.1
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 0.97
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 1.00 1.00
Satd. Flow (prot) 3406 1481
Flt Permitted 1.00 1.00
Satd. Flow (perm) 3406 1481
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 536 193
RTOR Reduction (vph) 0 146
Lane Group Flow (vph) 536 47
Confl. Peds. (#/hr)
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 6% 6%
Turn Type NA Perm
Protected Phases 6
Permitted Phases 6
Actuated Green, G (s) 19.0 19.0
Effective Green, g (s) 19.0 19.0
Actuated g/C Ratio 0.24 0.24
Clearance Time (s) 4.1 4.1
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 825 358
v/s Ratio Prot c0.16
v/s Ratio Perm 0.03
v/c Ratio 0.65 0.13
Uniform Delay, d1 26.7 23.2
Progression Factor 1.00 1.00
Incremental Delay, d2 1.8 0.2
Delay (s) 28.5 23.4
Level of Service C C
Approach Delay (s) 27.8
Approach LOS C
Intersection Summary
HCM 6th Signalized Intersection Summary
14: 280 SB Ramps/Rollingwood Drive & Sneath Lane 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 310 20 100 685 600 95 90 175 145 90 60 Future Volume (veh/h) 40 310 20 100 685 600 95 90 175 145 90 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 41 316 18 102 699 402 97 92 0 148 92 41 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 86 792 45 137 899 743 125 119 213 147 65
Arrive On Green 0.05 0.45 0.45 0.08 0.48 0.48 0.13 0.13 0.00 0.12 0.12 0.12 Sat Flow, veh/h 1795 1766 101 1795 1885 1559 943 895 1598 1795 1235 551 Grp Volume(v), veh/h 41 0 334 102 699 402 189 0 0 148 0 133 Grp Sat Flow(s),veh/h/ln 1795 0 1867 1795 1885 1559 1838 0 1598 1795 0 1786 Q Serve(g_s), s 1.5 0.0 8.0 3.7 20.6 12.2 6.7 0.0 0.0 5.3 0.0 4.7 Cycle Q Clear(g_c), s 1.5 0.0 8.0 3.7 20.6 12.2 6.7 0.0 0.0 5.3 0.0 4.7 Prop In Lane 1.00 0.05 1.00 1.00 0.51 1.00 1.00 0.31
Lane Grp Cap(c), veh/h 86 0 837 137 899 743 244 0 213 0 212 V/C Ratio(X) 0.48 0.00 0.40 0.75 0.78 0.54 0.78 0.00 0.70 0.00 0.63 Avail Cap(c_a), veh/h 537 0 1256 537 1268 1049 604 0 751 0 747 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.0 0.0 12.4 30.3 14.6 12.3 28.1 0.0 0.0 28.3 0.0 28.1 Incr Delay (d2), s/veh 1.5 0.0 0.4 3.0 2.6 0.9 2.0 0.0 0.0 1.5 0.0 1.1 Initial 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 0.7 0.0 3.1 1.6 7.8 3.6 2.9 0.0 0.0 2.3 0.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.6 0.0 12.8 33.3 17.1 13.2 30.1 0.0 0.0 29.9 0.0 29.2 LnGrp LOS C A B C B B C A C A C
Approach Vol, veh/h 375 1203 189 A 281
Approach Delay, s/veh 15.0 17.2 30.1 29.6
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.7 36.4 11.4 8.6 34.5 12.4
Change Period (Y+Rc), s 3.5 4.5 3.5 3.5 4.5 3.5
Max Green Setting (Gmax), s 20.0 45.0 28.0 20.0 45.0 22.0 Max Q Clear Time (g_c+I1), s 3.5 22.6 7.3 5.7 10.0 8.7
Green Ext Time (p_c), s 0.0 9.3 0.7 0.1 3.2 0.5
Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
15: 280 NB Ramps/Driveway & Sneath Lane 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 640 95 390 1000 0 385 0 180 0 5 5 Future Volume (veh/h) 5 640 95 390 1000 0 385 0 180 0 5 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 5 646 44 394 1010 0 395 0 14 0 5 3 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 7 927 404 643 1350 0 546 0 240 0 14 8
Arrive On Green 0.25 0.25 0.25 0.36 0.36 0.00 0.15 0.00 0.15 0.00 0.01 0.01 Sat Flow, veh/h 27 3648 1588 1795 3770 0 3591 0 1582 0 1096 658 Grp Volume(v), veh/h 349 302 44 394 1010 0 395 0 14 0 0 8 Grp Sat Flow(s),veh/h/ln 1884 1791 1588 1795 1885 0 1795 0 1582 0 0 1753 Q Serve(g_s), s 11.5 10.3 1.4 12.3 16.0 0.0 7.1 0.0 0.5 0.0 0.0 0.3 Cycle Q Clear(g_c), s 11.5 10.3 1.4 12.3 16.0 0.0 7.1 0.0 0.5 0.0 0.0 0.3 Prop In Lane 0.01 1.00 1.00 0.00 1.00 1.00 0.00 0.37
Lane Grp Cap(c), veh/h 479 455 404 643 1350 0 546 0 240 0 0 22 V/C Ratio(X) 0.73 0.66 0.11 0.61 0.75 0.00 0.72 0.00 0.06 0.00 0.00 0.37 Avail Cap(c_a), veh/h 1136 1080 958 951 1996 0 1267 0 558 0 0 516 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 23.2 22.8 19.5 18.0 19.1 0.0 27.5 0.0 24.7 0.0 0.0 33.3 Incr Delay (d2), s/veh 1.6 1.2 0.1 0.7 0.7 0.0 0.7 0.0 0.0 0.0 0.0 3.8 Initial 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 4.8 4.1 0.5 4.6 6.2 0.0 2.9 0.0 0.2 0.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.8 24.0 19.5 18.7 19.8 0.0 28.2 0.0 24.7 0.0 0.0 37.1 LnGrp LOS C C B B B A C A C A A D
Approach Vol, veh/h 695 1404 409 8
Approach Delay, s/veh 24.1 19.5 28.0 37.1
Approach LOS C B C D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 28.4 13.8 21.4 4.3
Change Period (Y+Rc), s 4.1 3.5 4.1 3.5
Max Green Setting (Gmax), s 36.0 24.0 41.0 20.0
Max Q Clear Time (g_c+I1), s 18.0 9.1 13.5 2.3
Green Ext Time (p_c), s 6.4 0.7 3.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 22.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
17: Cherry Avenue & Sneath Lane 09/24/2020
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 670 140 165 1015 320 185
Future Volume (veh/h) 670 140 165 1015 320 185
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885
Adj Flow Rate, veh/h 691 70 170 1046 330 49
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 1 1 1 1 1 1
Cap, veh/h 1796 797 215 2525 504 231
Arrive On Green 0.50 0.50 0.12 0.70 0.14 0.14
Sat Flow, veh/h 3676 1590 1795 3676 3483 1598
Grp Volume(v), veh/h 691 70 170 1046 330 49
Grp Sat Flow(s),veh/h/ln 1791 1590 1795 1791 1742 1598
Q Serve(g_s), s 7.1 0.6 5.5 7.3 5.4 1.6
Cycle Q Clear(g_c), s 7.1 0.6 5.5 7.3 5.4 1.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1796 797 215 2525 504 231
V/C Ratio(X) 0.38 0.09 0.79 0.41 0.65 0.21
Avail Cap(c_a), veh/h 3651 1620 1050 5985 2153 988
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.2 1.3 25.6 3.7 24.2 22.6
Incr Delay (d2), s/veh 0.2 0.1 2.4 0.2 1.4 0.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.2 0.4 2.3 1.2 2.1 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.4 1.4 28.0 3.8 25.6 23.0
LnGrp LOS A A C A C C
Approach Vol, veh/h 761 1216 379
Approach Delay, s/veh 8.7 7.2 25.3
Approach LOS A A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 12.2 35.0 47.2 12.7
Change Period (Y+Rc), s 5.0 * 5 5.0 4.0
Max Green Setting (Gmax), s 35.0 * 61 100.0 37.0
Max Q Clear Time (g_c+I1), s 7.5 9.1 9.3 7.4
Green Ext Time (p_c), s 0.1 8.2 14.6 1.3
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
18: Huntington Avenue/Huntington Ave & San Bruno Avenue 07/05/2021 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 85 360 95 5 570 0 0 215 5 135 330 225 Future Volume (vph) 85 360 95 5 570 0 0 215 5 135 330 225 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 10 10 12 10 12 10 12 12 12 12 12
Total Lost time (s) 3.7 2.7 3.7 2.7 3.7 3.7 3.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.97 1.00 1.00 1.00 1.00 0.94
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3181 1770 3303 1856 1770 3263
Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3181 1770 3303 1856 1770 3263
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.92 0.92 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 89 379 100 5 600 0 0 226 5 142 347 237
RTOR Reduction (vph) 0 14 0 0 0 0 0 1 0 0 97 0
Lane Group Flow (vph) 89 465 0 5 600 0 0 230 0 142 487 0 Confl. Peds. (#/hr) 45 15 15 20 20 35
Confl. Bikes (#/hr) 5 5
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 13 10 9 14 11 16 15 12
Permitted Phases
Actuated Green, G (s) 7.1 32.4 1.0 26.3 15.5 11.0 30.2
Effective Green, g (s) 7.1 33.4 1.0 27.3 15.5 11.0 30.2 Actuated g/C Ratio 0.10 0.45 0.01 0.37 0.21 0.15 0.40
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 168 1422 23 1207 385 260 1319
v/s Ratio Prot c0.05 c0.15 0.00 c0.18 c0.12 c0.08 0.15
v/s Ratio Perm
v/c Ratio 0.53 0.33 0.22 0.50 0.60 0.55 0.37
Uniform Delay, d1 32.2 13.4 36.5 18.4 26.8 29.5 15.6
Progression Factor 1.00 1.00 1.47 0.42 1.00 1.00 1.00
Incremental Delay, d2 1.4 0.1 1.6 0.3 2.5 1.3 0.2
Delay (s) 33.6 13.5 55.1 8.1 29.3 30.8 15.8
Level of Service C B E A C C B
Approach Delay (s) 16.7 8.5 29.3 18.7
Approach LOS B A C B
Intersection Summary
HCM 2000 Control Delay 16.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 74.7 Sum of lost time (s) 14.8 Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
19: San Mateo Avenue & San Bruno Avenue 07/05/2021
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 80 355 0 180 550 80 10 20 180 0 40 200 Future Volume (vph) 80 355 0 180 550 80 10 20 180 0 40 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 3.7 3.7 2.7 2.7 3.7 2.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.98 1.00 0.85 0.87
Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 1.00
Satd. Flow (prot) 1736 3471 1736 3395 1798 1518 1579
Flt Permitted 0.95 1.00 0.95 1.00 0.92 1.00 1.00
Satd. Flow (perm) 1736 3471 1736 3395 1686 1518 1579
Peak-hour factor, PHF 0.97 0.97 0.92 0.97 0.97 0.97 0.97 0.97 0.97 0.92 0.97 0.97 Adj. Flow (vph) 82 366 0 186 567 82 10 21 186 0 41 206
RTOR Reduction (vph) 0 0 0 0 8 0 0 0 111 0 120 0
Lane Group Flow (vph) 82 366 0 186 641 0 0 31 75 0 127 0 Confl. Peds. (#/hr) 10 15
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 4% 4% 2% 4% 4% 4% 4% 4% 4% 2% 4% 4%
Turn Type Prot NA Prot NA Perm NA Perm Prot NA
Protected Phases 5 2 1 6 8 7 4
Permitted Phases 8 8
Actuated Green, G (s) 6.9 20.6 12.8 26.5 30.2 30.2 30.2 Effective Green, g (s) 6.9 20.6 12.8 27.5 31.2 30.2 31.2 Actuated g/C Ratio 0.09 0.28 0.17 0.37 0.42 0.40 0.42
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 160 957 297 1249 704 613 659
v/s Ratio Prot 0.05 0.11 c0.11 c0.19 c0.08
v/s Ratio Perm 0.02 0.05
v/c Ratio 0.51 0.38 0.63 0.51 0.04 0.12 0.19
Uniform Delay, d1 32.3 21.9 28.7 18.4 12.9 13.9 13.8
Progression Factor 1.26 0.90 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.1 0.2 3.0 0.4 0.0 0.1 0.1
Delay (s) 41.8 19.9 31.7 18.7 12.9 14.0 13.9
Level of Service D B C B B B B
Approach Delay (s) 23.9 21.6 13.9 13.9
Approach LOS C C B B
Intersection Summary
HCM 2000 Control Delay 20.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.44
Actuated Cycle Length (s) 74.7 Sum of lost time (s) 14.8 Intersection Capacity Utilization 49.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
20: 280 SB On Ramp/280 SB Off Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 495 150 440 890 0 0 0 0 205 120 285 Future Volume (veh/h) 0 495 150 440 890 0 0 0 0 205 120 285 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 1900 1900 0 1900 1900 1900 Adj Flow Rate, veh/h 0 544 0 484 978 0 245 104 46
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1960 1285 2886 0 348 183 155
Arrive On Green 0.00 0.38 0.00 0.73 1.00 0.00 0.10 0.10 0.10 Sat Flow, veh/h 0 5358 1610 3510 3705 0 3619 1900 1610
Grp Volume(v), veh/h 0 544 0 484 978 0 245 104 46
Grp Sat Flow(s),veh/h/ln 0 1729 1610 1755 1805 0 1810 1900 1610 Q Serve(g_s), s 0.0 6.6 0.0 4.6 0.0 0.0 5.9 4.7 2.4
Cycle Q Clear(g_c), s 0.0 6.6 0.0 4.6 0.0 0.0 5.9 4.7 2.4 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1960 1285 2886 0 348 183 155
V/C Ratio(X) 0.00 0.28 0.38 0.34 0.00 0.70 0.57 0.30
Avail Cap(c_a), veh/h 0 1960 1285 2886 0 869 456 386
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.69 0.69 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 19.5 0.0 8.3 0.0 0.0 39.4 38.9 37.8 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.2 0.0 1.0 1.0 0.4 Initial Q Delay(d3),s/veh 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 2.5 0.0 1.4 0.1 0.0 2.6 2.2 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 19.8 0.0 8.3 0.2 0.0 40.4 39.9 38.2 LnGrp LOS A B A A A D D D
Approach Vol, veh/h 544 A 1462 395
Approach Delay, s/veh 19.8 2.9 40.0
Approach LOS B A D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 37.9 39.0 13.1 76.9
Change Period (Y+Rc), s 5.0 * 5 4.4 5.0
Max Green Setting (Gmax), s 21.5 * 34 21.6 59.0
Max Q Clear Time (g_c+I1), s 6.6 8.6 7.9 2.0
Green Ext Time (p_c), s 0.8 5.0 0.7 13.1
Intersection Summary
HCM 6th Ctrl Delay 12.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
20: 280 SB On Ramp/280 SB Off Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Intersection
Intersection Delay, s/veh 18.9
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations
Traffic Vol, veh/h 35 15 25 165 0 125 10 0 325 160 95 595 Future Vol, veh/h 35 15 25 165 0 125 10 0 325 160 95 595 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 36 15 26 168 0 128 10 0 332 163 97 607
Number of Lanes 0 1 0 0 1 0 0 0 2 0 1 2
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 3 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 2 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 3 1 1
HCM Control Delay 13.2 23.4 21.8 15.6

HCM LOS B C C C

Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 47% 57% 100% 0% 0%
Vol Thru, % 100% 50% 20% 0% 0% 100% 100%
Vol Right, % 0% 50% 33% 43% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 173 323 75 290 95 298 298
LT Vol 0 0 35 165 95 0 0
Through Vol 173 163 15 0 0 298 298
RT Vol 0 160 25 125 0 0 0
Lane Flow Rate 176 329 77 296 97 304 304
Geometry Grp 8 8 7 7 7 7 7
Degree of Util (X) 0.384 0.686 0.182 0.64 0.205 0.598 0.448 Departure Headway (Hd) 7.861 7.503 8.552 7.781 7.604 7.091 5.311 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 456 480 419 465 471 507 674
Service Time 5.631 5.272 6.33 5.539 5.363 4.849 3.068
HCM Lane V/C Ratio 0.386 0.685 0.184 0.637 0.206 0.6 0.451 HCM Control Delay 15.5 25.2 13.2 23.4 12.3 19.9 12.4
HCM Lane LOS C D B C B C B
HCM 95th-tile Q 1.8 5.1 0.7 4.4 0.8 3.9 2.3
HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Intersection
Intersection Delay, s/veh
Intersection LOS
Movement SBR
Lane Configurations
Traffic Vol, veh/h 0
Future Vol, veh/h 0
Peak Hour Factor 0.98
Heavy Vehicles, % 2
Mvmt Flow 0
Number of Lanes 0
Approach
Opposing Approach
Opposing Lanes
Conflicting Approach Left
Conflicting Lanes Left
Conflicting Approach Right
Conflicting Lanes Right
HCM Control Delay

HCM LOS

HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations
Traffic Volume (vph) 0 430 370 30 420 710 0 0 0 0 175 0 Future Volume (vph) 0 430 370 30 420 710 0 0 0 0 175 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 4.5 4.5
Lane Util. Factor 0.95 0.91 0.91 0.95 0.95
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.93 1.00 1.00 1.00 1.00
Flt Protected 1.00 0.95 1.00 0.95 0.95
Satd. Flow (prot) 3235 1595 3341 1665 1665
Flt Permitted 1.00 0.95 1.00 0.95 0.95
Satd. Flow (perm) 3235 1595 3341 1665 1665
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 453 389 32 442 747 0 0 0 0 184 0
RTOR Reduction (vph) 0 155 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 687 0 0 394 827 0 0 0 0 92 92
Confl. Peds. (#/hr) 10 5 5 10
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Split Split NA Split NA
Protected Phases 5 6 6 6 4 4
Permitted Phases
Actuated Green, G (s) 21.6 24.6 24.6 7.5 7.5
Effective Green, g (s) 21.6 24.6 24.6 7.5 7.5
Actuated g/C Ratio 0.32 0.36 0.36 0.11 0.11
Clearance Time (s) 5.0 5.0 5.0 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1024 575 1205 183 183
v/s Ratio Prot c0.21 0.25 c0.25 c0.06 0.06
v/s Ratio Perm
v/c Ratio 0.67 0.69 0.69 0.50 0.50
Uniform Delay, d1 20.2 18.5 18.5 28.6 28.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.7 3.4 1.6 2.2 2.2
Delay (s) 22.0 21.9 20.2 30.8 30.8
Level of Service C C C C C
Approach Delay (s) 22.0 20.7 0.0 20.3
Approach LOS C C A C
Intersection Summary
HCM 2000 Control Delay 21.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 68.2 Sum of lost time (s) 14.5 Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (vph) 330
Future Volume (vph) 330
Ideal Flow (vphpl) 1900
Total Lost time (s) 5.0
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1568
Flt Permitted 1.00
Satd. Flow (perm) 1568
Peak-hour factor, PHF 0.95
Adj. Flow (vph) 347
RTOR Reduction (vph) 13
Lane Group Flow (vph) 334
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Heavy Vehicles (%) 3%
Turn Type custom
Protected Phases 5
Permitted Phases 4
Actuated Green, G (s) 29.1
Effective Green, g (s) 29.1
Actuated g/C Ratio 0.43
Clearance Time (s) 5.0
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 669
v/s Ratio Prot 0.16
v/s Ratio Perm 0.05
v/c Ratio 0.50
Uniform Delay, d1 14.2
Progression Factor 1.00
Incremental Delay, d2 0.6
Delay (s) 14.8
Level of Service B
Approach Delay (s)
Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
23: US 101 NB Off Ramp/US 101 NB On Ramp & San Bruno Ave/San Bruno Avenue 01/03/2022 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 215 410 0 0 710 370 380 0 350 105 0 75 Future Volume (vph) 215 410 0 0 710 370 380 0 350 105 0 75 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3367 1827 3471 1509 1736 1553 1736 1553 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 3367 1827 3471 1509 1736 1553 1736 1553 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 231 441 0 0 763 398 409 0 376 113 0 81
RTOR Reduction (vph) 0 0 0 0 0 291 0 0 240 0 0 72
Lane Group Flow (vph) 231 441 0 0 763 107 0 409 136 113 0 9 Confl. Peds. (#/hr) 10 5 5 10
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4%
Turn Type Prot NA NA Perm Perm NA Perm Prot Prot
Protected Phases 5 2 6 8 7 7
Permitted Phases 6 8 8
Actuated Green, G (s) 11.7 38.5 22.3 22.3 23.6 23.6 9.2 9.2 Effective Green, g (s) 11.7 38.5 22.3 22.3 23.6 23.6 9.2 9.2 Actuated g/C Ratio 0.14 0.46 0.27 0.27 0.29 0.29 0.11 0.11 Clearance Time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Vehicle Extension (s) 3.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 475 849 934 406 494 442 192 172
v/s Ratio Prot 0.07 c0.24 c0.22 c0.07 0.01
v/s Ratio Perm 0.07 0.24 0.09
v/c Ratio 0.49 0.52 0.82 0.26 0.83 0.31 0.59 0.05
Uniform Delay, d1 32.8 15.6 28.3 23.8 27.7 23.2 35.0 32.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.2 5.3 0.1 10.4 0.1 3.0 0.0
Delay (s) 33.6 15.8 33.7 23.9 38.1 23.4 38.0 32.9
Level of Service C B C C D C D C
Approach Delay (s) 21.9 30.3 31.1 35.9
Approach LOS CCCD
Intersection Summary
HCM 2000 Control Delay 28.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 82.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
24: Cherry Avenue & San Bruno Avenue W 01/03/2022
Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 215 510 130 75 1165 160 105 130 45 130 130 425 Future Volume (veh/h) 215 510 130 75 1165 160 105 130 45 130 130 425 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1945 Adj Flow Rate, veh/h 231 548 121 81 1253 172 113 140 48 140 140 457 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 399 1522 335 104 1098 150 91 378 130 200 161 828 Arrive On Green 0.22 0.53 0.53 0.06 0.35 0.35 0.29 0.29 0.29 0.29 0.29 0.29 Sat Flow, veh/h 1781 2894 637 1781 3138 428 819 1321 453 511 562 1605 Grp Volume(v), veh/h 231 336 333 81 707 718 113 0 188 280 0 457 Grp Sat Flow(s),veh/h/ln 1781 1777 1754 1781 1777 1790 819 0 1774 1073 0 1605 Q Serve(g_s), s 11.6 11.0 11.1 4.5 35.0 35.0 2.3 0.0 8.5 17.8 0.0 0.0 Cycle Q Clear(g_c), s 11.6 11.0 11.1 4.5 35.0 35.0 28.6 0.0 8.5 26.3 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.24 1.00 0.26 0.50 1.00
Lane Grp Cap(c), veh/h 399 935 922 104 622 626 91 0 507 361 0 828 V/C Ratio(X) 0.58 0.36 0.36 0.78 1.14 1.15 1.25 0.00 0.37 0.78 0.00 0.55 Avail Cap(c_a), veh/h 410 935 922 143 622 626 91 0 507 367 0 835 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.59 0.59 0.59 1.00 0.00 1.00 0.92 0.00 0.92 Uniform Delay (d), s/veh 34.6 13.9 13.9 46.5 32.5 32.5 49.8 0.0 28.5 38.2 0.0 16.6 Incr Delay (d2), s/veh 1.1 1.0 1.0 7.1 73.2 77.4 174.4 0.0 0.2 8.3 0.0 0.4 Initial 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 5.0 4.3 4.3 2.2 26.9 27.9 6.7 0.0 3.6 7.5 0.0 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.7 14.8 14.9 53.6 105.7 109.9 224.2 0.0 28.7 46.5 0.0 17.0 LnGrp LOS D B B D F F F A C D A B
Approach Vol, veh/h 900 1506 301 737
Approach Delay, s/veh 20.2 104.9 102.1 28.2
Approach LOS C F F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 27.4 40.0 32.6 9.8 57.6 32.6
Change Period (Y+Rc), s 5.0 * 5 4.0 4.0 5.0 4.0
Max Green Setting (Gmax), s 23.0 * 35 29.0 8.0 46.0 25.0 Max Q Clear Time (g_c+I1), s 13.6 37.0 28.3 6.5 13.1 30.6 Green Ext Time (p_c), s 0.2 0.0 0.2 0.0 6.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 66.1
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
25: El Camino Real & 380 WB On-Ramp/380 WB Off-Ramp 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 480 0 1180 0 1690 360 0 1795 410 Future Volume (vph) 0 0 0 480 0 1180 0 1690 360 0 1795 410 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.4 4.4 4.4 4.4
Lane Util. Factor 0.97 0.88 0.91 1.00 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.93 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3467 2814 5136 1487 5136 1557
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3467 2814 5136 1487 5136 1557
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 0 0 500 0 1229 0 1760 375 0 1870 427
RTOR Reduction (vph) 0 0 0 0 0 6 0 0 196 0 0 108
Lane Group Flow (vph) 0 0 0 500 0 1223 0 1760 179 0 1870 319 Confl. Peds. (#/hr) 10 15 15 10
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
Turn Type Prot custom NA Perm NA Perm
Protected Phases 4 4 5 6 2
Permitted Phases 6 2
Actuated Green, G (s) 28.8 69.4 71.6 71.6 112.2 112.2
Effective Green, g (s) 28.8 65.8 71.6 71.6 112.2 112.2
Actuated g/C Ratio 0.19 0.44 0.48 0.48 0.75 0.75
Clearance Time (s) 4.6 4.4 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 665 1234 2451 709 3841 1164
v/s Ratio Prot 0.14 c0.43 c0.34 0.36
v/s Ratio Perm 0.12 0.21
v/c Ratio 0.75 0.99 0.72 0.25 0.49 0.27
Uniform Delay, d1 57.2 41.8 31.2 23.3 7.5 6.0
Progression Factor 1.00 1.00 0.88 2.01 1.00 1.00
Incremental Delay, d2 4.3 23.4 1.4 0.6 0.4 0.6
Delay (s) 61.5 65.2 28.7 47.6 7.9 6.6
Level of Service E E C D A A
Approach Delay (s) 0.0 64.2 32.0 7.7
Approach LOS A E C A
Intersection Summary
HCM 2000 Control Delay 32.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.6 Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
26: El Camino Real & 380 EB Off-Ramp/380 EB On-Ramp 01/03/2022 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 310 0 380 0000 1740 520 0 1555 745 Future Volume (vph) 310 0 380 0000 1740 520 0 1555 745
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.90 0.85 0.97 1.00 0.85
Flt Protected 0.95 0.98 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1698 1511 1519 4761 5136 1553
Flt Permitted 0.95 0.98 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1698 1511 1519 4761 5136 1553
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 326 0 400 0000 1832 547 0 1637 784
RTOR Reduction (vph) 0 45 45 0 0 0 0 0 0 0 0 175
Lane Group Flow (vph) 251 198 187 0000 2379 0 0 1637 609 Confl. Peds. (#/hr) 5 5 10 15 15 10
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
Parking (#/hr) 0 0
Turn Type Split NA Perm NA NA Perm
Protected Phases 8 8 6 2
Permitted Phases 8 2
Actuated Green, G (s) 24.4 24.4 24.4 116.6 116.6 116.6
Effective Green, g (s) 24.4 24.4 24.4 116.6 116.6 116.6 Actuated g/C Ratio 0.16 0.16 0.16 0.78 0.78 0.78
Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 276 245 247 3700 3992 1207
v/s Ratio Prot c0.15 0.13 c0.50 0.32
v/s Ratio Perm 0.12 0.39
v/c Ratio 0.91 0.81 0.76 0.64 0.41 0.50
Uniform Delay, d1 61.7 60.5 60.0 7.4 5.5 6.1
Progression Factor 1.00 1.00 1.00 2.04 1.39 5.15
Incremental Delay, d2 30.6 16.5 11.1 0.7 0.3 1.3
Delay (s) 92.4 77.1 71.0 15.9 7.8 32.8
Level of Service F E E B A C
Approach Delay (s) 80.4 0.0 15.9 15.9
Approach LOS F A B B
Intersection Summary
HCM 2000 Control Delay 24.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 190 300 245 290 455 240 325 1365 120 70 295 1240 Future Volume (vph) 190 300 245 290 455 240 325 1365 120 70 295 1240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.98 1.00 1.00 0.95 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1787 3574 1544 3467 3332 3467 5136 1523 3467 5136 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1787 3574 1544 3467 3332 3467 5136 1523 3467 5136 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 202 319 261 309 484 255 346 1452 128 74 314 1319 RTOR Reduction (vph) 0 0 125 0 45 0 0 0 58 0 0 0
Lane Group Flow (vph) 202 319 136 309 694 0 346 1452 70 0 388 1319 Confl. Peds. (#/hr) 30 15 15 30 5 20 20
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot Prot NA Protected Phases 3 8 7 4 1 6 5 5 2
Permitted Phases 8 6
Actuated Green, G (s) 22.3 40.4 40.4 18.1 37.6 19.3 55.5 55.5 19.8 55.5 Effective Green, g (s) 22.3 40.4 40.4 18.1 37.6 19.3 55.5 55.5 19.8 55.5 Actuated g/C Ratio 0.15 0.27 0.27 0.12 0.25 0.13 0.37 0.37 0.13 0.37 Clearance Time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 265 962 415 418 835 446 1900 563 457 1900 v/s Ratio Prot c0.11 0.09 0.09 c0.21 0.10 c0.28 c0.11 0.26 v/s Ratio Perm 0.09 0.05
v/c Ratio 0.76 0.33 0.33 0.74 0.83 0.78 0.76 0.12 0.85 0.69 Uniform Delay, d1 61.3 44.0 43.9 63.7 53.2 63.3 41.5 31.2 63.6 40.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.04 Incremental Delay, d2 12.2 0.2 0.5 6.7 7.1 8.2 3.0 0.5 12.5 1.9 Delay (s) 73.5 44.2 44.4 70.4 60.3 71.5 44.5 31.7 88.9 43.6 Level of Service E D D E E E D C F D
Approach Delay (s) 51.8 63.3 48.5 51.7
Approach LOS D E D D
Intersection Summary
HCM 2000 Control Delay 52.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.7 Intersection Capacity Utilization 87.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (vph) 205
Future Volume (vph) 205
Ideal Flow (vphpl) 1900
Total Lost time (s) 4.6
Lane Util. Factor 1.00
Frpb, ped/bikes 0.98
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1566
Flt Permitted 1.00
Satd. Flow (perm) 1566
Peak-hour factor, PHF 0.94
Adj. Flow (vph) 218
RTOR Reduction (vph) 58
Lane Group Flow (vph) 160
Confl. Peds. (#/hr) 5
Confl. Bikes (#/hr)
Heavy Vehicles (%) 1%
Turn Type Perm
Protected Phases
Permitted Phases 2
Actuated Green, G (s) 55.5
Effective Green, g (s) 55.5
Actuated g/C Ratio 0.37
Clearance Time (s) 4.6
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 579
v/s Ratio Prot
v/s Ratio Perm 0.10
v/c Ratio 0.28
Uniform Delay, d1 33.2
Progression Factor 1.01
Incremental Delay, d2 1.1
Delay (s) 34.4
Level of Service C
Approach Delay (s)
Approach LOS
Intersection Summary
HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 90 60 60 350 145 340 115 220 1790 255 60 180 Future Volume (veh/h) 90 60 60 350 145 340 115 220 1790 255 60 180 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.98 0.96 1.00 0.99 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 95 63 36 260 303 110 232 1884 156 189 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 161 263 150 317 488 397 259 2818 870 215
Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.14 0.55 0.55 0.12 Sat Flow, veh/h 438 1015 580 1283 1885 1536 1795 5147 1589 1795 Grp Volume(v), veh/h 95 0 99 260 303 110 232 1884 156 189 Grp Sat Flow(s),veh/h/ln 438 0 1595 1283 1885 1536 1795 1716 1589 1795 Q Serve(g_s), s 14.4 0.0 7.4 30.1 21.3 8.6 19.1 39.2 7.4 15.5 Cycle Q Clear(g_c), s 35.7 0.0 7.4 37.5 21.3 8.6 19.1 39.2 7.4 15.5 Prop In Lane 1.00 0.36 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 161 0 413 317 488 397 259 2818 870 215 V/C Ratio(X) 0.59 0.00 0.24 0.82 0.62 0.28 0.90 0.67 0.18 0.88 Avail Cap(c_a), veh/h 260 0 574 317 488 397 431 2818 870 395 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.9 0.0 43.9 58.8 49.1 44.4 63.1 24.2 17.0 64.9 Incr Delay (d2), s/veh 3.4 0.0 0.3 15.6 2.4 0.4 13.0 1.3 0.5 10.9 Initial 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 %ile BackOfQ(50%),veh/ln 3.7 0.0 3.0 11.2 10.4 3.4 9.7 16.2 2.9 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.3 0.0 44.2 74.4 51.5 44.8 76.1 25.5 17.5 75.9 LnGrp LOS E A D E D D E C B E
Approach Vol, veh/h 194 673 2272
Approach Delay, s/veh 56.0 59.3 30.1
Approach LOS E E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 24.6 82.9 42.5 21.0 86.5 42.5
Change Period (Y+Rc), s 3.0 4.4 3.7 3.0 4.4 3.7
Max Green Setting (Gmax), s 36.0 48.9 36.0 33.0 27.6 54.0 Max Q Clear Time (g_c+I1), s 21.1 23.0 39.5 17.5 41.2 37.7 Green Ext Time (p_c), s 0.6 9.2 0.0 0.4 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 35.6
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1020 110
Future Volume (veh/h) 1020 110
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 0.99
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1885 1885
Adj Flow Rate, veh/h 1074 110
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 1 1
Cap, veh/h 2481 254
Arrive On Green 0.52 0.52
Sat Flow, veh/h 4741 485
Grp Volume(v), veh/h 777 407
Grp Sat Flow(s),veh/h/ln 1716 1795
Q Serve(g_s), s 20.9 21.0
Cycle Q Clear(g_c), s 20.9 21.0
Prop In Lane 0.27
Lane Grp Cap(c), veh/h 1795 939
V/C Ratio(X) 0.43 0.43
Avail Cap(c_a), veh/h 1795 939
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 22.0 22.0
Incr Delay (d2), s/veh 0.8 1.5
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.7 9.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.8 23.5
LnGrp LOS C C
Approach Vol, veh/h 1373
Approach Delay, s/veh 30.3
Approach LOS C
Timer - Assigned Phs
HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 05/01/2020 2024 Plus Phase 1 PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 155 545 0 0 1060 650 275 525 315 0 0 0 Future Volume (veh/h) 155 545 0 0 1060 650 275 525 315 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 0 0 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 168 592 0 0 1152 0 299 571 342
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 1 0 0 1 1 1 1 1
Cap, veh/h 232 2037 0 0 1639 575 603 509
Arrive On Green 0.13 1.00 0.00 0.00 0.46 0.00 0.32 0.32 0.32 Sat Flow, veh/h 3483 3676 0 0 3676 1598 1795 1885 1590
Grp Volume(v), veh/h 168 592 0 0 1152 0 299 571 342
Grp Sat Flow(s),veh/h/ln 1742 1791 0 0 1791 1598 1795 1885 1590 Q Serve(g_s), s 4.2 0.0 0.0 0.0 23.1 0.0 12.2 26.6 16.8 Cycle Q Clear(g_c), s 4.2 0.0 0.0 0.0 23.1 0.0 12.2 26.6 16.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 232 2037 0 0 1639 575 603 509
V/C Ratio(X) 0.72 0.29 0.00 0.00 0.70 0.52 0.95 0.67
Avail Cap(c_a), veh/h 232 2037 0 0 1639 579 607 512
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.00 0.00 0.46 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.2 0.0 0.0 0.0 19.5 0.0 25.0 29.8 26.5 Incr Delay (d2), s/veh 8.8 0.3 0.0 0.0 1.2 0.0 0.4 23.6 2.8 Initial Q Delay(d3),s/veh 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 0.1 0.0 0.0 9.1 0.0 5.0 15.3 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.0 0.3 0.0 0.0 20.7 0.0 25.3 53.5 29.3 LnGrp LOS D A A A C C D C
Approach Vol, veh/h 760 1152 A 1212
Approach Delay, s/veh 10.7 20.7 39.7
Approach LOS B C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 56.2 10.0 46.2 33.8
Change Period (Y+Rc), s 5.0 4.0 5.0 5.0
Max Green Setting (Gmax), s 51.0 6.0 41.0 29.0
Max Q Clear Time (g_c+I1), s 2.0 6.2 25.1 28.6
Green Ext Time (p_c), s 6.3 0.0 9.3 0.2
Intersection Summary
HCM 6th Ctrl Delay 25.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

SimTraffic Performance Report
2024 Plus Phase 1 PM 08/05/2020
Southline SimTraffic Report

2: Scott St Performance by movement
Movement EBT WBT SBT All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 1.5 6.2 3.8 3.8
Vehicles Entered 154 145 9 308
Vehicles Exited 154 145 9 308
Hourly Exit Rate 154 145 9 308
Input Volume 155 152 9 316
% of Volume 99 96 97 97
Denied Entry Before 0000
Denied Entry After 0000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.0 0.0 0.4 0.3 0.3 0.2 0.3 0.2 Total Del/Veh (s) 5.5 8.4 3.6 4.2 3.6 3.1 8.6 9.7 6.5 8.9 7.7 6.5 Vehicles Entered 15 10 6 110 8 23 5 188 87 58 180 12
Vehicles Exited 15 10 6 110 8 23 5 188 87 57 179 12
Hourly Exit Rate 15 10 6 110 8 23 5 188 87 57 179 12
Input Volume 15 10 5 115 7 25 5 190 85 60 180 10
% of Volume 98 98 120 95 119 93 100 99 103 95 100 117
Denied Entry Before 000000000000
Denied Entry After 000000000000
11: Dollar Ave/Herman Ave & Scott St Performance by movement Movement All
Denied Del/Veh (s) 0.2
Total Del/Veh (s) 7.4
Vehicles Entered 702
Vehicles Exited 700
Hourly Exit Rate 700
Input Volume 707
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
SimTraffic Performance Report
2024 Plus Phase 1 PM 08/05/2020
Southline SimTraffic Report

16: San Mateo Ave & Scott St Performance by movement
Movement EBL EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.1 0.1 0.2 0.2 0.3 0.3 0.2
Total Del/Veh (s) 5.0 3.6 5.5 5.9 7.4 5.1 5.8
Vehicles Entered 51 82 28 137 183 113 594
Vehicles Exited 51 82 28 137 183 112 593
Hourly Exit Rate 51 82 28 137 183 112 593
Input Volume 50 85 30 135 190 115 606
% of Volume 101 96 93 101 96 97 98
Denied Entry Before 0000000
Denied Entry After 0000000
Total Network Performance
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 10.9
Vehicles Entered 1078
Vehicles Exited 1073
Hourly Exit Rate 1073
Input Volume 2888
% of Volume 37
Denied Entry Before 0
Denied Entry After 0
Queuing and Blocking Report
2024 Plus Phase 1 PM 08/05/2020
Southline SimTraffic Report

Intersection: 2: Scott St
Movement EB WB SB
Directions Served T T T
Maximum Queue (ft) 85 96 16
Average Queue (ft) 16 26 1
95th Queue (ft) 60 75 11
Link Distance (ft) 8 138 482
Upstream Blk Time (%) 4 0
Queuing Penalty (veh) 7 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Dollar Ave/Herman Ave & Scott St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 45 61 140 156
Average Queue (ft) 20 34 60 76
95th Queue (ft) 45 46 105 126
Link Distance (ft) 516 8 947 1729
Upstream Blk Time (%) 11
Queuing Penalty (veh) 16
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: San Mateo Ave & Scott St
Movement EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 89 95 138
Average Queue (ft) 44 50 68
95th Queue (ft) 73 81 106
Link Distance (ft) 186 939 1415
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 23

HCM Signalized Intersection Capacity Analysis
1: Airport Blvd. & Miller Ave 09/28/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 60 515 155 5 45 155 0 0 405 35 Future Volume (vph) 0 0 60 515 155 5 45 155 0 0 405 35
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.0 4.0 4.6 4.6
Lane Util. Factor 1.00 0.95 0.95 0.95 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.86 1.00 1.00 1.00 0.99
Flt Protected 1.00 0.95 0.97 0.99 1.00
Satd. Flow (prot) 1580 1649 1687 3433 3414
Flt Permitted 1.00 0.95 0.97 0.99 1.00
Satd. Flow (perm) 1580 1649 1687 3433 3414
Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 0 0 68 585 176 6 51 176 0 0 460 40
RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 6 0
Lane Group Flow (vph) 0 0 68 380 387 0 0 227 0 0 494 0
Confl. Peds. (#/hr) 10 10
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 2% 4% 4% 4%
Turn Type Over Perm NA Split NA NA
Protected Phases 1 6 1 1 4
Permitted Phases 6
Actuated Green, G (s) 13.0 45.4 45.4 13.0 28.4
Effective Green, g (s) 13.0 45.4 45.4 13.0 28.4
Actuated g/C Ratio 0.13 0.45 0.45 0.13 0.28
Clearance Time (s) 4.6 4.0 4.0 4.6 4.6
Vehicle Extension (s) 4.0 3.5 3.5 4.0 3.0
Lane Grp Cap (vph) 205 748 765 446 969
v/s Ratio Prot 0.04 c0.07 c0.14
v/s Ratio Perm c0.23 0.23
v/c Ratio 0.33 0.51 0.51 0.51 0.51
Uniform Delay, d1 39.6 19.4 19.3 40.5 30.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.3 2.5 2.4 1.2 1.9
Delay (s) 40.9 21.8 21.7 41.8 31.9
Level of Service D C C D C
Approach Delay (s) 40.9 21.8 41.8 31.9
Approach LOS D C D C
Intersection Summary
HCM 2000 Control Delay 28.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51
Actuated Cycle Length (s) 100.0 Sum of lost time (s) 13.2 Intersection Capacity Utilization 48.4% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
2: Airport Blvd. & Baden Ave. 09/24/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Volume (veh/h) 615 285 30 145 190 5 400 220
Future Volume (veh/h) 615 285 30 145 190 5 400 220
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.95
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1590 1710 1590 1590 1590 1590
Adj Flow Rate, veh/h 428 444 151 198 417 42
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 9 0 9 9 9 9
Cap, veh/h 507 485 1067 1750 514 219
Arrive On Green 0.33 0.33 0.36 0.58 0.17 0.17
Sat Flow, veh/h 1514 1449 2938 3100 3100 1287
Grp Volume(v), veh/h 428 444 151 198 417 42
Grp Sat Flow(s),veh/h/ln 1514 1449 1469 1510 1510 1287
Q Serve(g_s), s 26.2 29.4 3.4 3.0 13.3 2.8
Cycle Q Clear(g_c), s 26.2 29.4 3.4 3.0 13.3 2.8
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 507 485 1067 1750 514 219
V/C Ratio(X) 0.84 0.92 0.14 0.11 0.81 0.19
Avail Cap(c_a), veh/h 636 609 1067 1750 767 327
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.89 0.89 0.67 0.67 0.69 0.69
Uniform Delay (d), s/veh 30.9 31.9 21.4 9.5 40.0 35.6
Incr Delay (d2), s/veh 6.3 13.3 0.0 0.1 9.4 1.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 10.3 11.9 1.2 0.9 5.5 0.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.1 45.2 21.4 9.6 49.4 37.0
LnGrp LOS D D C A D D
Approach Vol, veh/h 872 349 459
Approach Delay, s/veh 41.3 14.7 48.2
Approach LOS D B D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 40.9 21.6 62.5 37.5
Change Period (Y+Rc), s 4.6 * 4.6 4.6 4.0
Max Green Setting (Gmax), s 20.0 * 25 39.4 42.0
Max Q Clear Time (g_c+I1), s 5.4 15.3 5.0 31.4
Green Ext Time (p_c), s 0.3 1.3 0.8 2.1
Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
3: Airport Blvd. & Grand Ave. 09/28/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 190 275 85 245 130 80 35 350 405 540 395 125 Future Volume (vph) 190 275 85 245 130 80 35 350 405 540 395 125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 Lane Util. Factor 0.95 0.97 1.00 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.98 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (prot) 3014 2814 1527 1298 1464 2927 1309 1421 2946 1264 Flt Permitted 0.98 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (perm) 3014 2814 1527 1298 1464 2927 1309 1421 2946 1264 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 200 289 89 258 137 84 37 368 426 568 416 132 RTOR Reduction (vph) 0 15 0 0 0 74 0 0 0 0 0 90
Lane Group Flow (vph) 0 563 0 258 137 10 37 368 426 375 609 42 Confl. Peds. (#/hr) 70 25
Heavy Vehicles (%) 2% 2% 2% 12% 12% 12% 11% 11% 11% 4% 4% 4% Turn Type Split NA Split NA Perm Split NA custom Split NA Perm Protected Phases 4 4 7 7 6 6 2 6 7! 2! 2
Permitted Phases 7 2
Actuated Green, G (s) 23.1 13.1 13.1 13.1 16.3 16.3 73.0 33.8 33.8 33.8 Effective Green, g (s) 23.1 13.1 13.1 13.1 16.3 16.3 73.0 33.8 33.8 33.8 Actuated g/C Ratio 0.22 0.12 0.12 0.12 0.16 0.16 0.70 0.32 0.32 0.32 Clearance Time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.5 2.5 2.0 2.0 2.0 Lane Grp Cap (vph) 663 351 190 161 227 454 910 457 948 406 v/s Ratio Prot c0.19 c0.09 0.09 0.03 c0.13 0.33 c0.26 0.21 v/s Ratio Perm 0.01 0.03
v/c Ratio 0.85 0.74 0.72 0.07 0.16 0.81 0.47 0.82 0.64 0.10 Uniform Delay, d1 39.3 44.3 44.2 40.5 38.4 42.9 7.2 32.8 30.4 25.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.6 7.8 12.6 0.2 0.2 10.3 0.3 15.2 3.3 0.5 Delay (s) 48.8 52.1 56.8 40.7 38.7 53.1 7.5 48.0 33.8 25.5 Level of Service D D E D D D A D C C
Approach Delay (s) 48.8 51.4 29.1 37.6
Approach LOS D D C D
Intersection Summary
HCM 2000 Control Delay 39.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 105.0 Sum of lost time (s) 18.7 Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15
! Phase conflict between lane groups.
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Linden Ave. & Baden Ave. 09/28/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 40 405 45 250 85 15 10 150 460 45 240 15 Future Volume (vph) 40 405 45 250 85 15 10 150 460 45 240 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 3.5 3.5 3.0 3.0 3.0
Lane Util. Factor 0.95 1.00 1.00 1.00 0.88 1.00
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.99 1.00 0.98 1.00 0.85 0.99
Flt Protected 1.00 0.95 1.00 1.00 1.00 0.99
Satd. Flow (prot) 2764 1413 1443 1482 2224 1462
Flt Permitted 1.00 0.95 1.00 0.98 1.00 0.94
Satd. Flow (perm) 2764 1413 1443 1455 2224 1379
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 43 435 48 269 91 16 11 161 495 48 258 16 RTOR Reduction (vph) 0 10 0 0 9 0 0 0 124 0 3 0
Lane Group Flow (vph) 0 516 0 269 98 0 0 172 371 0 319 0 Confl. Peds. (#/hr) 15 15 15 25
Heavy Vehicles (%) 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% Turn Type Split NA Split NA Perm NA pt+ov Perm NA
Protected Phases 1 1 2 2 4 4 2 4
Permitted Phases 4 4
Actuated Green, G (s) 26.1 17.0 17.0 19.9 40.4 19.9
Effective Green, g (s) 26.1 17.0 17.0 19.9 36.9 19.9
Actuated g/C Ratio 0.36 0.23 0.23 0.27 0.51 0.27
Clearance Time (s) 3.5 3.5 3.5 3.0 3.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 988 329 336 396 1124 375
v/s Ratio Prot c0.19 c0.19 0.07 0.17
v/s Ratio Perm 0.12 c0.23
v/c Ratio 0.52 0.82 0.29 0.43 0.33 0.85
Uniform Delay, d1 18.5 26.5 23.0 21.9 10.7 25.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.0 13.8 0.2 0.3 0.1 16.1
Delay (s) 20.5 40.3 23.2 22.2 10.8 41.3
Level of Service C D C C B D
Approach Delay (s) 20.5 35.5 13.7 41.3
Approach LOS C D B D
Intersection Summary
HCM 2000 Control Delay 24.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 73.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Produce Ave./Airport Blvd. & San Mateo Ave./So. Airport Blvd. 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 155 225 160 315 185 200 170 45 450 235 655 110 Future Volume (veh/h) 155 225 160 315 185 200 170 45 450 235 655 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1441 1441 1441 1618 1618 1618 1796 1796 1796 1811 1811 1811 Adj Flow Rate, veh/h 133 279 0 332 195 0 179 47 0 247 689 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 31 31 31 19 19 19 7 7 7 6 6 6
Cap, veh/h 178 373 508 267 209 709 547 1415
Arrive On Green 0.13 0.13 0.00 0.05 0.05 0.00 0.12 0.21 0.00 0.32 0.41 0.00 Sat Flow, veh/h 1372 2881 1221 3083 1618 1372 1711 3503 0 1725 3441 1535 Grp Volume(v), veh/h 133 279 0 332 195 0 179 47 0 247 689 0 Grp Sat Flow(s),veh/h/ln 1372 1441 1221 1541 1618 1372 1711 1706 0 1725 1721 1535 Q Serve(g_s), s 9.8 9.8 0.0 11.1 12.5 0.0 10.8 1.2 0.0 12.0 15.5 0.0 Cycle Q Clear(g_c), s 9.8 9.8 0.0 11.1 12.5 0.0 10.8 1.2 0.0 12.0 15.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 178 373 508 267 209 709 547 1415 V/C Ratio(X) 0.75 0.75 0.65 0.73 0.86 0.07 0.45 0.49
Avail Cap(c_a), veh/h 287 604 628 330 261 709 547 1415
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 0.00 0.83 0.83 0.00 1.00 1.00 0.00 0.77 0.77 0.00 Uniform Delay (d), s/veh 44.1 44.1 0.0 46.7 47.4 0.0 45.2 33.4 0.0 28.6 22.7 0.0 Incr Delay (d2), s/veh 2.2 1.0 0.0 1.4 5.2 0.0 17.3 0.0 0.0 0.2 0.9 0.0 Initial 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 3.4 3.5 0.0 4.7 5.8 0.0 5.5 0.5 0.0 4.9 6.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.2 45.1 0.0 48.1 52.6 0.0 62.5 33.4 0.0 28.8 23.7 0.0 LnGrp LOS D D D D E C C C
Approach Vol, veh/h 412 A 527 A 226 A 936 A
Approach Delay, s/veh 45.5 49.8 56.5 25.0
Approach LOS D D E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 16.8 48.1 18.2 38.2 26.7 21.9
Change Period (Y+Rc), s 4.0 4.9 4.6 4.9 * 4.9 4.6
Max Green Setting (Gmax), s 16.0 27.5 22.0 22.4 * 21 21.4 Max Q Clear Time (g_c+I1), s 12.8 17.5 11.8 14.0 3.2 14.5 Green Ext Time (p_c), s 0.1 3.6 1.1 0.3 0.1 1.6
Intersection Summary
HCM 6th Ctrl Delay 38.6
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
8: So. Airport Blvd. & Mitchell Ave. & Gateway Blvd. 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 175 385 370 30 165 30 330 695 360 35 135 255 Future Volume (veh/h) 175 385 370 30 165 30 330 695 360 35 135 255 Initial Q (Qb), veh 0 13 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 1.00 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1722 1722 1722 1574 1574 1574 1811 1811 1811 1663 1663 1663 Adj Flow Rate, veh/h 188 414 118 32 177 28 355 747 0 38 145 86 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 12 12 12 22 22 22 6 6 6 16 16 16
Cap, veh/h 234 441 366 87 218 35 1303 1340 197 206 162
Arrive On Green 0.05 0.08 0.08 0.06 0.17 0.17 0.39 0.39 0.00 0.12 0.12 0.12 Sat Flow, veh/h 1640 1722 1427 1499 1317 208 3346 3532 0 1584 1663 1305 Grp Volume(v), veh/h 188 414 118 32 0 205 355 747 0 38 145 86 Grp Sat Flow(s),veh/h/ln 1640 1722 1427 1499 0 1525 1673 1721 0 1584 1663 1305 Q Serve(g_s), s 11.9 25.1 8.2 2.2 0.0 13.6 7.6 17.8 0.0 2.3 8.8 6.5 Cycle Q Clear(g_c), s 11.9 25.1 8.2 2.2 0.0 13.6 7.6 17.8 0.0 2.3 8.8 6.5 Prop In Lane 1.00 1.00 1.00 0.14 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 441 366 87 0 253 1303 1340 197 206 162 V/C Ratio(X) 0.80 0.94 0.32 0.37 0.00 0.81 0.27 0.56 0.19 0.70 0.53 Avail Cap(c_a), veh/h 234 441 366 143 0 347 1303 1340 348 366 287 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.84 1.00 0.00 1.00 0.70 0.70 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.6 48.1 39.5 47.6 0.0 42.2 21.9 25.0 0.0 41.3 44.1 43.1 Incr Delay (d2), s/veh 14.6 24.7 0.3 1.0 0.0 7.0 0.4 1.2 0.0 0.2 1.6 1.0 Initial Q Delay(d3),s/veh 0.0 78.3 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 6.2 25.0 3.1 0.8 0.0 5.6 3.0 7.2 0.0 0.9 3.7 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.2 151.1 39.8 48.6 0.0 49.2 22.3 26.2 0.0 41.4 45.8 44.1 LnGrp LOS E F D D A D C C D D D
Approach Vol, veh/h 720 237 1102 A 269
Approach Delay, s/veh 109.9 49.1 24.9 44.6
Approach LOS F D C D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.1 31.5 45.5 19.6 22.0 17.9
Change Period (Y+Rc), s 4.0 4.6 4.6 4.6 * 4.6 4.9
Max Green Setting (Gmax), s 10.0 26.9 26.9 13.0 * 24 23.1 Max Q Clear Time (g_c+I1), s 4.2 27.1 19.8 13.9 15.6 10.8 Green Ext Time (p_c), s 0.0 0.0 2.7 0.0 0.4 0.7
Intersection Summary
HCM 6th Ctrl Delay 55.9
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 900 20 700 15 10 15 240 355 25 25 440 120 Future Volume (vph) 900 20 700 15 10 15 240 355 25 25 440 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0 4.1 4.1 Lane Util. Factor 0.95 0.95 0.88 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.99 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 0.97 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1633 1641 2707 1693 1482 1656 3280 1626 3252 1455 Flt Permitted 0.95 0.95 1.00 0.97 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1633 1641 2707 1693 1482 1656 3280 1626 3252 1455 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 947 21 737 16 11 16 253 374 26 26 463 126 RTOR Reduction (vph) 0 0 528 0 0 15 0 4 0 0 0 96
Lane Group Flow (vph) 483 485 209 0 27 1 253 396 0 26 463 30 Heavy Vehicles (%) 5% 5% 5% 9% 9% 9% 9% 9% 9% 11% 11% 11% Turn Type Split NA Perm Split NA Perm Prot NA Prot NA Perm Protected Phases 4 4 3 3 5 2 1 6
Permitted Phases 4 3 6
Actuated Green, G (s) 20.8 20.8 20.8 4.0 4.0 16.2 31.3 2.7 17.8 17.8 Effective Green, g (s) 20.8 20.8 20.8 4.0 4.0 16.2 31.3 2.7 17.8 17.8 Actuated g/C Ratio 0.28 0.28 0.28 0.05 0.05 0.22 0.43 0.04 0.24 0.24 Clearance Time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0 4.1 4.1 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 461 463 765 92 80 364 1394 59 786 351 v/s Ratio Prot c0.30 0.30 c0.02 c0.15 0.12 0.02 c0.14
v/s Ratio Perm 0.08 0.00 0.02
v/c Ratio 1.05 1.05 0.27 0.29 0.01 0.70 0.28 0.44 0.59 0.09 Uniform Delay, d1 26.4 26.4 20.5 33.4 32.9 26.4 13.8 34.7 24.7 21.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 55.0 54.8 0.2 1.8 0.1 5.7 0.1 5.2 1.1 0.1 Delay (s) 81.4 81.2 20.7 35.2 33.0 32.1 13.9 39.9 25.8 21.7 Level of Service F F C D C C B D C C
Approach Delay (s) 55.1 34.4 21.0 25.6
Approach LOS E C C C
Intersection Summary
HCM 2000 Control Delay 41.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 73.6 Sum of lost time (s) 14.8 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
11: Dollar Ave/Herman Ave 09/28/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 10 10 15 50 5 45 5 160 130 85 160 5 Future Volume (vph) 10 10 15 50 5 45 5 160 130 85 160 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00
Frt 0.94 0.94 0.94 1.00
Flt Protected 0.99 0.98 1.00 0.98
Satd. Flow (prot) 1559 1535 1576 1644
Flt Permitted 0.94 0.87 1.00 0.82
Satd. Flow (perm) 1481 1367 1569 1375
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 11 11 16 54 5 49 5 174 141 92 174 5
RTOR Reduction (vph) 0 10 0 0 29 0 0 63 0 0 2 0
Lane Group Flow (vph) 0 28 0 0 79 0 0 257 0 0 269 0
Parking (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Actuated Green, G (s) 18.0 18.0 18.0 18.0
Effective Green, g (s) 18.0 18.0 18.0 18.0
Actuated g/C Ratio 0.40 0.40 0.40 0.40
Clearance Time (s) 4.5 4.5 4.5 4.5
Lane Grp Cap (vph) 592 546 627 550
v/s Ratio Prot
v/s Ratio Perm 0.02 c0.06 0.16 c0.20
v/c Ratio 0.05 0.14 0.41 0.49
Uniform Delay, d1 8.3 8.6 9.7 10.1
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.6 2.0 3.1
Delay (s) 8.4 9.1 11.7 13.2
Level of Service A A B B
Approach Delay (s) 8.4 9.1 11.7 13.2
Approach LOS A A B B
Intersection Summary
HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.32
Actuated Cycle Length (s) 45.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 51.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
14: 280 SB Ramps/Rollingwood Drive & Sneath Lane 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 65 765 325 50 375 215 50 25 215 395 365 35 Future Volume (veh/h) 65 765 325 50 375 215 50 25 215 395 365 35 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 841 347 55 412 107 55 27 0 434 401 37 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 89 738 304 70 1078 910 68 34 386 366 34
Arrive On Green 0.05 0.59 0.59 0.04 0.58 0.58 0.06 0.06 0.00 0.22 0.22 0.22 Sat Flow, veh/h 1781 1256 518 1781 1870 1578 1214 596 1585 1781 1686 156 Grp Volume(v), veh/h 71 0 1188 55 412 107 82 0 0 434 0 438 Grp Sat Flow(s),veh/h/ln 1781 0 1774 1781 1870 1578 1810 0 1585 1781 0 1841 Q Serve(g_s), s 5.9 0.0 88.0 4.6 17.9 4.6 6.7 0.0 0.0 32.5 0.0 32.5 Cycle Q Clear(g_c), s 5.9 0.0 88.0 4.6 17.9 4.6 6.7 0.0 0.0 32.5 0.0 32.5 Prop In Lane 1.00 0.29 1.00 1.00 0.67 1.00 1.00 0.08
Lane Grp Cap(c), veh/h 89 0 1042 70 1078 910 102 0 386 0 399 V/C Ratio(X) 0.79 0.00 1.14 0.78 0.38 0.12 0.81 0.00 1.12 0.00 1.10 Avail Cap(c_a), veh/h 149 0 1042 71 1078 910 103 0 386 0 399 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 70.4 0.0 30.9 71.3 17.2 14.4 69.9 0.0 0.0 58.7 0.0 58.7 Incr Delay (d2), s/veh 5.9 0.0 74.8 38.2 0.3 0.1 33.5 0.0 0.0 83.7 0.0 73.8 Initial 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 2.9 0.0 57.8 2.8 7.6 1.7 4.1 0.0 0.0 23.7 0.0 23.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.3 0.0 105.8 109.5 17.5 14.5 103.4 0.0 0.0 142.3 0.0 132.4 LnGrp LOS E A F F B B F A F A F
Approach Vol, veh/h 1259 574 82 A 872
Approach Delay, s/veh 104.1 25.8 103.4 137.4
Approach LOS F C F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.0 90.9 36.0 9.4 92.5 11.9
Change Period (Y+Rc), s 3.5 4.5 3.5 3.5 4.5 3.5
Max Green Setting (Gmax), s 12.5 81.5 32.5 6.0 88.0 8.5 Max Q Clear Time (g_c+I1), s 7.9 19.9 34.5 6.6 90.0 8.7 Green Ext Time (p_c), s 0.0 4.6 0.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 98.4
HCM 6th LOS F
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
15: 280 NB Ramps/Driveway & Sneath Lane 09/24/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1175 190 175 500 5 135 5 265 0 5 5 Future Volume (veh/h) 5 1175 190 175 500 5 135 5 265 0 5 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 1291 169 192 549 5 165 0 34 0 5 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 6 1660 711 381 791 7 313 0 139 0 13 11
Arrive On Green 0.46 0.46 0.46 0.21 0.21 0.21 0.09 0.00 0.09 0.00 0.01 0.01 Sat Flow, veh/h 13 3633 1557 1781 3700 34 3563 0 1585 0 962 770 Grp Volume(v), veh/h 695 601 169 192 277 277 165 0 34 0 0 9 Grp Sat Flow(s),veh/h/ln 1870 1777 1557 1781 1870 1864 1781 0 1585 0 0 1732 Q Serve(g_s), s 21.4 18.5 4.4 6.3 9.1 9.1 3.0 0.0 1.3 0.0 0.0 0.3 Cycle Q Clear(g_c), s 21.4 18.5 4.4 6.3 9.1 9.1 3.0 0.0 1.3 0.0 0.0 0.3 Prop In Lane 0.01 1.00 1.00 0.02 1.00 1.00 0.00 0.44
Lane Grp Cap(c), veh/h 854 812 711 381 400 398 313 0 139 0 0 24 V/C Ratio(X) 0.81 0.74 0.24 0.50 0.69 0.69 0.53 0.00 0.24 0.00 0.00 0.38 Avail Cap(c_a), veh/h 1150 1092 957 962 1010 1006 1282 0 570 0 0 519 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 15.7 14.9 11.0 23.1 24.2 24.2 29.1 0.0 28.4 0.0 0.0 32.6 Incr Delay (d2), s/veh 3.0 1.5 0.1 0.8 1.6 1.6 0.5 0.0 0.3 0.0 0.0 3.6 Initial 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 8.2 6.5 1.3 2.5 3.8 3.8 1.2 0.0 0.5 0.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.6 16.4 11.2 23.9 25.8 25.8 29.6 0.0 28.7 0.0 0.0 36.2 LnGrp LOS B B B C C C C A C A A D
Approach Vol, veh/h 1465 746 199 9
Approach Delay, s/veh 16.9 25.3 29.5 36.2
Approach LOS B C C D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 18.4 9.3 34.6 4.4
Change Period (Y+Rc), s 4.1 3.5 4.1 3.5
Max Green Setting (Gmax), s 36.0 24.0 41.0 20.0
Max Q Clear Time (g_c+I1), s 11.1 5.0 23.4 2.3
Green Ext Time (p_c), s 2.9 0.3 7.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 20.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
17: Cherry Avenue & Sneath Lane 09/24/2020
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBT EBR WBU WBL WBT NBU NBL NBR
Lane Configurations
Traffic Volume (veh/h) 955 505 5 140 495 10 185 190
Future Volume (veh/h) 955 505 5 140 495 10 185 190
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 995 421 146 516 193 58
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1920 832 188 2615 353 162
Arrive On Green 0.54 0.54 0.11 0.74 0.10 0.10
Sat Flow, veh/h 3647 1541 1781 3647 3456 1585
Grp Volume(v), veh/h 995 421 146 516 193 58
Grp Sat Flow(s),veh/h/ln 1777 1541 1781 1777 1728 1585
Q Serve(g_s), s 9.9 4.1 4.4 2.5 2.9 1.9
Cycle Q Clear(g_c), s 9.9 4.1 4.4 2.5 2.9 1.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1920 832 188 2615 353 162
V/C Ratio(X) 0.52 0.51 0.78 0.20 0.55 0.36
Avail Cap(c_a), veh/h 3904 1693 1123 6400 2303 1056
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.1 1.5 24.2 2.3 23.7 23.2
Incr Delay (d2), s/veh 0.3 0.7 2.6 0.1 1.3 1.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.7 1.8 1.8 0.2 1.2 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.5 2.1 26.8 2.3 25.0 24.6
LnGrp LOS A A C A C C
Approach Vol, veh/h 1416 662 251
Approach Delay, s/veh 6.6 7.7 24.9
Approach LOS A A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 10.9 35.0 45.9 9.7
Change Period (Y+Rc), s 5.0 * 5 5.0 4.0
Max Green Setting (Gmax), s 35.0 * 61 100.0 37.0
Max Q Clear Time (g_c+I1), s 6.4 11.9 4.5 4.9
Green Ext Time (p_c), s 0.1 17.4 5.4 0.8
Intersection Summary
HCM 6th Ctrl Delay 8.9
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
18: Huntington Avenue/Huntington Ave & San Bruno Avenue 07/05/2021 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 90 460 60 10 345 0 0 235 10 95 160 140 Future Volume (vph) 90 460 60 10 345 0 0 235 10 95 160 140 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 10 10 12 10 12 10 12 12 12 12 12
Total Lost time (s) 3.7 2.7 3.7 2.7 3.7 3.7 3.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.98 1.00 1.00 0.99 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1719 3143 1719 3209 1796 1719 3150
Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1719 3143 1719 3209 1796 1719 3150
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 98 500 65 11 375 0 0 255 11 103 174 152 RTOR Reduction (vph) 0 6 0 0 0 0 0 2 0 0 93 0
Lane Group Flow (vph) 98 559 0 11 375 0 0 264 0 103 233 0 Confl. Peds. (#/hr) 25 15 15 15 15 20
Confl. Bikes (#/hr) 5 5 5
Heavy Vehicles (%) 5% 5% 5% 5% 5% 2% 2% 5% 5% 5% 5% 5%
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 13 10 9 14 11 16 15 12
Permitted Phases
Actuated Green, G (s) 7.3 32.4 1.0 26.1 16.8 7.5 28.0
Effective Green, g (s) 7.3 33.4 1.0 27.1 16.8 7.5 28.0
Actuated g/C Ratio 0.10 0.46 0.01 0.37 0.23 0.10 0.39
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 173 1447 23 1199 416 177 1216
v/s Ratio Prot c0.06 c0.18 0.01 0.12 c0.15 c0.06 0.07
v/s Ratio Perm
v/c Ratio 0.57 0.39 0.48 0.31 0.64 0.58 0.19
Uniform Delay, d1 31.1 12.8 35.5 16.1 25.1 31.0 14.7
Progression Factor 1.00 1.00 1.39 0.50 1.00 1.00 1.00
Incremental Delay, d2 2.5 0.2 5.5 0.1 3.2 3.1 0.1
Delay (s) 33.6 13.0 54.9 8.2 28.3 34.1 14.8
Level of Service C B D A C C B
Approach Delay (s) 16.0 9.6 28.3 19.5
Approach LOS B A C B
Intersection Summary
HCM 2000 Control Delay 17.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.53
Actuated Cycle Length (s) 72.5 Sum of lost time (s) 14.8 Intersection Capacity Utilization 61.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
19: San Mateo Avenue & San Bruno Avenue 07/05/2021
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 150 415 0 70 310 120 5 130 135 0 45 110 Future Volume (vph) 150 415 0 70 310 120 5 130 135 0 45 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 3.7 3.7 2.7 2.7 3.7 2.7
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.98 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.96 1.00 0.85 0.89
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1687 3374 1687 3201 1773 1472 1566
Flt Permitted 0.95 1.00 0.95 1.00 0.99 1.00 1.00
Satd. Flow (perm) 1687 3374 1687 3201 1764 1472 1566
Peak-hour factor, PHF 0.91 0.91 0.92 0.91 0.91 0.91 0.91 0.91 0.91 0.92 0.91 0.91 Adj. Flow (vph) 165 456 0 77 341 132 5 143 148 0 49 121 RTOR Reduction (vph) 0 0 0 0 31 0 0 0 91 0 73 0
Lane Group Flow (vph) 165 456 0 77 442 0 0 148 57 0 97 0 Confl. Peds. (#/hr) 10 10 10 5 10 5
Confl. Bikes (#/hr) 10 5
Heavy Vehicles (%) 7% 7% 2% 7% 7% 7% 7% 7% 7% 2% 7% 7%
Turn Type Prot NA Prot NA Perm NA Perm Prot NA
Protected Phases 5 2 1 6 8 7 4
Permitted Phases 8 8
Actuated Green, G (s) 12.9 26.7 6.7 20.5 28.0 28.0 28.0 Effective Green, g (s) 12.9 26.7 6.7 21.5 29.0 28.0 29.0 Actuated g/C Ratio 0.18 0.37 0.09 0.30 0.40 0.39 0.40
Clearance Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7
Vehicle Extension (s) 2.0 3.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 300 1242 155 949 705 568 626
v/s Ratio Prot c0.10 0.14 0.05 c0.14 0.06
v/s Ratio Perm c0.08 0.04
v/c Ratio 0.55 0.37 0.50 0.47 0.21 0.10 0.16
Uniform Delay, d1 27.2 16.7 31.3 20.8 14.2 14.2 13.9
Progression Factor 1.14 0.66 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.2 0.2 0.9 0.4 0.1 0.1 0.1
Delay (s) 32.2 11.2 32.2 21.2 14.4 14.3 14.0
Level of Service C B C C B B B
Approach Delay (s) 16.8 22.7 14.3 14.0
Approach LOS B C B B
Intersection Summary
HCM 2000 Control Delay 18.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.40
Actuated Cycle Length (s) 72.5 Sum of lost time (s) 14.8 Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
20: 280 SB On Ramp/280 SB Off Ramp & San Bruno Avenue W 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 885 365 285 470 0 0 0 0 395 415 180 Future Volume (veh/h) 0 885 365 285 470 0 0 0 0 395 415 180 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 0 1885 1885 1885 Adj Flow Rate, veh/h 0 932 0 300 495 0 277 631 68
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 1 1 0 1 1 1
Cap, veh/h 0 2001 835 2450 0 380 797 338
Arrive On Green 0.00 0.39 0.00 0.48 1.00 0.00 0.21 0.21 0.21 Sat Flow, veh/h 0 5316 1598 3483 3676 0 1795 3770 1598
Grp Volume(v), veh/h 0 932 0 300 495 0 277 631 68
Grp Sat Flow(s),veh/h/ln 0 1716 1598 1742 1791 0 1795 1885 1598 Q Serve(g_s), s 0.0 12.2 0.0 4.9 0.0 0.0 12.9 14.3 3.2
Cycle Q Clear(g_c), s 0.0 12.2 0.0 4.9 0.0 0.0 12.9 14.3 3.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2001 835 2450 0 380 797 338
V/C Ratio(X) 0.00 0.47 0.36 0.20 0.00 0.73 0.79 0.20
Avail Cap(c_a), veh/h 0 2001 835 2450 0 571 1198 508
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.70 0.70 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 20.5 0.0 19.1 0.0 0.0 33.1 33.6 29.2 Incr Delay (d2), s/veh 0.0 0.8 0.0 0.1 0.1 0.0 1.0 1.1 0.1 Initial Q Delay(d3),s/veh 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 4.7 0.0 1.7 0.0 0.0 5.5 6.4 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 21.3 0.0 19.2 0.1 0.0 34.1 34.7 29.3 LnGrp LOS A C B A A C C C
Approach Vol, veh/h 932 A 795 976
Approach Delay, s/veh 21.3 7.3 34.2
Approach LOS C A C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 26.6 40.0 23.4 66.6
Change Period (Y+Rc), s 5.0 * 5 4.4 5.0
Max Green Setting (Gmax), s 13.5 * 35 28.6 52.0
Max Q Clear Time (g_c+I1), s 6.9 14.2 16.3 2.0
Green Ext Time (p_c), s 0.3 8.4 2.8 5.3
Intersection Summary
HCM 6th Ctrl Delay 21.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Intersection
Intersection Delay, s/veh 13.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations
Traffic Vol, veh/h 25 20 20 150 0 85 5 0 250 145 165 215 Future Vol, veh/h 25 20 20 150 0 85 5 0 250 145 165 215 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 27 22 22 163 0 92 5 0 272 158 179 234
Number of Lanes 0 1 0 0 1 0 0 0 2 0 1 2
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 3 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 2 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 3 1 1
HCM Control Delay 11.5 16.5 15 11.3

HCM LOS B C B B

Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 38% 64% 100% 0% 0%
Vol Thru, % 100% 46% 31% 0% 0% 100% 100%
Vol Right, % 0% 54% 31% 36% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 130 270 65 235 165 108 108
LT Vol 0 0 25 150 165 0 0
Through Vol 130 125 20 0 0 108 108
RT Vol 0 145 20 85 0 0 0
Lane Flow Rate 141 293 71 255 179 117 117
Geometry Grp 8 8 7 7 7 7 7
Degree of Util (X) 0.269 0.527 0.147 0.495 0.347 0.21 0.151 Departure Headway (Hd) 6.848 6.464 7.475 6.972 6.968 6.458 4.655 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 520 552 483 513 513 552 761
Service Time 4.647 4.262 5.175 4.761 4.759 4.249 2.444
HCM Lane V/C Ratio 0.271 0.531 0.147 0.497 0.349 0.212 0.154 HCM Control Delay 12.2 16.3 11.5 16.5 13.5 11 8.3
HCM Lane LOS B C B C B B A
HCM 95th-tile Q 1.1 3.1 0.5 2.7 1.5 0.8 0.5
HCM 6th AWSC
21: Huntington Ave/Huntington Avenue & Forest Ln/Herman Ave 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Intersection
Intersection Delay, s/veh
Intersection LOS
Movement SBR
Lane Configurations
Traffic Vol, veh/h 0
Future Vol, veh/h 0
Peak Hour Factor 0.92
Heavy Vehicles, % 4
Mvmt Flow 0
Number of Lanes 0
Approach
Opposing Approach
Opposing Lanes
Conflicting Approach Left
Conflicting Lanes Left
Conflicting Approach Right
Conflicting Lanes Right
HCM Control Delay

HCM LOS

HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 0 490 350 5 150 395 0 0 0 0 5 245
Future Volume (vph) 0 490 350 5 150 395 0 0 0 0 5 245
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 4.5
Lane Util. Factor 0.95 0.91 0.91 0.95
Frpb, ped/bikes 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 0.94 1.00 1.00 1.00
Flt Protected 1.00 0.95 1.00 0.95
Satd. Flow (prot) 3130 1535 3226 1603
Flt Permitted 1.00 0.95 1.00 0.95
Satd. Flow (perm) 3130 1535 3226 1603
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 510 365 5 156 411 0 0 0 0 5 255
RTOR Reduction (vph) 0 135 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 740 0 0 145 427 0 0 0 0 0 132
Confl. Peds. (#/hr) 5 5 5 5
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7%
Turn Type NA Split Split NA Split Split
Protected Phases 5 6 6 6 4 4
Permitted Phases
Actuated Green, G (s) 22.2 20.3 20.3 11.0
Effective Green, g (s) 22.2 20.3 20.3 11.0
Actuated g/C Ratio 0.33 0.30 0.30 0.16
Clearance Time (s) 5.0 5.0 5.0 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1021 458 963 259
v/s Ratio Prot c0.24 0.09 c0.13 0.08
v/s Ratio Perm
v/c Ratio 0.72 0.32 0.44 0.51
Uniform Delay, d1 20.2 18.5 19.3 26.0
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 0.4 0.3 1.6
Delay (s) 22.8 18.9 19.6 27.6
Level of Service C B B C
Approach Delay (s) 22.8 19.4 0.0
Approach LOS C B A
Intersection Summary
HCM 2000 Control Delay 21.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 68.0 Sum of lost time (s) 14.5 Intersection Capacity Utilization 60.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
22: US 101 SB On Ramp/US 101 SB Off Ramp & San Bruno Avenue/San Bruno Ave 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 5 155
Future Volume (vph) 5 155
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 4.5 5.0
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 1.00
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 0.95 1.00
Satd. Flow (prot) 1609 1509
Flt Permitted 0.95 1.00
Satd. Flow (perm) 1609 1509
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 5 161
RTOR Reduction (vph) 0 77
Lane Group Flow (vph) 133 84
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Heavy Vehicles (%) 7% 7%
Turn Type NA custom
Protected Phases 4 5
Permitted Phases 4
Actuated Green, G (s) 11.0 33.2
Effective Green, g (s) 11.0 33.2
Actuated g/C Ratio 0.16 0.49
Clearance Time (s) 4.5 5.0
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 260 736
v/s Ratio Prot c0.08 0.04
v/s Ratio Perm 0.02
v/c Ratio 0.51 0.11
Uniform Delay, d1 26.0 9.4
Progression Factor 1.00 1.00
Incremental Delay, d2 1.7 0.1
Delay (s) 27.7 9.5
Level of Service C A
Approach Delay (s) 20.8
Approach LOS C
Intersection Summary
HCM Signalized Intersection Capacity Analysis
23: US 101 NB Off Ramp/US 101 NB On Ramp & San Bruno Ave/San Bruno Avenue 01/03/2022 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 215 525 0 0 220 130 270 0 415 115 0 60 Future Volume (vph) 215 525 0 0 220 130 270 0 415 115 0 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3242 1759 3343 1467 1671 1471 1671 1495 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 3242 1759 3343 1467 1671 1471 1671 1495 Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 250 610 0 0 256 151 314 0 483 134 0 70
RTOR Reduction (vph) 0 0 0 0 0 118 0 0 165 0 0 61
Lane Group Flow (vph) 250 610 0 0 256 33 0 314 318 134 0 9 Confl. Peds. (#/hr) 10 5 5 10 5 5
Confl. Bikes (#/hr) 10
Heavy Vehicles (%) 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8%
Turn Type Prot NA NA Perm Perm NA Perm Prot Prot
Protected Phases 5 2 6 8 7 7
Permitted Phases 6 8 8
Actuated Green, G (s) 12.0 32.5 16.0 16.0 19.7 19.7 9.7 9.7 Effective Green, g (s) 12.0 32.5 16.0 16.0 19.7 19.7 9.7 9.7 Actuated g/C Ratio 0.16 0.44 0.22 0.22 0.27 0.27 0.13 0.13 Clearance Time (s) 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5
Vehicle Extension (s) 3.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 530 778 728 319 448 394 220 197
v/s Ratio Prot 0.08 c0.35 0.08 c0.08 0.01
v/s Ratio Perm 0.02 0.19 c0.22
v/c Ratio 0.47 0.78 0.35 0.10 0.70 0.81 0.61 0.05
Uniform Delay, d1 27.8 17.5 24.3 23.0 24.2 25.1 30.1 27.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 4.8 0.1 0.1 4.0 10.9 3.3 0.0
Delay (s) 28.5 22.3 24.4 23.0 28.2 36.0 33.3 27.8
Level of Service C C C C C D C C
Approach Delay (s) 24.1 23.9 32.9 31.4
Approach LOS CCCC
Intersection Summary
HCM 2000 Control Delay 27.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 73.4 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
24: Cherry Avenue & San Bruno Avenue W 01/03/2022
Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 445 1005 65 25 700 120 145 105 40 180 80 160 Future Volume (veh/h) 445 1005 65 25 700 120 145 105 40 180 80 160 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.97 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1930 Adj Flow Rate, veh/h 464 1047 64 26 729 110 151 109 42 188 83 167 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 333333333333
Cap, veh/h 373 1612 99 79 987 149 95 351 135 266 87 795 Arrive On Green 0.07 0.16 0.16 0.04 0.32 0.32 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1767 3373 206 1767 3064 462 1116 1265 487 712 315 1618 Grp Volume(v), veh/h 464 547 564 26 419 420 151 0 151 271 0 167 Grp Sat Flow(s),veh/h/ln 1767 1763 1817 1767 1763 1764 1116 0 1752 1027 0 1618 Q Serve(g_s), s 19.0 26.2 26.2 1.3 19.0 19.1 1.2 0.0 6.1 17.7 0.0 5.3 Cycle Q Clear(g_c), s 19.0 26.2 26.2 1.3 19.0 19.1 25.0 0.0 6.1 23.8 0.0 5.3 Prop In Lane 1.00 0.11 1.00 0.26 1.00 0.28 0.69 1.00
Lane Grp Cap(c), veh/h 373 842 868 79 568 568 95 0 487 353 0 795 V/C Ratio(X) 1.24 0.65 0.65 0.33 0.74 0.74 1.60 0.00 0.31 0.77 0.00 0.21 Avail Cap(c_a), veh/h 373 842 868 98 568 568 95 0 487 353 0 795 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.79 0.79 0.64 0.64 0.64 1.00 0.00 1.00 0.82 0.00 0.82 Uniform Delay (d), s/veh 41.9 30.8 30.8 41.7 27.1 27.1 44.9 0.0 25.7 35.1 0.0 13.1 Incr Delay (d2), s/veh 126.5 3.1 3.0 0.6 5.5 5.5 312.1 0.0 0.1 7.4 0.0 0.0 Initial 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 22.0 12.9 13.2 0.6 8.5 8.5 10.3 0.0 2.6 6.5 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 168.4 33.9 33.8 42.3 32.6 32.6 357.0 0.0 25.8 42.5 0.0 13.1 LnGrp LOS F CCDCCFACDAB
Approach Vol, veh/h 1575 865 302 438
Approach Delay, s/veh 73.5 32.9 191.4 31.3
Approach LOS E C F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 23.0 38.0 29.0 13.0 48.0 29.0
Change Period (Y+Rc), s 4.0 9.0 4.0 9.0 * 5 4.0
Max Green Setting (Gmax), s 19.0 29.0 25.0 5.0 * 43 25.0 Max Q Clear Time (g_c+I1), s 21.0 21.1 25.8 3.3 28.2 27.0 Green Ext Time (p_c), s 0.0 4.0 0.0 0.0 8.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 67.8
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
25: El Camino Real & 380 WB On-Ramp/380 WB Off-Ramp 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 515 0 760 0 1080 415 0 2390 300 Future Volume (vph) 0 0 0 515 0 760 0 1080 415 0 2390 300 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.6 3.6 4.4 4.4 4.4 4.4
Lane Util. Factor 0.97 0.88 0.91 1.00 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.93 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3400 2760 5036 1465 5036 1517
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3400 2760 5036 1465 5036 1517
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 531 0 784 0 1113 428 0 2464 309
RTOR Reduction (vph) 0 0 0 0 0 539 0 0 213 0 0 73
Lane Group Flow (vph) 0 0 0 531 0 245 0 1113 215 0 2464 236 Confl. Peds. (#/hr) 20 15 15 20
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot Prot NA Perm NA Perm
Protected Phases 4 5 6 2
Permitted Phases 6 2
Actuated Green, G (s) 24.3 32.4 69.1 69.1 105.1 105.1
Effective Green, g (s) 24.3 32.4 69.1 69.1 105.1 105.1
Actuated g/C Ratio 0.18 0.24 0.50 0.50 0.76 0.76
Clearance Time (s) 3.6 3.6 4.4 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 601 650 2532 736 3852 1160
v/s Ratio Prot c0.16 0.09 0.22 c0.49
v/s Ratio Perm 0.15 0.16
v/c Ratio 0.88 0.38 0.44 0.29 0.64 0.20
Uniform Delay, d1 55.2 44.0 21.8 19.9 7.4 4.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 14.0 0.1 0.6 1.0 0.8 0.4
Delay (s) 69.2 44.2 22.3 20.9 8.3 4.9
Level of Service E D C C A A
Approach Delay (s) 0.0 54.3 22.0 7.9
Approach LOS A D C A
Intersection Summary
HCM 2000 Control Delay 22.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 137.4 Sum of lost time (s) 11.6 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
26: El Camino Real & 380 EB Off-Ramp/380 EB On-Ramp 01/03/2022 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 125 0 265 0000 1370 575 0 1830 1075 Future Volume (vph) 125 0 265 0000 1370 575 0 1830 1075 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.6 4.4 4.4 4.4
Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.94
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.86 0.85 0.96 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1665 1443 1490 4612 5036 1467
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1665 1443 1490 4612 5036 1467
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 133 0 282 0000 1457 612 0 1947 1144
RTOR Reduction (vph) 0 32 32 0 0 0 0 0 0 0 0 191
Lane Group Flow (vph) 120 116 115 0000 2069 0 0 1947 953 Confl. Peds. (#/hr) 10 10 15 15 15 15
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Parking (#/hr) 0 0
Turn Type Split NA Perm NA NA Perm
Protected Phases 8 8 6 2
Permitted Phases 8 2
Actuated Green, G (s) 12.0 12.0 12.0 99.0 99.0 99.0
Effective Green, g (s) 12.0 12.0 12.0 99.0 99.0 99.0
Actuated g/C Ratio 0.10 0.10 0.10 0.82 0.82 0.82
Clearance Time (s) 4.6 4.6 4.6 4.4 4.4 4.4
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 166 144 149 3804 4154 1210
v/s Ratio Prot 0.07 c0.08 0.45 0.39
v/s Ratio Perm 0.08 c0.65
v/c Ratio 0.72 0.80 0.77 0.54 0.47 0.79
Uniform Delay, d1 52.4 52.8 52.6 3.3 3.0 5.2
Progression Factor 1.00 1.00 1.00 0.86 1.00 1.00
Incremental Delay, d2 12.4 25.3 19.0 0.4 0.4 5.2
Delay (s) 64.7 78.2 71.7 3.3 3.4 10.5
Level of Service E E E A A B
Approach Delay (s) 72.0 0.0 3.3 6.0
Approach LOS EAAA
Intersection Summary
HCM 2000 Control Delay 9.9 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 270 455 190 205 340 125 350 1280 145 15 230 1040 Future Volume (vph) 270 455 190 205 340 125 350 1280 145 15 230 1040 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.95 1.00 0.99 1.00 1.00 0.95 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 3505 1482 3400 3326 3400 5036 1494 3400 5036 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1752 3505 1482 3400 3326 3400 5036 1494 3400 5036 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 284 479 200 216 358 132 368 1347 153 16 242 1095 RTOR Reduction (vph) 0 0 78 0 35 0 0 0 71 0 0 0
Lane Group Flow (vph) 284 479 122 216 455 0 368 1347 82 0 258 1095 Confl. Peds. (#/hr) 25 40 40 25 15 25 25
Confl. Bikes (#/hr) 5 5
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot Prot NA Protected Phases 3 8 7 4 1 6 5 5 2
Permitted Phases 8 6
Actuated Green, G (s) 20.0 34.5 34.5 10.1 26.0 13.0 45.7 45.7 13.5 45.7 Effective Green, g (s) 20.0 34.5 34.5 10.1 26.0 13.0 45.7 45.7 13.5 45.7 Actuated g/C Ratio 0.17 0.29 0.29 0.08 0.22 0.11 0.38 0.38 0.11 0.38 Clearance Time (s) 3.5 5.1 5.1 3.5 3.7 3.5 4.1 4.1 3.5 4.6 Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Lane Grp Cap (vph) 292 1007 426 286 720 368 1917 568 382 1917 v/s Ratio Prot c0.16 0.14 0.06 c0.14 c0.11 c0.27 0.08 0.22 v/s Ratio Perm 0.08 0.05
v/c Ratio 0.97 0.48 0.29 0.76 0.63 1.00 0.70 0.14 0.68 0.57 Uniform Delay, d1 49.7 35.3 33.2 53.7 42.7 53.5 31.4 24.3 51.1 29.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.87 Incremental Delay, d2 44.7 0.1 0.1 9.6 1.3 46.9 2.2 0.5 3.3 1.1 Delay (s) 94.5 35.4 33.3 63.4 44.0 100.4 33.6 24.9 52.0 26.8 Level of Service F D C E D F C C D C
Approach Delay (s) 52.4 49.9 46.0 29.8
Approach LOS D D D C
Intersection Summary
HCM 2000 Control Delay 42.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.7 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
27: El Camino Real/El Camino Real & San Bruno Avenue W 09/28/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement SBR
Lane Configurations
Traffic Volume (vph) 245
Future Volume (vph) 245
Ideal Flow (vphpl) 1900
Total Lost time (s) 4.6
Lane Util. Factor 1.00
Frpb, ped/bikes 0.97
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1516
Flt Permitted 1.00
Satd. Flow (perm) 1516
Peak-hour factor, PHF 0.95
Adj. Flow (vph) 258
RTOR Reduction (vph) 85
Lane Group Flow (vph) 173
Confl. Peds. (#/hr) 15
Confl. Bikes (#/hr)
Heavy Vehicles (%) 3%
Turn Type Perm
Protected Phases
Permitted Phases 2
Actuated Green, G (s) 45.7
Effective Green, g (s) 45.7
Actuated g/C Ratio 0.38
Clearance Time (s) 4.6
Vehicle Extension (s) 0.2
Lane Grp Cap (vph) 577
v/s Ratio Prot
v/s Ratio Perm 0.11
v/c Ratio 0.30
Uniform Delay, d1 26.0
Progression Factor 0.74
Incremental Delay, d2 1.2
Delay (s) 20.4
Level of Service C
Approach Delay (s)
Approach LOS
Intersection Summary
HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 75 120 55 240 80 345 25 65 1085 375 35 480 Future Volume (veh/h) 75 120 55 240 80 345 25 65 1085 375 35 480 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.96 0.98 0.97 1.00 0.99 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 79 126 30 168 202 161 68 1142 154 505 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 172 337 86 259 434 358 87 1863 574 540
Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.05 0.37 0.37 0.31 Sat Flow, veh/h 511 1441 368 1199 1856 1532 1767 5066 1560 1767 Grp Volume(v), veh/h 104 0 131 168 202 161 68 1142 154 505 Grp Sat Flow(s),veh/h/ln 717 0 1603 1199 1856 1532 1767 1689 1560 1767 Q Serve(g_s), s 9.4 0.0 8.2 16.3 11.2 10.8 4.6 22.1 8.3 33.3 Cycle Q Clear(g_c), s 20.6 0.0 8.2 24.5 11.2 10.8 4.6 22.1 8.3 33.3 Prop In Lane 0.76 0.23 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 220 0 375 259 434 358 87 1863 574 540 V/C Ratio(X) 0.47 0.00 0.35 0.65 0.47 0.45 0.78 0.61 0.27 0.93 Avail Cap(c_a), veh/h 285 0 468 328 541 447 177 1863 574 692 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.9 0.0 38.3 48.5 39.5 39.4 56.4 31.0 26.6 40.5 Incr Delay (d2), s/veh 1.6 0.0 0.6 3.0 0.8 0.9 13.8 1.5 1.1 17.3 Initial 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 %ile BackOfQ(50%),veh/ln 3.1 0.0 3.3 5.1 5.2 4.2 2.4 9.2 3.3 16.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.5 0.0 38.9 51.5 40.3 40.2 70.2 32.5 27.8 57.7 LnGrp LOS D A D D D D E C C E
Approach Vol, veh/h 235 531 1364
Approach Delay, s/veh 43.2 43.8 33.8
Approach LOS D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.9 79.3 31.8 39.7 48.5 31.8
Change Period (Y+Rc), s 3.0 4.4 3.7 3.0 4.4 3.7
Max Green Setting (Gmax), s 12.0 61.9 35.0 47.0 26.9 35.0 Max Q Clear Time (g_c+I1), s 6.6 20.6 26.5 35.3 24.1 22.6 Green Ext Time (p_c), s 0.0 15.2 1.6 1.4 2.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 30.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.

HCM 6th Signalized Intersection Summary
28: El Camino Real & Hazelwood Dr/Spruce Ave 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1380 60
Future Volume (veh/h) 1380 60
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1856 1856
Adj Flow Rate, veh/h 1453 61
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 3 3
Cap, veh/h 3111 131
Arrive On Green 0.62 0.62
Sat Flow, veh/h 4985 209
Grp Volume(v), veh/h 984 530
Grp Sat Flow(s),veh/h/ln 1689 1817
Q Serve(g_s), s 18.6 18.6
Cycle Q Clear(g_c), s 18.6 18.6
Prop In Lane 0.12
Lane Grp Cap(c), veh/h 2108 1134
V/C Ratio(X) 0.47 0.47
Avail Cap(c_a), veh/h 2108 1134
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 12.0 12.0
Incr Delay (d2), s/veh 0.7 1.4
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.9 7.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.7 13.3
LnGrp LOS B B
Approach Vol, veh/h 2019
Approach Delay, s/veh 24.1
Approach LOS C
Timer - Assigned Phs
HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 320 960 0 0 635 300 130 230 545 0 0 0 Future Volume (veh/h) 320 960 0 0 635 300 130 230 545 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 330 990 0 0 655 0 134 389 400
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 1173 2154 0 0 750 504 529 448
Arrive On Green 0.68 1.00 0.00 0.00 0.07 0.00 0.28 0.28 0.28 Sat Flow, veh/h 3456 3647 0 0 3647 1585 1781 1870 1585
Grp Volume(v), veh/h 330 990 0 0 655 0 134 389 400
Grp Sat Flow(s),veh/h/ln 1728 1777 0 0 1777 1585 1781 1870 1585 Q Serve(g_s), s 3.4 0.0 0.0 0.0 16.4 0.0 5.3 17.0 21.8
Cycle Q Clear(g_c), s 3.4 0.0 0.0 0.0 16.4 0.0 5.3 17.0 21.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1173 2154 0 0 750 504 529 448
V/C Ratio(X) 0.28 0.46 0.00 0.00 0.87 0.27 0.74 0.89
Avail Cap(c_a), veh/h 1173 2154 0 0 750 614 644 546
HCM Platoon Ratio 2.00 2.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.00 0.00 0.80 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.1 0.0 0.0 0.0 40.7 0.0 25.0 29.2 31.0 Incr Delay (d2), s/veh 0.0 0.6 0.0 0.0 11.1 0.0 0.1 2.5 13.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.2 0.0 0.0 8.9 0.0 2.2 7.7 9.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.1 0.6 0.0 0.0 51.7 0.0 25.1 31.8 44.3 LnGrp LOS B A A A D C C D
Approach Vol, veh/h 1320 655 A 923
Approach Delay, s/veh 3.0 51.7 36.2
Approach LOS A D D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 59.6 35.6 24.0 30.4
Change Period (Y+Rc), s 5.0 5.0 * 5 5.0
Max Green Setting (Gmax), s 49.0 26.0 * 19 31.0
Max Q Clear Time (g_c+I1), s 2.0 5.4 18.4 23.8
Green Ext Time (p_c), s 12.4 0.6 0.3 1.7
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
31: 280 NB Off Ramp/280 NB On Ramp & San Bruno Avenue W 09/24/2020 Southline 5:00 pm 05/01/2020 CNP AM Synchro 10 Report

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

SimTraffic Performance Report
CNP AM 08/05/2020
Southline SimTraffic Report

1: Train & Scott Street Performance by movement
Movement EBT WBT SBT All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 3.0 8.8 4.8 4.8
Vehicles Entered 229 104 25 358
Vehicles Exited 230 104 25 359
Hourly Exit Rate 230 104 25 359
Input Volume 226 106 24 355
% of Volume 102 98 105 101
Denied Entry Before 0000
Denied Entry After 0000
11: Dollar Ave/Herman Ave & Scott Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.3 0.3 0.2 0.3 0.4 Total Del/Veh (s) 6.9 11.7 4.4 4.1 6.0 3.0 9.9 14.3 12.6 12.1 9.6 8.3 Vehicles Entered 9 11 14 47 4 46 5 158 136 83 156 5
Vehicles Exited 9 11 14 47 4 46 5 158 136 82 157 5
Hourly Exit Rate 9 11 14 47 4 46 5 158 136 82 157 5
Input Volume 10 10 15 50 5 45 5 160 130 85 160 5
% of Volume 88 107 92 94 76 102 100 99 105 96 98 100
Denied Entry Before 000000000000
Denied Entry After 000000000000
11: Dollar Ave/Herman Ave & Scott Street Performance by movement Movement All
Denied Del/Veh (s) 0.2
Total Del/Veh (s) 10.7
Vehicles Entered 674
Vehicles Exited 674
Hourly Exit Rate 674
Input Volume 681
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
SimTraffic Performance Report
CNP AM 08/05/2020
Southline SimTraffic Report

16: San Mateo Ave & Scott St Performance by movement
Movement EBL EBT EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.4 0.3 0.3 0.2
Total Del/Veh (s) 7.3 1.4 5.5 7.4 7.9 7.6 5.2 7.1
Vehicles Entered 116 14 109 55 254 202 42 792
Vehicles Exited 116 14 109 55 254 203 42 793
Hourly Exit Rate 116 14 109 55 254 203 42 793
Input Volume 120 13 105 60 255 205 40 798
% of Volume 97 106 104 92 100 99 105 99
Denied Entry Before 00000000
Denied Entry After 00000000
Total Network Performance
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 14.4
Vehicles Entered 1173
Vehicles Exited 1171
Hourly Exit Rate 1171
Input Volume 3323
% of Volume 35
Denied Entry Before 0
Denied Entry After 0
Queuing and Blocking Report
CNP AM 08/05/2020
Southline SimTraffic Report

Intersection: 1: Train & Scott Street
Movement EB WB SB
Directions Served T T T
Maximum Queue (ft) 92 96 48
Average Queue (ft) 59 27 12
95th Queue (ft) 78 72 39
Link Distance (ft) 4 139 475
Upstream Blk Time (%) 16
Queuing Penalty (veh) 36
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Dollar Ave/Herman Ave & Scott Street
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 60 52 243 182
Average Queue (ft) 23 33 85 82
95th Queue (ft) 50 45 186 148
Link Distance (ft) 525 4 1115 1863
Upstream Blk Time (%) 6
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: San Mateo Ave & Scott St
Movement EB NB SB
Directions Served LR LT TR
Maximum Queue (ft) 135 157 138
Average Queue (ft) 63 74 66
95th Queue (ft) 107 122 109
Link Distance (ft) 184 938 791
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 42

HCM Signalized Intersection Capacity Analysis
1: Airport Blvd. & Miller Ave 09/28/2020
Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 85 370 360 5 125 450 0 0 340 105 Future Volume (vph) 0 0 85 370 360 5 125 450 0 0 340 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 0.95 0.95 0.95 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.86 1.00 1.00 1.00 0.96
Flt Protected 1.00 0.95 1.00 0.99 1.00
Satd. Flow (prot) 1565 1633 1739 3489 3283
Flt Permitted 1.00 0.95 1.00 0.99 1.00
Satd. Flow (perm) 1565 1633 1739 3489 3283
Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 0 93 407 396 5 137 495 0 0 374 115
RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 65 0
Lane Group Flow (vph) 0 0 93 366 442 0 0 632 0 0 424 0
Confl. Peds. (#/hr) 15
Heavy Vehicles (%) 0% 0% 5% 5% 3% 0% 0% 3% 0% 0% 5% 5%
Turn Type Over Perm NA Split NA NA
Protected Phases 1 6 1 1 4
Permitted Phases 6
Actuated Green, G (s) 12.4 12.6 12.6 12.4 11.8
Effective Green, g (s) 13.0 12.6 12.6 13.0 12.4
Actuated g/C Ratio 0.26 0.25 0.25 0.26 0.25
Clearance Time (s) 4.6 4.0 4.0 4.6 4.6
Vehicle Extension (s) 4.0 3.5 3.5 4.0 3.0
Lane Grp Cap (vph) 406 411 438 907 814
v/s Ratio Prot 0.06 c0.18 c0.13
v/s Ratio Perm 0.22 0.25
v/c Ratio 0.23 0.89 1.01 0.70 0.52
Uniform Delay, d1 14.6 18.0 18.7 16.7 16.2
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.4 24.0 45.3 2.5 0.6
Delay (s) 15.0 42.0 64.0 19.3 16.8
Level of Service B D E B B
Approach Delay (s) 15.0 54.0 19.3 16.8
Approach LOS B D B B
Intersection Summary
HCM 2000 Control Delay 32.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 50.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 59.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
2: Airport Blvd. & Baden Ave. 09/28/2020
Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Volume (veh/h) 400 225 20 315 375 5 930 530
Future Volume (veh/h) 400 225 20 315 375 5 930 530
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1657 1710 1657 1657 1657 1657
Adj Flow Rate, veh/h 515 0 335 399 989 270
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 4 0 4 4 4 4
Cap, veh/h 602 276 1235 2277 862 381
Arrive On Green 0.19 0.00 0.40 0.72 0.27 0.27
Sat Flow, veh/h 3156 1449 3061 3230 3230 1391
Grp Volume(v), veh/h 515 0 335 399 989 270
Grp Sat Flow(s),veh/h/ln 1578 1449 1530 1574 1574 1391
Q Serve(g_s), s 15.8 0.0 7.3 4.0 27.4 17.5
Cycle Q Clear(g_c), s 15.8 0.0 7.3 4.0 27.4 17.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 602 276 1235 2277 862 381
V/C Ratio(X) 0.86 0.00 0.27 0.18 1.15 0.71
Avail Cap(c_a), veh/h 915 420 1235 2277 862 381
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.95 0.00 0.83 0.83 0.12 0.12
Uniform Delay (d), s/veh 39.1 0.0 20.0 4.4 36.3 32.7
Incr Delay (d2), s/veh 3.2 0.0 0.0 0.1 67.9 1.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.4 0.0 2.5 1.1 18.3 5.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.3 0.0 20.0 4.5 104.2 34.1
LnGrp LOS D A C A F C
Approach Vol, veh/h 515 734 1259
Approach Delay, s/veh 42.3 11.6 89.2
Approach LOS D B F
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 44.9 32.0 76.9 23.1
Change Period (Y+Rc), s 4.6 * 4.6 4.6 4.0
Max Green Setting (Gmax), s 31.0 * 27 52.4 29.0
Max Q Clear Time (g_c+I1), s 9.3 29.4 6.0 17.8
Green Ext Time (p_c), s 0.9 0.0 1.7 1.3
Intersection Summary
HCM 6th Ctrl Delay 56.8
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
3: Airport Blvd. & Grand Ave. 09/28/2020
Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 70 85 800 285 340 60 510 170 195 530 120 Future Volume (vph) 170 70 85 800 285 340 60 510 170 195 530 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 Lane Util. Factor 0.95 0.97 1.00 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.96 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (prot) 2896 3060 1660 1381 1547 3094 1384 1408 2948 1309 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (perm) 2896 3060 1660 1381 1547 3094 1384 1408 2948 1309 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 175 72 88 825 294 351 62 526 175 201 546 124 RTOR Reduction (vph) 0 31 0 0 0 266 0 0 0 0 0 93
Lane Group Flow (vph) 0 304 0 825 294 85 62 526 175 133 614 31 Confl. Peds. (#/hr) 95 10
Confl. Bikes (#/hr) 5 10 5
Heavy Vehicles (%) 1% 1% 1% 3% 3% 3% 5% 5% 5% 5% 5% 5%
Turn Type Split NA Split NA Perm Split NA custom Split NA Perm Protected Phases 4 4 7 7 6 6 2 6 7! 2! 2
Permitted Phases 7 2
Actuated Green, G (s) 20.8 29.1 29.1 29.1 21.1 21.1 90.3 30.3 30.3 30.3 Effective Green, g (s) 20.8 29.1 29.1 29.1 21.1 21.1 90.3 30.3 30.3 30.3 Actuated g/C Ratio 0.17 0.24 0.24 0.24 0.18 0.18 0.75 0.25 0.25 0.25 Clearance Time (s) 4.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.5 2.5 2.0 2.0 2.0 Lane Grp Cap (vph) 501 742 402 334 272 544 1041 355 744 330 v/s Ratio Prot c0.10 c0.27 0.18 0.04 c0.17 0.13 0.09 c0.21 v/s Ratio Perm 0.06 0.02
v/c Ratio 0.61 1.11 0.73 0.25 0.23 0.97 0.17 0.37 0.83 0.09 Uniform Delay, d1 45.8 45.5 41.9 36.7 42.5 49.1 4.2 37.0 42.4 34.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 68.1 6.7 0.4 0.3 30.0 0.1 3.0 10.1 0.6 Delay (s) 47.2 113.6 48.6 37.1 42.8 79.1 4.3 40.0 52.5 34.9 Level of Service D F D D D E A D D C
Approach Delay (s) 47.2 82.3 59.0 48.1
Approach LOS D F E D
Intersection Summary
HCM 2000 Control Delay 65.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.7 Intersection Capacity Utilization 94.2% ICU Level of Service F Analysis Period (min) 15
! Phase conflict between lane groups.
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Linden Ave. & Baden Ave. 09/28/2020
Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 40 200 35 425 275 40 20 225 430 50 270 45 Future Volume (vph) 40 200 35 425 275 40 20 225 430 50 270 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 1.00 1.00 1.00 0.88 1.00
Frpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.98 1.00 0.98 1.00 0.85 0.98
Flt Protected 0.99 0.95 1.00 1.00 1.00 0.99
Satd. Flow (prot) 2727 1413 1448 1481 2224 1437
Flt Permitted 0.99 0.95 1.00 0.93 1.00 0.80
Satd. Flow (perm) 2727 1413 1448 1382 2224 1151
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 43 215 38 457 296 43 22 242 462 54 290 48 RTOR Reduction (vph) 0 13 0 0 6 0 0 0 182 0 5 0
Lane Group Flow (vph) 0 283 0 457 333 0 0 264 280 0 387 0 Confl. Peds. (#/hr) 20 15 15 25
Confl. Bikes (#/hr) 5 5 5 10
Heavy Vehicles (%) 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% 15% Turn Type Split NA Split NA Perm NA pt+ov Perm NA
Protected Phases 1 1 2 2 4 4 2 4
Permitted Phases 4 4
Actuated Green, G (s) 23.5 32.7 32.7 23.8 60.0 23.8
Effective Green, g (s) 23.0 32.2 32.2 22.8 54.5 22.8
Actuated g/C Ratio 0.26 0.36 0.36 0.25 0.61 0.25
Clearance Time (s) 3.5 3.5 3.5 3.0 3.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 696 505 518 350 1346 291
v/s Ratio Prot c0.10 c0.32 0.23 0.13
v/s Ratio Perm 0.19 c0.34
v/c Ratio 0.41 0.90 0.64 0.75 0.21 1.33
Uniform Delay, d1 27.8 27.4 24.1 31.0 8.0 33.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.8 19.2 2.1 8.0 0.0 169.9
Delay (s) 29.6 46.7 26.2 39.0 8.0 203.5
Level of Service C D C D A F
Approach Delay (s) 29.6 37.9 19.3 203.5
Approach LOS C D B F
Intersection Summary
HCM 2000 Control Delay 60.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Produce Ave./Airport Blvd. & San Mateo Ave./So. Airport Blvd. 09/28/2020 Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 170 185 210 880 275 425 105 15 270 180 885 150 Future Volume (veh/h) 170 185 210 880 275 425 105 15 270 180 885 150 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1678 1678 1678 1856 1856 1856 Adj Flow Rate, veh/h 125 271 0 926 289 0 111 16 0 189 932 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 6 6 6 6 6 6 15 15 15 3 3 3
Cap, veh/h 192 402 996 523 143 651 420 1269
Arrive On Green 0.11 0.11 0.00 0.29 0.29 0.00 0.09 0.20 0.00 0.24 0.36 0.00 Sat Flow, veh/h 1725 3622 1535 3450 1811 1535 1598 3272 0 1767 3526 1572 Grp Volume(v), veh/h 125 271 0 926 289 0 111 16 0 189 932 0 Grp Sat Flow(s),veh/h/ln 1725 1811 1535 1725 1811 1535 1598 1594 0 1767 1763 1572 Q Serve(g_s), s 8.3 8.6 0.0 31.3 16.2 0.0 8.2 0.5 0.0 11.0 27.6 0.0 Cycle Q Clear(g_c), s 8.3 8.6 0.0 31.3 16.2 0.0 8.2 0.5 0.0 11.0 27.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 192 402 996 523 143 651 420 1269 V/C Ratio(X) 0.65 0.67 0.93 0.55 0.78 0.02 0.45 0.73
Avail Cap(c_a), veh/h 316 664 1018 534 146 651 420 1269 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.00 0.09 0.09 0.00 1.00 1.00 0.00 0.15 0.15 0.00 Uniform Delay (d), s/veh 51.1 51.2 0.0 41.5 36.1 0.0 53.5 38.2 0.0 39.0 33.4 0.0 Incr Delay (d2), s/veh 1.3 0.7 0.0 1.7 0.1 0.0 20.3 0.1 0.0 0.5 0.6 0.0 Initial 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 4.0 0.0 13.6 7.2 0.0 4.1 0.2 0.0 4.8 11.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.4 51.9 0.0 43.2 36.2 0.0 73.7 38.3 0.0 39.6 34.0 0.0 LnGrp LOS D D D D E D D C
Approach Vol, veh/h 396 A 1215 A 127 A 1121 A
Approach Delay, s/veh 52.1 41.6 69.3 34.9
Approach LOS D D E C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.7 48.1 17.9 33.4 29.4 39.3
Change Period (Y+Rc), s 4.0 4.9 4.6 4.9 * 4.9 4.6
Max Green Setting (Gmax), s 11.0 33.5 22.0 20.0 * 25 35.4 Max Q Clear Time (g_c+I1), s 10.2 29.6 10.6 13.0 2.5 33.3 Green Ext Time (p_c), s 0.0 2.3 1.1 0.2 0.0 1.3
Intersection Summary
HCM 6th Ctrl Delay 41.6
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
8: So. Airport Blvd. & Mitchell Ave. & Gateway Blvd. 09/28/2020 Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 140 395 105 415 25 490 295 125 15 405 725 Future Volume (veh/h) 55 140 395 105 415 25 490 295 125 15 405 725 Initial Q (Qb), veh 0 13 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 1.00 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1781 1781 1811 1811 1811 1767 1767 1767 1841 1841 1841 Adj Flow Rate, veh/h 59 149 143 112 441 23 521 314 0 16 431 585 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 8 8 8 6 6 6 9 9 9 4 4 4
Cap, veh/h 133 411 351 158 428 23 720 740 486 510 410
Arrive On Green 0.08 0.23 0.23 0.09 0.24 0.24 0.23 0.23 0.00 0.28 0.28 0.28 Sat Flow, veh/h 1697 1781 1470 1725 1702 89 3264 3445 0 1753 1841 1481 Grp Volume(v), veh/h 59 149 143 112 0 464 521 314 0 16 431 585 Grp Sat Flow(s),veh/h/ln 1697 1781 1470 1725 0 1791 1632 1678 0 1753 1841 1481 Q Serve(g_s), s 3.5 7.4 8.7 6.6 0.0 25.4 15.3 8.3 0.0 0.7 23.2 29.1 Cycle Q Clear(g_c), s 3.5 7.4 8.7 6.6 0.0 25.4 15.3 8.3 0.0 0.7 23.2 29.1 Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 133 411 351 158 0 457 720 740 486 510 410 V/C Ratio(X) 0.44 0.36 0.41 0.71 0.00 1.01 0.72 0.42 0.03 0.84 1.43 Avail Cap(c_a), veh/h 162 431 356 164 0 433 752 773 486 510 410 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.78 0.78 0.78 1.00 0.00 1.00 0.89 0.89 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.2 35.2 33.7 46.3 0.0 39.1 38.0 35.2 0.0 27.7 35.8 37.9 Incr Delay (d2), s/veh 0.7 0.3 0.4 10.6 0.0 45.9 5.6 1.6 0.0 0.0 11.8 205.2 Initial Q Delay(d3),s/veh 0.0 11.3 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 1.5 5.9 3.1 3.3 0.0 17.4 6.6 3.6 0.0 0.3 11.9 33.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 46.7 34.2 57.0 0.0 85.0 43.5 36.8 0.0 27.7 47.6 243.2 LnGrp LOS D D C E A F D D C D F
Approach Vol, veh/h 351 576 835 A 1032
Approach Delay, s/veh 41.6 79.5 41.0 158.1
Approach LOS D E D F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.6 28.6 28.8 12.2 30.0 34.0
Change Period (Y+Rc), s 4.0 4.6 4.6 4.0 4.6 4.9
Max Green Setting (Gmax), s 10.0 25.4 22.4 10.0 25.4 29.1 Max Q Clear Time (g_c+I1), s 8.6 10.7 17.3 5.5 27.4 31.1 Green Ext Time (p_c), s 0.0 1.0 1.5 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 92.3
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/28/2020 Southline 05/01/2020 CNP PM Synchro 10 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 460 25 310 35 45 30 5 400 390 45 20 25 Future Volume (vph) 460 25 310 35 45 30 5 400 390 45 20 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0
Lane Util. Factor 0.95 0.95 0.88 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.96 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.98 1.00
Flt Protected 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95
Satd. Flow (prot) 1618 1629 2682 1754 1467 1703 3312 1703 Flt Permitted 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95
Satd. Flow (perm) 1618 1629 2682 1754 1467 1703 3312 1703 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 479 26 323 36 47 31 5 417 406 47 21 26
RTOR Reduction (vph) 0 0 260 0 0 26 0 0 7 0 0 0
Lane Group Flow (vph) 244 261 63 0 83 5 0 422 446 0 0 47 Confl. Peds. (#/hr) 25 25 35 35
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6%
Turn Type Split NA Perm Split NA Perm Prot Prot NA Prot Prot Protected Phases 4 4 3 3 5 5 2 1 1
Permitted Phases 4 3
Actuated Green, G (s) 18.0 18.0 18.0 16.1 16.1 20.7 37.9 5.1 Effective Green, g (s) 18.0 18.0 18.0 16.1 16.1 20.7 37.9 5.1 Actuated g/C Ratio 0.20 0.20 0.20 0.18 0.18 0.23 0.41 0.06 Clearance Time (s) 4.1 4.1 4.1 3.6 3.6 3.0 4.1 3.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 316 319 525 307 257 383 1365 94
v/s Ratio Prot 0.15 c0.16 c0.05 c0.25 0.13 0.03
v/s Ratio Perm 0.02 0.00
v/c Ratio 0.77 0.82 0.12 0.27 0.02 1.10 0.33 0.50
Uniform Delay, d1 35.0 35.4 30.4 32.8 31.4 35.6 18.3 42.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 11.1 14.9 0.1 0.5 0.0 76.3 0.1 4.1 Delay (s) 46.1 50.3 30.5 33.3 31.4 111.9 18.5 46.3
Level of Service D D C C C F B D
Approach Delay (s) 41.4 32.8 63.6
Approach LOS D C E
Intersection Summary
HCM 2000 Control Delay 46.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 91.9 Sum of lost time (s) 15.8 Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
10: So. Airport Blvd. & 101 NB On/Off Ramps/Wondercolor Ln 09/28/2020 Southline 05/01/2020 CNP PM Synchro 10 Report

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 680 250
Future Volume (vph) 680 250
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 4.1 4.1
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 0.97
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 1.00 1.00
Satd. Flow (prot) 3406 1481
Flt Permitted 1.00 1.00
Satd. Flow (perm) 3406 1481
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 708 260
RTOR Reduction (vph) 0 197
Lane Group Flow (vph) 708 63
Confl. Peds. (#/hr)
Confl. Bikes (#/hr) 5
Heavy Vehicles (%) 6% 6%
Turn Type NA Perm
Protected Phases 6
Permitted Phases 6
Actuated Green, G (s) 22.3 22.3
Effective Green, g (s) 22.3 22.3
Actuated g/C Ratio 0.24 0.24
Clearance Time (s) 4.1 4.1
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 826 359
v/s Ratio Prot c0.21
v/s Ratio Perm 0.04
v/c Ratio 0.86 0.18
Uniform Delay, d1 33.3 27.5
Progression Factor 1.00 1.00
Incremental Delay, d2 8.7 0.2
Delay (s) 42.0 27.8
Level of Service D C
Approach Delay (s) 38.6
Approach LOS D
Intersection Summary
HCM 6th Signalized Intersection Summary
14: 280 SB Ramps/Rollingwood Drive & Sneath Lane 09/28/2020 Southline 05/01/2020 CNP PM Synchro 10 Report