Agenda packet — City Council and Authorities Concurrent, October 7, 2025 (part 5 of 8)

HCM 6th Signalized Intersection Summary CP2 WP 2024 Peak 75N-25B WEMD 14: Coleman Ave & I-880 SB Off Ramp 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 195 588 1276 0 0 898
Future Volume (veh/h) 195 588 1276 0 0 898
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 1811 1885 0 0 1826
Adj Flow Rate, veh/h 207 625 1356 0 0 954
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 1 6 1 0 0 5
Cap, veh/h 1516 668 1790 0 0 1734
Arrive On Green 0.44 0.44 0.35 0.00 0.00 0.35
Sat Flow, veh/h 3483 1535 5486 0 0 5313
Grp Volume(v), veh/h 207 625 1356 0 0 954
Grp Sat Flow(s),veh/h/ln 1742 1535 1716 0 0 1662
Q Serve(g_s), s 1.8 19.3 11.6 0.0 0.0 7.7
Cycle Q Clear(g_c), s 1.8 19.3 11.6 0.0 0.0 7.7
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1516 668 1790 0 0 1734
V/C Ratio(X) 0.14 0.94 0.76 0.00 0.00 0.55
Avail Cap(c_a), veh/h 1533 676 1790 0 0 1734
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 8.4 13.4 14.4 0.0 0.0 13.1
Incr Delay (d2), s/veh 0.1 20.6 3.1 0.0 0.0 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 0.5 8.8 4.0 0.0 0.0 2.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.5 34.0 17.4 0.0 0.0 14.3
LnGrp LOS A C B A A B
Approach Vol, veh/h 832 1356 954
Approach Delay, s/veh 27.6 17.4 14.3
Approach LOS C B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 23.0 26.7 23.0
Change Period (Y+Rc), s 5.7 5.1 5.7
Max Green Setting (Gmax), s 17.3 21.9 17.3
Max Q Clear Time (g_c+I1), s 9.7 21.3 13.6
Green Ext Time (p_c), s 6.0 0.3 3.4
Intersection Summary
HCM 6th Ctrl Delay 19.2
HCM 6th LOS B
HCM 6th Signalized Intersection Summary CP2 WP 2024 Peak 75N-25B WEMD 17: Coleman Ave & Hedding St 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 114 81 49 141 189 79 813 28 109 533 100 Future Volume (veh/h) 105 114 81 49 141 189 79 813 28 109 533 100 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 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 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 118 128 91 55 158 0 89 911 31 122 597 0 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, % 1 1 1 1 1 1 1 1 1 1 1 1
Cap, veh/h 219 362 238 83 572 174 1464 50 221 2008
Arrive On Green 0.06 0.18 0.18 0.05 0.16 0.00 0.10 0.41 0.41 0.06 0.39 0.00 Sat Flow, veh/h 3483 2055 1351 1795 3676 0 1795 3534 120 3483 5316 0 Grp Volume(v), veh/h 118 110 109 55 158 0 89 462 480 122 597 0 Grp Sat Flow(s),veh/h/ln 1742 1791 1614 1795 1791 0 1795 1791 1864 1742 1716 0 Q Serve(g_s), s 2.4 3.9 4.3 2.2 2.8 0.0 3.4 14.7 14.7 2.4 5.8 0.0 Cycle Q Clear(g_c), s 2.4 3.9 4.3 2.2 2.8 0.0 3.4 14.7 14.7 2.4 5.8 0.0 Prop In Lane 1.00 0.84 1.00 0.00 1.00 0.06 1.00 0.00
Lane Grp Cap(c), veh/h 219 316 285 83 572 174 742 772 221 2008 V/C Ratio(X) 0.54 0.35 0.38 0.66 0.28 0.51 0.62 0.62 0.55 0.30 Avail Cap(c_a), veh/h 247 721 650 125 1437 174 742 772 256 2008 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 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.7 26.0 26.2 33.8 26.6 0.0 30.9 16.7 16.7 32.7 15.2 0.0 Incr Delay (d2), s/veh 2.1 0.7 0.8 8.6 0.3 0.0 10.3 3.9 3.8 2.2 0.4 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 1.0 1.6 1.6 1.1 1.2 0.0 1.9 6.0 6.2 1.0 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.8 26.7 27.0 42.4 26.9 0.0 41.2 20.6 20.4 34.9 15.5 0.0 LnGrp LOS C C C D C D C C C B
Approach Vol, veh/h 337 213 1031 719
Approach Delay, s/veh 29.6 30.9 22.3 18.8
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 33.8 9.6 16.6 10.3 35.5 8.4 17.8 Change Period (Y+Rc), s 5.0 5.7 5.1 5.1 5.7 5.7 5.1 5.1 Max Green Setting (Gmax), s 7.0 28.1 5.1 28.9 5.3 29.1 5.0 29.0 Max Q Clear Time (g_c+I1), s 5.4 7.8 4.4 4.8 4.4 16.7 4.2 6.3 Green Ext Time (p_c), s 0.0 7.9 0.0 0.6 0.0 8.4 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 23.1
HCM 6th LOS C
Notes
Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 2: Coleman Ave & Brokaw Rd 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 318 13 388 57 21 23 367 487 75 24 508 287 Future Volume (vph) 318 13 388 57 21 23 367 487 75 24 508 287 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.2 6.2 6.2 6.2 6.2 6.2 4.9 5.9 4.9 5.9 5.9 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 1.00 0.91 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 0.96 1.00 0.95 0.98 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1715 1725 1583 1698 1747 1599 1752 5067 1787 5136 1560 Flt Permitted 0.95 0.96 1.00 0.95 0.98 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1715 1725 1583 1698 1747 1599 1752 5067 1787 5136 1560 Peak-hour factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% Adj. Flow (vph) 373 15 455 67 25 27 430 571 88 28 596 336 RTOR Reduction (vph) 0 0 76 0 0 25 0 15 0 0 0 248
Lane Group Flow (vph) 194 194 379 46 46 2 430 644 0 28 596 88 Confl. Peds. (#/hr) 3 3 2 1 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 0% 0% 2% 1% 1% 1% 3% 0% 0% 1% 1% 1%
Turn Type Split NA pt+ov Split NA Prot Prot NA Prot NA Perm Protected Phases 4 4 4 5 3 3 3 5 2 1 6
Permitted Phases 6
Actuated Green, G (s) 19.5 19.5 44.4 7.5 7.5 7.5 18.7 41.2 2.1 24.6 24.6 Effective Green, g (s) 19.5 19.5 44.4 7.5 7.5 7.5 18.7 41.2 2.1 24.6 24.6 Actuated g/C Ratio 0.21 0.21 0.47 0.08 0.08 0.08 0.20 0.44 0.02 0.26 0.26 Clearance Time (s) 6.2 6.2 6.2 6.2 6.2 4.9 5.9 4.9 5.9 5.9 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 357 359 751 136 140 128 350 2232 40 1351 410 v/s Ratio Prot 0.11 0.11 c0.24 c0.03 0.03 0.00 c0.25 0.13 0.02 c0.12 v/s Ratio Perm 0.06
v/c Ratio 0.54 0.54 0.51 0.34 0.33 0.02 1.23 0.29 0.70 0.44 0.22 Uniform Delay, d1 33.0 33.0 17.0 40.7 40.6 39.6 37.4 16.8 45.4 28.7 26.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.9 0.2 0.5 0.5 0.0 125.5 0.0 35.2 0.1 0.1 Delay (s) 33.9 33.9 17.2 41.2 41.1 39.6 162.9 16.8 80.5 28.8 27.0 Level of Service C C B D D D F B F C C
Approach Delay (s) 24.9 40.8 74.5 29.7
Approach LOS C D E C
Intersection Summary
HCM 2000 Control Delay 45.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 93.5 Sum of lost time (s) 23.2 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 7: Coleman Ave & Aviation Ave 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 115 0 233 14 0 7 51 1109 25 29 4 939 Future Volume (vph) 115 0 233 14 0 7 51 1109 25 29 4 939 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 4.6 4.6 5.7 5.7 5.7 5.7 5.7 Lane Util. Factor 0.95 0.95 0.88 1.00 1.00 0.97 0.95 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.95 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1715 1715 2842 1719 1538 3467 3574 1599 1805 5115 Flt Permitted 0.95 0.75 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1715 1358 2842 1810 1538 3467 3574 1599 1805 5115 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 Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% Adj. Flow (vph) 126 0 256 15 0 8 56 1216 27 32 4 1030
RTOR Reduction (vph) 0 0 0 0 8 0 0 0 13 0 0 3
Lane Group Flow (vph) 63 63 256 15 0 0 56 1216 14 0 36 1054 Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr)
Heavy Vehicles (%) 0% 0% 0% 5% 5% 5% 1% 1% 1% 0% 0% 1%
Turn Type Prot NA custom custom NA Prot NA Perm Prot Prot NA Protected Phases 3 8 4 1 6 5 5 2
Permitted Phases 3 7 6
Actuated Green, G (s) 7.7 7.7 9.6 1.7 3.6 2.8 34.5 34.5 1.8 33.5 Effective Green, g (s) 7.7 7.7 9.6 1.7 3.6 2.8 34.5 34.5 1.8 33.5 Actuated g/C Ratio 0.11 0.11 0.14 0.02 0.05 0.04 0.51 0.51 0.03 0.49 Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 5.7 5.7 5.7 5.7 5.7 Vehicle Extension (s) 4.0 4.0 3.0 4.0 4.0 4.0 5.0 5.0 3.5 5.0 Lane Grp Cap (vph) 193 153 400 45 81 142 1807 808 47 2512 v/s Ratio Prot 0.04 c0.09 0.00 0.02 c0.34 c0.02 0.21
v/s Ratio Perm 0.05 c0.01 0.01
v/c Ratio 0.33 0.41 0.64 0.33 0.01 0.39 0.67 0.02 0.77 0.42 Uniform Delay, d1 27.9 28.1 27.7 32.7 30.6 31.9 12.6 8.4 33.0 11.1 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 1.3 2.4 3.5 5.9 0.0 2.5 2.0 0.0 53.5 0.5 Delay (s) 29.2 30.6 31.1 38.6 30.6 34.3 14.6 8.4 86.5 11.6 Level of Service C C C D C C B A F B
Approach Delay (s) 30.7 35.8 15.4 14.1
Approach LOS C D B B
Intersection Summary
HCM 2000 Control Delay 17.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 68.2 Sum of lost time (s) 20.6 Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 7: Coleman Ave & Aviation Ave 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 3
Movement SBR
Lane Configurations
Traffic Volume (vph) 25
Future Volume (vph) 25
Ideal Flow (vphpl) 1900
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF 0.93
Growth Factor (vph) 102%
Adj. Flow (vph) 27
RTOR Reduction (vph) 0
Lane Group Flow (vph) 0
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr) 2
Heavy Vehicles (%) 0%
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 8: Coleman Ave & Earthquakes Wy 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 4
Movement EBL EBR NBU NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 5 22 10 28 1217 1119 17
Future Volume (vph) 5 22 10 28 1217 1119 17
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.6 4.6 5.7 5.7 5.7
Lane Util. Factor 0.97 0.91 0.97 0.91 0.91
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 0.89 0.85 1.00 1.00 1.00
Flt Protected 0.99 1.00 0.95 1.00 1.00
Satd. Flow (prot) 3248 1470 3467 5136 5124
Flt Permitted 0.99 1.00 0.95 1.00 1.00
Satd. Flow (perm) 3248 1470 3467 5136 5124
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102%
Adj. Flow (vph) 5 23 11 30 1293 1189 18
RTOR Reduction (vph) 11 10 0 0 0 1 0
Lane Group Flow (vph) 6 1 0 41 1293 1206 0
Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 2
Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% 0%
Turn Type Prot Perm Prot Prot NA NA
Protected Phases 8 1 1 6 2
Permitted Phases 8
Actuated Green, G (s) 7.3 7.3 1.9 55.7 48.1
Effective Green, g (s) 7.3 7.3 1.9 55.7 48.1
Actuated g/C Ratio 0.10 0.10 0.03 0.76 0.66
Clearance Time (s) 4.6 4.6 5.7 5.7 5.7
Vehicle Extension (s) 4.0 4.0 3.5 5.0 5.0
Lane Grp Cap (vph) 323 146 89 3902 3362
v/s Ratio Prot c0.00 0.01 c0.25 c0.24
v/s Ratio Perm 0.00
v/c Ratio 0.02 0.01 0.46 0.33 0.36
Uniform Delay, d1 29.8 29.7 35.2 2.8 5.7
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.0 4.4 0.2 0.3
Delay (s) 29.8 29.8 39.6 3.1 6.0
Level of Service C C D A A
Approach Delay (s) 29.8 4.2 6.0
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 5.3 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.33
Actuated Cycle Length (s) 73.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 42.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 11: Coleman Ave & Newhall Dr/Fire Sta. 05/26/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 94 0 398 0 0 1 436 1220 1 1 1078 100 Future Volume (vph) 94 0 398 0 0 1 436 1220 1 1 1078 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.7 4.0 5.7 5.7 5.0 5.7
Lane Util. Factor 1.00 0.88 1.00 0.97 0.91 1.00 0.91
Frpb, ped/bikes 1.00 1.00 0.99 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
Frt 1.00 0.85 0.85 1.00 1.00 1.00 0.99
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1785 2656 1594 3303 5135 1787 5064
Flt Permitted 0.76 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1423 2656 1594 3303 5135 1787 5064
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 Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% Adj. Flow (vph) 104 0 441 0 0 1 483 1353 1 1 1195 111
RTOR Reduction (vph) 0 0 177 0 1 0 0 0 0 0 6 0
Lane Group Flow (vph) 0 104 264 0 0 0 483 1354 0 1 1300 0 Confl. Peds. (#/hr) 2 2 2 2 2 2
Heavy Vehicles (%) 1% 1% 7% 0% 0% 0% 6% 1% 1% 1% 1% 1%
Turn Type Prot NA custom custom NA Prot NA Prot NA
Protected Phases 3 1 8 4 1 6 5 2
Permitted Phases 3 7
Actuated Green, G (s) 9.7 30.0 1.0 11.3 47.6 0.9 36.5
Effective Green, g (s) 9.7 25.0 1.0 11.3 47.6 0.9 36.5
Actuated g/C Ratio 0.12 0.32 0.01 0.15 0.61 0.01 0.47
Clearance Time (s) 4.0 4.0 5.7 5.7 5.0 5.7
Vehicle Extension (s) 4.0 3.0 3.0 5.0 3.0 5.0
Lane Grp Cap (vph) 177 852 20 479 3137 20 2372
v/s Ratio Prot c0.10 0.00 c0.15 0.26 0.00 c0.26
v/s Ratio Perm c0.07
v/c Ratio 0.59 0.31 0.00 1.01 0.43 0.05 0.55
Uniform Delay, d1 32.2 19.9 38.0 33.3 8.0 38.1 14.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 5.8 0.2 0.0 43.2 0.4 1.0 0.9
Delay (s) 38.0 20.2 38.0 76.5 8.4 39.1 15.7
Level of Service D C D E A D B
Approach Delay (s) 23.6 38.0 26.3 15.7
Approach LOS C D C B
Intersection Summary
HCM 2000 Control Delay 22.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 77.9 Sum of lost time (s) 20.4 Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 15: Coleman Ave & McKendrie St/I-880 NB Ramps 05/26/2023 Weekend Mid-Day Synchro 11 Report
KIE Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 5 104 0 659 0 762 321 391 761 10 Future Volume (vph) 0 0 5 104 0 659 0 762 321 391 761 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 12 13 13 12 12 12
Total Lost time (s) 4.6 4.6 4.0 5.7 5.7 5.7 5.7
Lane Util. Factor 1.00 0.97 0.88 0.91 1.00 0.97 0.91
Frpb, ped/bikes 0.93 1.00 1.00 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
Frt 0.86 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 1.00 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1358 3502 2842 5307 1652 3213 5124
Flt Permitted 1.00 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1358 3502 2842 5307 1652 3213 5124
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 Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% Adj. Flow (vph) 0 0 5 110 0 700 0 810 341 415 809 11
RTOR Reduction (vph) 0 0 5 0 0 462 0 0 201 0 2 0
Lane Group Flow (vph) 0 0 0 111 0 238 0 810 140 415 818 0 Confl. Peds. (#/hr) 3 3 3
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 1% 1% 1% 9% 1% 1%
Parking (#/hr) 3
Turn Type Perm Prot Prot NA Perm Prot NA
Protected Phases 4 7 6 5 2
Permitted Phases 3 6
Actuated Green, G (s) 1.0 6.1 12.3 25.2 25.2 8.6 39.5
Effective Green, g (s) 1.0 6.1 12.3 25.2 25.2 8.6 39.5
Actuated g/C Ratio 0.02 0.10 0.20 0.41 0.41 0.14 0.64
Clearance Time (s) 4.6 4.6 4.0 5.7 5.7 5.7 5.7
Vehicle Extension (s) 3.0 3.0 3.0 5.0 5.0 5.0 5.0
Lane Grp Cap (vph) 22 347 568 2174 676 449 3291
v/s Ratio Prot 0.03 c0.08 c0.15 c0.13 0.16
v/s Ratio Perm 0.00 0.08
v/c Ratio 0.00 0.32 0.42 0.37 0.21 0.92 0.25
Uniform Delay, d1 29.8 25.8 21.5 12.6 11.7 26.1 4.7
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.5 0.5 0.5 0.7 25.7 0.2
Delay (s) 29.8 26.3 22.0 13.1 12.4 51.8 4.9
Level of Service C C C B B D A
Approach Delay (s) 29.8 22.6 12.9 20.6
Approach LOS C C B C
Intersection Summary
HCM 2000 Control Delay 18.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 61.5 Sum of lost time (s) 20.6 Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis CP2 WP 2024 Peak 75N-25B WEMD 52: Private Dr/Costco & Brokaw Rd 05/30/2023
Weekend Mid-Day Synchro 11 Report
KIE Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 4 62 0 168 93 468 0 0 75 683 0 9
Future Volume (vph) 4 62 0 168 93 468 0 0 75 683 0 9
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 1.00 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
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.87 0.86 1.00
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1703 1474 1805 1594 1644 1807
Flt Permitted 0.17 1.00 0.71 1.00 1.00 0.95
Satd. Flow (perm) 298 1474 1355 1594 1644 1807
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 Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% 102% Adj. Flow (vph) 4 67 0 182 101 508 0 0 81 741 0 10
RTOR Reduction (vph) 0 0 0 0 188 0 0 76 0 0 40 0
Lane Group Flow (vph) 4 67 0 182 421 0 0 5 0 0 711 0
Confl. Peds. (#/hr) 5 5
Heavy Vehicles (%) 6% 16% 6% 0% 10% 0% 0% 0% 0% 0% 0% 0% Parking (#/hr) 0
Turn Type Perm NA Perm NA NA Split NA
Protected Phases 2 6 8 8 4 4
Permitted Phases 2 6
Actuated Green, G (s) 24.1 24.1 24.1 24.1 4.3 34.6
Effective Green, g (s) 24.1 24.1 24.1 24.1 4.3 34.6
Actuated g/C Ratio 0.32 0.32 0.32 0.32 0.06 0.45
Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 93 464 426 502 92 817
v/s Ratio Prot 0.05 c0.26 c0.00 c0.39
v/s Ratio Perm 0.01 0.13
v/c Ratio 0.04 0.14 0.43 0.84 0.05 0.87
Uniform Delay, d1 18.2 18.8 20.7 24.4 34.2 18.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.9 0.7 3.1 15.4 0.2 10.0
Delay (s) 19.1 19.5 23.9 39.8 34.4 28.9
Level of Service B B C D C C
Approach Delay (s) 19.4 36.2 34.4 28.9
Approach LOS B D C C
Intersection Summary
HCM 2000 Control Delay 32.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 76.5 Sum of lost time (s) 13.5 Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
D-5 TRAFFIC COUNT DATA
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:45 AM 9:00 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 105 11 96 0 17 273 29 0 26 6 19 0 203 919 155 1,859 Mediums (Classes IV, V & VI) 0 1 10 7 0 0 33 3 0 0 0 0 0 10 40 6 110 Articulated (Classes VII - XIII) 0 2 1 56 0 1 5 0 0 0 0 0 0 0 0 0 10 Total 0 108 22 104 0 18 311 32 0 26 6 19 0 213 959 161 1,979 Total Motorized Vehicles 0 108 22 104 0 18 311 32 0 26 6 19 0 213 959 161 1,979 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 6.1%
Peak Hour Factor (PHF) 0.89
Pedestrians on Crosswalk 10

9.4% 11.6% 0.0% 4.2%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.80 0.88 0.75 0.87
2 2 0 6
Project Manager
Start End
Noon Peak Hour 11:55 AM 12:55 PM
Peak 15-Minutes 12:25 PM 12:40 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/07/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 243 16 286 6 27 487 41 0 54 15 28 1 307 442 88 2,041 Mediums (Classes IV, V & VI) 0 1 0 5 0 0 22 0 0 0 0 2 0 2 27 4 63 Articulated (Classes VII - XIII) 0 0 0 1 0 0 6 0 0 0 0 0 0 0 3 3 13 Total 0 244 16 292 6 27 515 41 0 54 15 30 1 309 472 95 2,117 Total Motorized Vehicles 0 244 16 292 6 27 515 41 0 54 15 30 1 309 472 95 2,117 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.6%
Peak Hour Factor (PHF) 0.89
Pedestrians on Crosswalk 11

0.87 0.84 0.79 0.88
0 4 1 6

1.3% 4.8% 2.0% 4.4%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 5:00 PM 6:00 PM
Peak 15-Minutes 5:35 PM 5:50 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 247 13 368 1 8 1272 48 0 156 28 11 0 243 451 43 2,889 Mediums (Classes IV, V & VI) 0 0 0 0 0 1 10 1 0 1 0 1 0 2 13 1 30 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 Total 0 247 13 368 1 9 1282 50 0 157 28 12 0 245 464 44 2,920 Total Motorized Vehicles 0 247 13 368 1 9 1282 50 0 157 28 12 0 245 464 44 2,920 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.1%
Peak Hour Factor (PHF) 0.95
Pedestrians on Crosswalk 13

0.93 0.88 0.83 0.93
4 4 2 3

0.0% 1.0% 1.0% 2.1%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:35 AM 12:35 PM
Peak 15-Minutes 11:50 AM 12:05 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 298 12 397 4 19 376 114 0 57 21 22 0 314 307 75 2,016 Mediums (Classes IV, V & VI) 0 2 1 0 0 0 1 1 0 0 0 0 0 0 1 0 6 Articulated (Classes VII - XIII) 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 3 Total 0 300 13 397 4 20 377 115 0 57 21 23 0 315 308 75 2,025 Total Motorized Vehicles 0 300 13 397 4 20 377 115 0 57 21 23 0 315 308 75 2,025 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.4%
Peak Hour Factor (PHF) 0.87
Pedestrians on Crosswalk 6

0.90 0.79 0.77 0.89
2 3 1 0

0.4% 0.6% 1.0% 0.3%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:35 AM 8:50 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 0 0 0 0 0 419 2 0 0 0 0 2 0 1285 0 1,708 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 20 4 0 0 0 0 0 0 37 0 61 Articulated (Classes VII - XIII) 0 0 0 0 0 0 5 0 0 0 0 0 0 0 3 0 8 Total 0 0 0 0 0 0 444 6 0 0 0 0 2 0 1325 0 1,777
Total Motorized Vehicles 0 0 0 0 0 0 444 6 0 0 0 0 2 0 1325 0 1,777 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.9%
Peak Hour Factor (PHF) 0.87
Pedestrians on Crosswalk 0

0.38 0.93 0.00 0.85
0 0 0 0

0.0% 6.4% 0.0% 3.0%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:30 PM 5:30 PM
Peak 15-Minutes 4:30 PM 4:45 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 0 1 0 1 0 1896 6 0 0 0 0 7 1 737 0 2,649 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 16 0 0 0 0 0 0 1 19 0 36 Articulated (Classes VII - XIII) 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 3 Total 0 0 1 0 1 0 1913 6 0 0 0 0 7 2 758 0 2,688
Total Motorized Vehicles 0 0 1 0 1 0 1913 6 0 0 0 0 7 2 758 0 2,688 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.5%
Peak Hour Factor (PHF) 0.95
Pedestrians on Crosswalk 5

0.50 0.91 0.00 0.84
0 0 5 0

0.0% 0.9% 0.0% 2.9%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:25 AM 12:25 PM
Peak 15-Minutes 12:00 PM 12:15 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 4 0 0 0 0 863 4 0 0 0 0 1 1 819 0 1,692 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 3 0 0 0 0 0 0 0 4 0 7 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 4 0 0 0 0 866 4 0 0 0 0 1 1 824 0 1,700
Total Motorized Vehicles 0 4 0 0 0 0 866 4 0 0 0 0 1 1 824 0 1,700 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.5%
Peak Hour Factor (PHF) 0.91
Pedestrians on Crosswalk 2

0.67 0.90 0.00 0.93
2 0 0 0

0.0% 0.3% 0.0% 0.6%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:45 AM 9:00 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 4 0 10 5 14 383 14 0 8 0 11 1 8 1328 39 1,825 Mediums (Classes IV, V & VI) 0 2 0 2 0 1 18 0 0 1 0 0 0 0 30 1 55 Articulated (Classes VII - XIII) 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 0 6 Total 0 6 0 12 5 15 404 14 0 9 0 11 1 8 1361 40 1,886
Total Motorized Vehicles 0 6 0 12 5 15 404 14 0 9 0 11 1 8 1361 40 1,886 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.2%
Peak Hour Factor (PHF) 0.92
Pedestrians on Crosswalk 3

22.2% 5.0% 5.0% 2.4%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.56 0.88 0.66 0.87
3 0 0 0
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:35 PM 5:35 PM
Peak 15-Minutes 5:05 PM 5:20 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
Lights (Classes II & III) 0 17 0 11 49 14 1795 2 0 39 0 10 0 3 659 15 2,614 Mediums (Classes IV, V & VI) 0 0 0 1 0 0 15 0 0 1 0 0 0 0 16 0 33 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 17 0 12 49 14 1811 2 0 40 0 10 0 3 675 15 2,648 Total Motorized Vehicles 0 17 0 12 49 14 1810 2 0 40 0 10 0 3 675 15 2,647 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.2%
Peak Hour Factor (PHF) 0.92
Pedestrians on Crosswalk 4

0.83 0.89 0.72 0.86
0 0 1 3

3.4% 0.8% 2.0% 2.3%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:45 AM 12:45 PM
Peak 15-Minutes 12:00 PM 12:15 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 1 0 2 29 4 864 1 0 13 0 7 0 3 760 24 1,708 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 2 0 0 1 0 0 0 0 3 1 7 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 1 0 2 29 4 866 1 0 14 0 7 0 3 764 25 1,716
Total Motorized Vehicles 0 1 0 2 29 4 866 1 0 14 0 7 0 3 764 25 1,716 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.5%
Peak Hour Factor (PHF) 0.93
Pedestrians on Crosswalk 2

0.63 0.92 0.69 0.90
2 0 0 0

0.0% 0.2% 4.8% 0.6%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:45 AM 9:00 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 6 0 24 0 0 391 4 0 0 0 0 12 39 1446 0 1,922 Mediums (Classes IV, V & VI) 0 0 0 1 0 0 27 0 0 0 0 0 0 2 44 0 74 Articulated (Classes VII - XIII) 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 0 6 Total 0 6 0 25 0 0 421 4 0 0 0 0 12 41 1493 0 2,002
Total Motorized Vehicles 0 6 0 25 0 0 421 4 0 0 0 0 12 41 1493 0 2,002 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 4.0%
Peak Hour Factor (PHF) 0.92
Pedestrians on Crosswalk 1

0.73 0.97 0.00 0.89
1 0 0 0

3.2% 7.1% 0.0% 3.2%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:35 PM 5:35 PM
Peak 15-Minutes 5:05 PM 5:20 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 3
Lights (Classes II & III) 0 10 0 84 0 0 1838 5 0 0 0 0 7 18 683 0 2,645 Mediums (Classes IV, V & VI) 0 0 0 1 0 0 20 0 0 0 0 0 1 1 14 0 37 Articulated (Classes VII - XIII) 0 0 0 0 0 0 1 0 0 0 0 0 0 1 3 0 5 Total 0 10 0 85 0 0 1860 5 0 0 0 0 8 20 702 0 2,690
Total Motorized Vehicles 0 10 0 85 0 0 1859 5 0 0 0 0 8 20 700 0 2,687 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.6%
Peak Hour Factor (PHF) 0.93
Pedestrians on Crosswalk 2

0.77 0.89 0.00 0.85
2 0 0 0

1.1% 1.1% 0.0% 2.7%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:40 AM 12:40 PM
Peak 15-Minutes 11:50 AM 12:05 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 5 0 22 0 0 812 17 0 0 0 0 9 28 818 1 1,712 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 3 0 0 0 0 0 1 0 5 0 9 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 5 0 22 0 0 815 17 0 0 0 0 10 28 824 1 1,722
Total Motorized Vehicles 0 5 0 22 0 0 815 17 0 0 0 0 10 28 824 1 1,722 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.6%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 3

0.0% 0.4% 0.0% 0.8%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.67 0.93 0.25 0.87
3 0 0 0
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:25 AM 8:40 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 74 0 154 0 0 354 62 0 1 1 0 2 214 1412 3 2,277 Mediums (Classes IV, V & VI) 0 2 0 5 0 0 17 4 0 0 0 0 0 5 30 0 63 Articulated (Classes VII - XIII) 0 0 0 1 0 0 2 0 0 0 0 0 0 2 3 0 8 Total 0 76 0 160 0 0 373 66 0 1 1 0 2 221 1445 3 2,348
Total Motorized Vehicles 0 76 0 160 0 0 373 66 0 1 1 0 2 221 1445 3 2,348 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.0%
Peak Hour Factor (PHF) 0.94
Pedestrians on Crosswalk 3

0.83 0.92 0.63 0.91
2 1 0 0

3.4% 5.2% 0.0% 2.4%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:50 AM 12:50 PM
Peak 15-Minutes 12:20 PM 12:35 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/07/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 93 0 340 6 0 758 136 0 1 0 0 6 379 809 1 2,529 Mediums (Classes IV, V & VI) 0 3 0 3 0 0 27 2 0 0 0 0 0 1 30 1 67 Articulated (Classes VII - XIII) 0 1 0 3 0 0 5 1 0 0 0 0 0 2 6 0 18 Total 0 97 0 346 6 0 790 139 0 1 0 0 6 382 845 2 2,614
Total Motorized Vehicles 0 97 0 346 6 0 790 139 0 1 0 0 6 382 845 2 2,614 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.3%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 16

0.88 0.94 0.50 0.96
11 5 0 0

2.3% 3.7% 0.0% 3.2%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 5:00 PM 6:00 PM
Peak 15-Minutes 5:20 PM 5:35 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Lights (Classes II & III) 0 60 0 347 0 0 1841 143 0 1 0 0 5 325 652 0 3,374 Mediums (Classes IV, V & VI) 0 1 0 3 3 0 10 1 0 1 0 0 0 0 14 1 34 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 Total 0 61 0 350 3 0 1851 144 0 2 0 0 5 325 671 1 3,413 Total Motorized Vehicles 0 61 0 350 3 0 1851 144 0 2 0 0 5 325 670 1 3,412 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.1%
Peak Hour Factor (PHF) 0.94
Pedestrians on Crosswalk 2

0.86 0.87 0.25 0.87
2 0 0 0

1.0% 0.7% 50.0% 1.9%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:50 AM 12:50 PM
Peak 15-Minutes 12:10 PM 12:25 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Lights (Classes II & III) 0 94 0 370 1 0 768 100 0 0 0 1 1 409 773 1 2,518 Mediums (Classes IV, V & VI) 0 0 0 3 0 0 6 0 0 0 0 0 0 1 4 0 14 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 Total 0 94 0 373 1 0 774 100 0 0 0 1 1 410 781 1 2,536
Total Motorized Vehicles 0 94 0 373 1 0 774 100 0 0 0 1 1 410 779 1 2,534 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.6%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 6

0.6% 0.7% 0.0% 0.6%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.91 0.87 0.38 0.95
2 2 2 0
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:45 AM 9:00 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 0 0 0 0 47 331 0 0 55 0 112 1 0 1534 345 2,425 Mediums (Classes IV, V & VI) 0 0 0 0 0 6 12 0 0 1 0 6 0 0 28 0 53 Articulated (Classes VII - XIII) 0 0 0 0 0 0 3 0 0 0 0 0 0 0 4 0 7 Total 0 0 0 0 0 53 346 0 0 56 0 118 1 0 1566 345 2,485
Total Motorized Vehicles 0 0 0 0 0 53 346 0 0 56 0 118 1 0 1566 345 2,485 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 2.4%
Peak Hour Factor (PHF) 0.89
Pedestrians on Crosswalk 0

0.00 0.90 0.85 0.85
0 0 0 0

0.0% 5.3% 4.0% 1.7%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:55 PM 5:55 PM
Peak 15-Minutes 5:40 PM 5:55 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Lights (Classes II & III) 0 0 0 0 0 82 1409 0 0 81 0 85 0 0 913 262 2,832 Mediums (Classes IV, V & VI) 0 0 0 0 0 5 7 0 0 5 0 5 0 0 11 7 40 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 1 0 0 0 0 3 0 4 Total 0 0 0 0 0 87 1416 0 0 87 0 90 0 0 929 269 2,878
Total Motorized Vehicles 0 0 0 0 0 87 1416 0 0 87 0 90 0 0 927 269 2,876 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.5%
Peak Hour Factor (PHF) 0.92
Pedestrians on Crosswalk 0

0.00 0.86 0.88 0.92
0 0 0 0

0.0% 0.8% 6.2% 1.8%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:45 AM 12:45 PM
Peak 15-Minutes 12:05 PM 12:20 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Lights (Classes II & III) 0 0 0 0 2 45 699 0 0 70 0 80 0 0 1081 252 2,229 Mediums (Classes IV, V & VI) 0 0 0 0 0 2 5 0 0 1 0 2 0 0 5 1 16 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 2 47 704 0 0 71 0 82 0 0 1089 253 2,248
Total Motorized Vehicles 0 0 0 0 2 47 704 0 0 71 0 82 0 0 1087 253 2,246 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.8%
Peak Hour Factor (PHF) 0.97
Pedestrians on Crosswalk 0

0.0% 0.9% 2.0% 0.5%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.00 0.81 0.90 0.97
0 0 0 0
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:45 AM 9:00 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 0 0 0 0 0 398 0 0 229 0 257 0 0 1576 0 2,460 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 8 0 0 18 0 7 0 0 29 0 62 Articulated (Classes VII - XIII) 0 0 0 0 0 0 4 0 0 7 0 3 0 0 1 0 15 Total 0 0 0 0 0 0 410 0 0 254 0 267 0 0 1606 0 2,537
Total Motorized Vehicles 0 0 0 0 0 0 410 0 0 254 0 267 0 0 1606 0 2,537 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.0%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 0

0.00 0.90 0.93 0.90
0 0 0 0

0.0% 2.9% 6.7% 1.9%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:00 PM 5:00 PM
Peak 15-Minutes 4:00 PM 4:15 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
Lights (Classes II & III) 0 0 0 0 1 0 1494 0 0 316 0 250 0 0 912 0 2,973 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 13 0 0 11 0 7 0 0 16 0 47 Articulated (Classes VII - XIII) 0 0 0 0 0 0 2 0 0 2 0 1 0 0 0 0 5 Total 0 0 0 0 1 0 1510 0 0 329 0 258 0 0 928 0 3,026
Total Motorized Vehicles 0 0 0 0 1 0 1509 0 0 329 0 258 0 0 928 0 3,025 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.7%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 3

0.00 0.92 0.88 0.94
3 0 0 0

0.0% 1.0% 3.6% 1.7%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 12:00 PM 1:00 PM
Peak 15-Minutes 12:15 PM 12:30 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 0 0 0 0 0 671 0 0 191 0 252 0 0 1007 0 2,121 Mediums (Classes IV, V & VI) 0 0 0 0 0 0 6 0 0 4 0 1 0 0 7 0 18 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 677 0 0 195 0 254 0 0 1014 0 2,140
Total Motorized Vehicles 0 0 0 0 0 0 677 0 0 195 0 254 0 0 1014 0 2,140 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.9%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 0

0.0% 0.9% 1.3% 0.7%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.00 0.90 0.94 0.95
0 0 0 0
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:45 AM 9:00 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 0 0 11 0 133 434 27 0 148 0 592 0 0 1095 318 2,758 Mediums (Classes IV, V & VI) 0 0 0 0 0 3 15 1 0 1 0 6 0 0 30 11 67 Articulated (Classes VII - XIII) 0 0 0 0 0 3 7 0 0 0 0 1 0 0 2 7 20 Total 0 0 0 11 0 139 456 28 0 149 0 599 0 0 1127 336 2,845 Total Motorized Vehicles 0 0 0 11 0 139 456 28 0 149 0 599 0 0 1127 336 2,845 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 3.1%
Peak Hour Factor (PHF) 0.97
Pedestrians on Crosswalk 1

0.55 0.84 0.83 0.89
1 0 0 0

0.0% 4.7% 1.1% 3.4%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:20 PM 5:20 PM
Peak 15-Minutes 5:05 PM 5:20 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Lights (Classes II & III) 0 0 0 8 4 439 1310 11 4 137 2 402 0 0 773 357 3,447 Mediums (Classes IV, V & VI) 0 0 0 0 0 1 16 2 0 2 0 2 0 0 9 4 36 Articulated (Classes VII - XIII) 0 0 0 0 0 1 1 0 0 0 0 1 0 0 1 0 4 Total 0 0 0 8 4 441 1327 13 4 139 2 405 0 0 784 361 3,488 Total Motorized Vehicles 0 0 0 8 4 441 1327 13 4 139 2 405 0 0 783 361 3,487 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.1%
Peak Hour Factor (PHF) 0.92
Pedestrians on Crosswalk 3

0.69 0.90 0.86 0.84
3 0 0 0

0.0% 1.2% 0.9% 1.2%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
Project Manager
Start End
Noon Peak Hour 11:45 AM 12:45 PM
Peak 15-Minutes 12:15 PM 12:30 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Lights (Classes II & III) 0 0 0 5 0 281 640 10 1 102 0 552 0 0 601 313 2,505 Mediums (Classes IV, V & VI) 0 0 0 0 0 1 7 0 0 1 0 1 0 0 2 7 19 Articulated (Classes VII - XIII) 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 3 Total 0 0 0 5 0 282 648 10 1 103 0 553 0 0 606 321 2,529 Total Motorized Vehicles 0 0 0 5 0 282 648 10 1 103 0 553 0 0 604 321 2,527 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.9%
Peak Hour Factor (PHF) 0.96
Pedestrians on Crosswalk 0

0.0% 1.0% 0.3% 1.2%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.58 0.96 0.92 0.93
0 0 0 0
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 7:55 AM 8:55 AM
Peak 15-Minutes 8:20 AM 8:35 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 6 0 0 0 0 0 0 0 1 0 0 0 0 0 7
Lights (Classes II & III) 0 227 175 96 0 135 309 134 0 50 239 281 0 80 896 39 2,661 Mediums (Classes IV, V & VI) 0 8 4 3 0 1 13 2 0 8 6 9 0 1 28 7 90 Articulated (Classes VII - XIII) 0 2 2 0 0 0 6 2 0 0 1 0 0 0 9 1 23 Total 0 237 187 99 0 136 328 138 0 58 247 290 0 81 933 47 2,781 Total Motorized Vehicles 0 237 181 99 0 136 328 138 0 58 246 290 0 81 933 47 2,774 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 4.1%
Peak Hour Factor (PHF) 0.93
Pedestrians on Crosswalk 10

0.75 0.80 0.87 0.91
2 1 0 7

3.7% 4.0% 4.0% 4.3%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:35 PM 5:35 PM
Peak 15-Minutes 5:10 PM 5:25 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 3 0 0 0 1 0 0 0 6 1 0 1 0 0 12
Lights (Classes II & III) 0 142 346 123 0 211 1130 119 0 67 271 366 0 81 654 50 3,560 Mediums (Classes IV, V & VI) 0 1 1 0 0 1 15 5 0 6 1 2 0 0 14 2 48 Articulated (Classes VII - XIII) 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 2 Total 0 143 350 123 0 213 1146 124 0 73 278 370 0 82 668 52 3,622 Total Motorized Vehicles 0 143 347 123 0 213 1145 124 0 73 272 369 0 81 668 52 3,610 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 1.4%
Peak Hour Factor (PHF) 0.91
Pedestrians on Crosswalk 12

0.90 0.88 0.72 0.86
5 1 2 4

0.3% 1.5% 1.4% 2.0%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 12:00 PM 1:00 PM
Peak 15-Minutes 12:45 PM 1:00 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights (Classes II & III) 0 91 114 80 0 97 436 90 0 47 141 175 4 75 676 26 2,052 Mediums (Classes IV, V & VI) 0 0 0 1 0 0 4 0 0 2 0 0 0 0 5 2 14 Articulated (Classes VII - XIII) 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 3 Total 0 92 114 81 0 97 441 90 0 49 141 175 4 75 682 28 2,069 Total Motorized Vehicles 0 92 114 81 0 97 441 90 0 49 141 175 4 75 682 28 2,069 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.8%
Peak Hour Factor (PHF) 0.91
Pedestrians on Crosswalk 10

0.7% 0.8% 0.5% 1.0%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.92 0.92 0.80 0.93
0 0 0 10
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
AM Peak Hour 8:00 AM 9:00 AM
Peak 15-Minutes 8:40 AM 8:55 AM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 3 0 0 0 0 0 0 0 1 0 0 0 0 0 4
Lights (Classes II & III) 0 1 5 0 0 206 0 3 0 0 26 212 0 0 0 0 453 Mediums (Classes IV, V & VI) 0 0 6 0 0 4 0 0 2 1 4 2 0 1 0 0 20 Articulated (Classes VII - XIII) 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 3 Total 0 1 14 0 0 211 0 3 2 1 31 214 0 3 0 0 480
Total Motorized Vehicles 0 1 11 0 0 211 0 3 2 1 30 214 0 3 0 0 476 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 4.8%
Peak Hour Factor (PHF) 0.86
Pedestrians on Crosswalk 15

50.0% 2.3% 3.6% 100.0%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.53 0.84 0.73 0.63
1 4 0 10
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:55 AM 12:55 PM
Peak 15-Minutes 12:25 PM 12:40 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/07/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 3
Lights (Classes II & III) 0 7 34 0 0 515 0 7 0 0 16 338 0 0 0 2 919 Mediums (Classes IV, V & VI) 0 0 4 0 0 1 0 0 0 0 0 2 0 0 0 1 8 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 7 39 0 0 516 0 7 0 0 18 340 0 0 0 3 930
Total Motorized Vehicles 0 7 38 0 0 516 0 7 0 0 16 340 0 0 0 3 927 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.9%
Peak Hour Factor (PHF) 0.85
Pedestrians on Crosswalk 15

8.9% 0.2% 0.6% 33.3%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound

0.68 0.91 0.81 0.42
2 7 0 6
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
PM Peak Hour 4:55 PM 5:55 PM
Peak 15-Minutes 5:40 PM 5:55 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 11/03/2022
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 0 4
Lights (Classes II & III) 0 2 50 0 0 551 0 9 3 0 8 307 0 0 0 0 930 Mediums (Classes IV, V & VI) 0 1 0 0 0 1 0 0 0 0 1 1 0 0 0 0 4 Articulated (Classes VII - XIII) 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 3 51 0 0 552 0 9 3 0 11 310 0 0 0 0 939
Total Motorized Vehicles 0 3 50 0 0 552 0 9 3 0 9 309 0 0 0 0 935 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.5%
Peak Hour Factor (PHF) 0.93
Pedestrians on Crosswalk 6

0.81 0.96 0.91 0.00
1 3 0 2

1.9% 0.2% 0.9% 0.0%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
San Jose, CA DOT - Turning Movement Counts - 5-Minute Intervals Project
Project Manager
Start End
Noon Peak Hour 11:40 AM 12:40 PM
Peak 15-Minutes 11:50 AM 12:05 PM
Node
Shop
Latitude
Longitude
Orientation (N-S)
Orientation (E-W)
Date 03/04/2023
Peak Rolling Hour Flow Rates
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Bicycles on Road 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1
Lights (Classes II & III) 0 1 14 0 0 682 0 9 1 0 12 466 0 0 0 0 1,185 Mediums (Classes IV, V & VI) 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 2 Articulated (Classes VII - XIII) 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 2 Total 0 1 15 0 0 683 0 9 1 0 13 468 0 0 0 0 1,190
Total Motorized Vehicles 0 1 15 0 0 683 0 9 1 0 12 468 0 0 0 0 1,189 Heavy Vehicle Percentage
(Mediums & Articulated Trucks) 0.3%
Peak Hour Factor (PHF) 0.94
Pedestrians on Crosswalk 5

0.58 0.89 0.95 0.00
0 5 0 0

6.3% 0.1% 0.4% 0.0%
Vehicle Type
(per FHWA Classification)
Northbound Eastbound Southbound Westbound
CTMP for West Portal Early Works Revision Number: 02 Date: 04/10/2023

Page 38 ends

APPENDIX E

CITY PERMIT REQUIREMENTS
Issuing Agency Name of Permit Responsible Party Notes Link to Permit Instructions Link to Permit Application Public Street Improvement Permit Contractor Construction of public improvements, such as construction of sidewalks, curb & gutter, curb ramps, driveways, storm/sanitary sewer, streetlights, traffic signals, roadways, medians, crosswalks, etc. https://www.sanjoseca.gov/ho
me/showpublisheddocument? i
d=32905
https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=32907
Private Utility (Joint Trench) Permit Utility Owner For utility companies that allow private contractors to construct the trench and install the facilities with the utility company inspecting and accepting the work.
https://www.sanjoseca.gov/ho
me/showpublisheddocument? i
d=32774
https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=32781
Revocable Encroachment Permit Contractor
For the temp use of public right of way to support private construction work. Typical examples include: full or partial street/sidewalk closure lasting more than one day; covered pedestrian walkways; potholing; tie-backs for retaining wall/shoring; scaffolding, facade improvements; construction of fence/wall or debris chute; crane erection; water monitoring and extraction wells; monitoring well installation or removal; underground storage tank; borings and installation of privately owned trenches across public right of way); revocable encroachment permits are approved for a 3-month, 6-month or 1-year period, depending on the project size and type of construction activities; the revocable encroachment permit shall be tailored to the time frame necessary to perform the specific work activity.
https://www.sanjoseca.gov/ho
me/showpublisheddocument? i
d=32776
https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=32781
Sewer Lateral Permit Contractor Only required for installation of storm or sewer lateral with no other proposed public improvements. https://www.sanjoseca.gov/ho
me/showpublisheddocument? i
d=32778
https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=32781
Major: https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=33157
Minor: https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=33159
Grading and Drainage Permit Contractor
https://www.sanjoseca.gov/ho
me/showpublisheddocument? i
d=32811
https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=32809
Transportation Permit Contractor Required for extra legal load (weight, width and/or height) vehicles. Contact : (408) 975-3278 https://www.sanjoseca.gov/y ourgovernment/departments/tra nsportation/permits
Haul Route Permit Contractor Required for any haul route for the transportation of more than 10,000 CY; see CSJ Downtown Construction Guidelines for process for notification, application and information necessary. Contact : (408) 975-3278 https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=40711
Tow Away Permit Contractor Required for removal of metered and non-metered parking spaces. Contact : (408) 535-3850 https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=61796
Downtown Lane Closure Permit Contractor Applicable for any lane closure prior to approval of a revocable encroachment permit. Contact : (408) 975-3278 https://www.sanjoseca.gov/h
ome/showpublisheddocumen t?id=40713
Bike Share Relocation Contractor
Coordination with private owner-operator (currently Lyft) and City for relocation of a bike share docking station due to closure of sidewalk or roadway that will impede user or operator access.

Zipcar Parking Relocation Contractor
The location of the on-street parking spaces is subject to change on a temporary or permanent basis at the sole reasonable direction of the Director of DOT upon no less than seven (7) days prior written notice to Zipcar for temporary relocations and fifteen (15) days prior written notice for permanent relocations.

City of San Jose - Department of
Planning, Building & Code Enforcement Building Demolition Permit Contractor Industrial Wastewater Discharge Permit Contractor Required for discharge into the sanitary sewer.

Polychlorinated Biphenyls (PCBs) Screening
Assessment
Contractor Required to be submitted with demolition permit application.

City of San José - Department of
Transportation
City of San Jose - Environmental Services
Department
City of San José Permit Requirements
City of San José - Department of Public
Works
Utility Permit Utility Owner Permit is applicable when the utility company serves as both the applicant and the permittee performing the work. https://www.sanjoseca.gov/ho
me/showpublisheddocument? i
d=33139
Issuing Agency Name of Permit Responsible Party Notes Link to Permit Application Encroachment Permit Contractor Regulates all construction in public rights-of-way https://www.santaclaraca.g
ov/home/showpublisheddoc
ument?id=70700
Special Transportation Permit Contractor Allows wide loads to be transported on City streets. https://www.santaclaraca.g
ov/home/showpublisheddoc
ument?id=70427
Street License Encroachment Permit Utility Owner Allows private underground facilities to be installed and maintained in public easements or rights-of-way. https://www.santaclaraca.g
ov/home/showpublisheddoc
ument?id=13749
Open Trench Permit Contractor Included in Encroachment Permit Street Closure Permit Contractor Included in the Traffic Control Plans required for the Encroachment Permit New Water Service Contractor Included in the Encroachment Permit and subject to a specific fee through the Water and Sewer Utilities Department New Sewer Service Contractor Included in the Encroachment Permit and subject to a specific fee through the Water and Sewer Utilities Department Polychlorinated Biphenyls (PCBs)
Assessment
Contractor Required for demolition of older structures. City of Santa Clara - Community Development Department - Building Division City of Santa Clara Permit Requirements
City of Santa Clara - Public Works Department
Waste Management Plan Contractor This is associated with a state mandate to recycle 65% of construction and demolition debris.

CITY OF SAN JOSE

CITY OF SANTA CLARA
BROKAW RD.

NEWHALL ST.

NEWHALL DR.

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH
(DESIGN BY OTHERS)

AC SWITCHGEAR (NIC)

SNH/SNS
STOCKTON AVE.

Cooling
Tower
Unit
Substation

REBAR CAGE MONORAIL

REBAR CAGE FEEDER OR CAROUSEL

REBAR CLOSING HYDRAULICALLY

REBAR CLOSING STATION

REBAR CAGE STATION

QUALITY CHECKING STATION

COVER CLOSING HYDRAULICALLY

AUTOMATIC MOULD COVER

CONCRETING STATION

WAITING STATION

ROBOT SURFACE FINISHING STATION

COVER OPRNING & CLOSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFER 2 DEMOULDING STATION MOULD OPENING HYDRAULICALLY CROSS TRANSFER 1

PRE-STACKING AREA

TILTING TABLE

EVACUATION LINE

REBAR CAGE MONORAIL

TOOLS GLUE

HARDWARE GLU
40'
E
40'
SUPPLIES SUPPLIES 40'
5100 [16'-9 1/16"]
10' 40' QC STEAMER AIR COMP 40' 40'
40' BP OFFICE 10' PARTS BREAK ROOM
40'

SLURRIFIER/

STORAGE

PIG VENT LINE STORAGE

INTERIOR CONCRETE BUILDOUT AREA

CRAWLER CRANE PAD

PRECAST PLANT
(DESIGN BY OTHERS)

AB GROUT PLANT
(DESIGN BY OTHERS)

LINEAR PLANT STAGING/STORAGE

SOIL CONDITIONER

STORAGE TANKS
BACKUP

GENERATOR COMPRESSOR AIR TANKS (DESIGN BY OTHERS)
PARKING: 187 SPOTS
WATER

TREATMENT
PLANT

KST MV SUBSTATION
(DESIGN BY OTHERS) LINEAR PLANT STORAGE

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)

GANTRY CRANE
(DESIGN BY OTHERS) GANTRY CRANE (DESIGN BY OTHERS) DETENTION BASIN

FIELD OFFICES

SOE TUNNEL
(DESIGN BY OTHERS)

AT HOME STORE

SPRINT FACILITY

PAYPAL PARK

HUNTER STORM CONSTRUCTION

TAILGATE LOT
SPRINT

FACILITY

MEDICAL

LOCK RENTAL TBM DRUM & SPARE STORAGE

GROUNDING
PADS
480V
DROP 2
SOE

CONTRACTOR
480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS)
480V
DROP 1

OFFICES

WAREHOUSE ELECTRICAL SHOP MECHANICAL SHOP
TUNNEL

VENT FANS
(SIZE TBD)

MAINTENANCE
SHOP

DC SWITCHGEAR (NIC)
880

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)
NEWHALL DR.

INTERIOR CONCRETE BUILDOUT AREA
(DESIGN BY OTHERS)

FIELD OFFICES
(DESIGN BY OTHERS)
(DESIGN BY OTHERS) MUCK BIN
(DESIGN BY OTHERS) MUCK BIN
(DESIGN BY OTHERS)
N 1954412.33E 6144967.27
N 1952298.64E 6148195.96
N 1954480.77E 6144680.16
N 1954842.27E 6144127.97
N 1954580.67E 6143926.56
N 1954005.64E 6144812.63
N 1953848.41E 6145006.83
N 1952081.48E 6148032.77
N 1951738.37E 6148324.14
N 1951702.12E 6148282.34

VTA PROPERTY

CITY PROPERTY

UPRR PROPERTY

VTA PROPERTY

BAR SCALE
(1" = 30')
15'30' 0 30' 60'
CONTRACT NO.

REV DATE BY CHK APP DESCRIPTION
DRAWN:DESIGNED:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
SCALE AT D SIZE REV.

SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
---- 1"=30'
CT-E15111
ZWAWABR11/22/2022JM
P0509_2-JMA-WPORT-XX-M2-CI-E15111

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
0 11/11/22 ZW ABR JM 60% PROGRESS PRINT

APPROVEDAPPROVED
JMA CIVIL INC.

KIEWIT SHEA TAYLOR JV
Cooling
Tower
Unit
Substation

REBAR CAGE MONORAIL

REBAR CAGE FEEDER OR CAROUSEL

REBAR CLOSING HYDRAULICALLY

REBAR CLOSING STATION

REBAR CAGE STATION

QUALITY CHECKING STATION

COVER CLOSING HYDRAULICALLY

AUTOMATIC MOULD COVER

CONCRETING STATION

WAITING STATION

ROBOT SURFACE FINISHING STATION

COVER OPRNING& CLOSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFER 2 DEMOULDING STATION MOULD OPENING HYDRAULICALLY CROSSTRANSFER 1 RANSFER 1 A S E 1

PRE-STACKING AREA

TILTING TABLE

EVACUATION LINE EVACUATION LIN C O EVA UATION LINE EVACUATION LINE

REBAR CA BAR CAGEMONORAIL

TOOLS GLUE

HARDWARE GLU
40'
E
40'
SUPPLIES SUPPLIES 40'
5100 [16'-9 1/16"] 00 [16'-9 1/16"
10' 40' QC STEAMER AIR COMP IR COM 40' 40'
40' BP OFFICE P OFFIC 10' PARTS BREAK ROOM
40'

SLURRIFIER/

STORAGE STORAG

PIG VENT LINE STORAGE T LINE STOR

INTERIOR CONCRETE BUILDOUT AREA I TE R C EI OU A A

CRAWLER CRANE PAD CRAW ERCRANE PAD

PRECAST PLANT
(DESIGN BY OTHERS) DESIGN B

AB GROUT PLANT
(DESIGN BY OTHERS) DESIGN B

LINEAR PLANT STAGING/STORAGE R PLANT STAGING/ST

SOIL CONDITIONER ITIONE

STORAGE TANKS TORAG
BACKUP

GENERATOR GENE COMPRESSOR AIR TANKS (DESIGN BY OTHERS) DESIG PARKING: 187 SPOTS KING: 187 SP
WATER

TREATMENT
PLANT

KST MV SUBSTATION STATIO
(DESIGN BY OTHERS) DESIGN B LINEAR PLANT STORAGE AR PLANT STO

TBM SEGMENT STORAGE STORAG
(DESIGN BY OTHERS) DESIGN B

GANTRY CRANE
(DESIGN BY OTHERS) DESIGN B GANTRY CRANE (DESIGN BY OTHERS) DESIGN B DETENTION BASIN DET A

FIELD OFFICES IELD OFFICE

SOE TUNNEL
(DESIGN BY OTHERS) DESIGN B

MEDICAL

LOCK RENTAL OCK TBM DRUM & SPARE STORAGE SPARE

GROUNDING
PADS
480V
DROP 2
SOE

CONTRACTOR
480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS) (DESIG
480V
DROP 1

OFFICES OF

WAREHOUS WAREHOUSE ELECTRICAL SHOP MECHANICAL SHOP
TUNNEL

VENT FANS
(SIZE TBD) (SIZ

MAINTENANCE
SHOP

TBM SEGMENT STORAGE STORAG
(DESIGN BY OTHERS) DESIGN B

INTERIOR CONCRETE BUILDOUT AREA NT RIOR CO L A TN E U R (DESIGN BY OTHERS) SIGN BY OTHER

FIELD OFFICES IELD OFFICE
(DESIGN BY OTHERS) SIGN BY OTHER
(DESIGN BY OTHERS) ( DES BY OTH R MUCK BIN
(DESIGN BY OTHERS) MUCK BIN
(DESIGN BY OTHERS) (
N 1954412.33E 6144967.27 6144 27
Stage 1 - Site Grading Area of Grading Construction Vehicle Entrance Truck Queuing and Staging ---1
-----/
I
I
,/
I
I

CITY OF SAN JOSE

CITY OF SANTA CLARA
BROKAW RD.

NEWHALL ST.

NEWHALL DR.

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH
(DESIGN BY OTHERS)

AC SWITCHGEAR (NIC)

SNH/SNS
STOCKTON AVE.

Cooling
Tower
Unit
Substation

REBAR CAGE MONORAIL

REBAR CAGE FEEDER OR CAROUSEL

REBAR CLOSING HYDRAULICALLY

REBAR CLOSING STATION

REBAR CAGE STATION

QUALITY CHECKING STATION

COVER CLOSING HYDRAULICALLY

AUTOMATIC MOULD COVER

CONCRETING STATION

WAITING STATION

ROBOT SURFACE FINISHING STATION

COVER OPRNING & CLOSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFER 2 DEMOULDING STATION MOULD OPENING HYDRAULICALLY CROSS TRANSFER 1

PRE-STACKING AREA

TILTING TABLE

EVACUATION LINE

REBAR CAGE MONORAIL

TOOLS GLUE

HARDWARE GLU
40'
E
40'
SUPPLIES SUPPLIES 40'
5100 [16'-9 1/16"]
10' 40' QC STEAMER AIR COMP 40' 40'
40' BP OFFICE 10' PARTS BREAK ROOM
40'

SLURRIFIER/

STORAGE

PIG VENT LINE STORAGE

INTERIOR CONCRETE BUILDOUT AREA

CRAWLER CRANE PAD

PRECAST PLANT
(DESIGN BY OTHERS)

AB GROUT PLANT
(DESIGN BY OTHERS)

LINEAR PLANT STAGING/STORAGE

SOIL CONDITIONER

STORAGE TANKS
BACKUP

GENERATOR COMPRESSOR AIR TANKS (DESIGN BY OTHERS)
PARKING: 187 SPOTS
WATER

TREATMENT
PLANT

KST MV SUBSTATION
(DESIGN BY OTHERS) LINEAR PLANT STORAGE

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)

GANTRY CRANE
(DESIGN BY OTHERS) GANTRY CRANE (DESIGN BY OTHERS) DETENTION BASIN

FIELD OFFICES

SOE TUNNEL
(DESIGN BY OTHERS)

AT HOME STORE

SPRINT FACILITY

PAYPAL PARK

HUNTER STORM CONSTRUCTION

TAILGATE LOT
SPRINT

FACILITY

MEDICAL

LOCK RENTAL TBM DRUM & SPARE STORAGE

GROUNDING
PADS
480V
DROP 2
SOE

CONTRACTOR
480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS)
480V
DROP 1

OFFICES

WAREHOUSE ELECTRICAL SHOP MECHANICAL SHOP
TUNNEL

VENT FANS
(SIZE TBD)

MAINTENANCE
SHOP

DC SWITCHGEAR (NIC)
880

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)
NEWHALL DR.

INTERIOR CONCRETE BUILDOUT AREA
(DESIGN BY OTHERS)

VTA PROPERTY

CITY PROPERTY

UPRR PROPERTY

VTA PROPERTY

BAR SCALE
(1" = 30')
15'30' 0 30' 60'
CONTRACT NO.

REV DATE BY CHK APP DESCRIPTION
DRAWN:DESIGNED:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
SCALE AT D SIZE REV.

SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
---- 1"=30'
CT-E15111
ZWAWABR11/22/2022JM
P0509_2-JMA-WPORT-XX-M2-CI-E15111

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
0 11/11/22 ZW ABR JM 60% PROGRESS PRINT

APPROVEDAPPROVED
JMA CIVIL INC.

KIEWIT SHEA TAYLOR JV
PARKING: 187 SPOTS KING: 187 SP

FIELD OFFICES IELD OFFICE
480V
DROP 1

OFFICES OF
(DESIGN BY OTHERS) SIGN BY OTHER

FIELD OFFICES IELD OFFICE
(DESIGN BY OTHERS) SIGN BY OTHER
N 19544
Stage 2 - Site Development Area of Construction Construction Vehicle Entrance Truck Queuing and Staging ---1
-----/
I
I
,/
I
I

CITY OF SAN JOSE

CITY OF SANTA CLARA
BROKAW RD.

NEWHALL ST.

NEWHALL DR.

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH
(DESIGN BY OTHERS)

AC SWITCHGEAR (NIC)

SNH/SNS
STOCKTON AVE.

Cooling
Tower
Unit Substation

REBAR CAGEMONORAIL

REBAR CAGE FEEDER OR CAROUSEL

REBAR CLOSING HYDRAULICALLY

REBAR CLOSING STATION

REBAR CAGE STATION

QUALITY CHECKING STATION

COVER CLOSING HYDRAULICALLY

AUTOMATIC MOULD COVER

CONCRETING STATION

WAITING STATION

ROBOT SURFACE FINISHING STATION

COVER OPRNING & CLOSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFER 2 DEMOULDING STATION MOULD OPENING HYDRAULICALLY CROSS TRANSFER 1

PRE-STACKING AREA

TILTING TABLE

EVACUATION LINE

REBAR CAGE MONORAIL

TOOLS GLUE

HARDWARE GLU
40'
E
40'
SUPPLIES SUPPLIES 40'
5100 [16'-9 1/16"]
10' 40' QC STEAMER AIR COMP 40' 40'
BP OFFICE 10' PARTS BREAK ROOM 40'
40'

SLURRIFIER/

STORAGE

PIG VENT LINE STORAGE

INTERIOR CONCRETE BUILDOUT AREA

CRAWLER CRANE PAD

PRECAST PLANT
(DESIGN BY OTHERS)

AB GROUT PLANT
(DESIGN BY OTHERS)

LINEAR PLANT STAGING/STORAGE

SOIL CONDITIONER

STORAGE TANKS
BACKUP

GENERATOR COMPRESSOR AIR TANKS (DESIGN BY OTHERS)
PARKING: 187 SPOTS
WATER

TREATMENT
PLANT

KST MV SUBSTATION
(DESIGN BY OTHERS) LINEAR PLANT STORAGE

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)

GANTRY CRANE
(DESIGN BY OTHERS) GANTRY CRANE (DESIGN BY OTHERS) DETENTION BASIN

FIELD OFFICES

SOE TUNNEL
(DESIGN BY OTHERS)

AT HOME STORE

SPRINT FACILITY

PAYPAL PARK

HUNTER STORM CONSTRUCTION

TAILGATE LOT
SPRINT

FACILITY

MEDICAL

LOCK RENTAL TBM DRUM & SPARE STORAGE

GROUNDING
PADS
480V
DROP 2
SOE

CONTRACTOR
480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS)
480V
DROP 1

OFFICES

WAREHOUSE ELECTRICAL SHOP MECHANICAL SHOP
TUNNEL

VENT FANS
(SIZE TBD)

MAINTENANCE
SHOP

DC SWITCHGEAR (NIC)
880

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)
NEWHALL DR.

INTERIOR CONCRETE BUILDOUT AREA
(DESIGN BY OTHERS)

VTA PROPERTY

CITY PROPERTY

UPRR PROPERTY

VTA PROPERTY

BAR SCALE
(1" = 30')
15'30' 0 30' 60'
CONTRACT NO.

REV DATE BY CHK APP DESCRIPTION
DRAWN:DESIGNED:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
SCALE AT D SIZE REV.

SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
---- 1"=30'
CT-E15111
ZWAWABR11/22/2022JM
P0509_2-JMA-WPORT-XX-M2-CI-E15111

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
0 11/11/22 ZW ABR JM 60% PROGRESS PRINT

APPROVEDAPPROVED
JMA CIVIL INC.

KIEWIT SHEA TAYLOR JV

REBA EBBAR CAGEMONORAIL

REEBAAR CAGE FFEEDER OR CAROOUSEL

REBABAR CLLOSIING HYDRA DRAULICCALLY

REBAR CLOSINNG STTATION

REBAR CAGE STATIOON

QUALITY CHECKING STATION

COV OVER CLOS OSSINNG HYDRDRAULICCALLY

AUTOMATIC MOULD COVERR

COONCRETING STATION

WAITING STATIOON

ROBOT SURFACE FINISHING STATION

COVEER OPRNING& CLOSSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFERR 2 DEMOUL U DING STATION MOULD OPENNING HYDDRAULICALLY CROSS SS TRANSFER 1 RANSFER 1 A S E 1

PRRE-STACKING AREA

TILTING TABLE

EVACUATION LINE EVVACUAT OI N LIN C O EVA UATION LINE EVACUATION LINE

REBAR CA BAR CA AR CAGEMMONORAIL

TOOLS GLUE UE

HARDWARE D GLU
40'
E
40'
SUPP UPPLIES LIES SUPPLIES 40'
5100 [16'-9 1/16"] 00 [16'-9 1/16"
10' 40' QC STEAMER AIR COMP IR COM 40' 40'
BP OFFICE P OFFIC 10' PARTS BREAK R REAK ROOM 40'
40'

PRECAST PLANT NT
(DESIGN BY OTHERS) DESIGN B

TBM SEGMENT STORAGE STORAG
(DESIGN BY OTHERS) DESIGN B

GANTRY CRANE RANE
(DESIGN BY OTHERS) DESIGN B GANTRY CRANE RANE (DESIGN BY OTHERS) DESIGN B 480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS) (DESIG

TBM SEGMENT STORAGE STORAG
(DESIGN BY OTHERS) DESIGN B
Stage 3 - Precast Plant and TBM Segment Storage Area of Construction Construction Vehicle Entrance Truck Queuing and Staging ---1
-----/
I
I
,/
I
I

CITY OF SAN JOSE

CITY OF SANTA CLARA
BROKAW RD.

NEWHALL ST.

NEWHALL DR.

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH
(DESIGN BY OTHERS)

AC SWITCHGEAR (NIC)

SNH/SNS
STOCKTON AVE.

Cooling
Tower
Unit Substation

REBAR CAGEMONORAIL

REBAR CAGE FEEDER OR CAROUSEL

REBAR CLOSING HYDRAULICALLY

REBAR CLOSING STATION

REBAR CAGE STATION

QUALITY CHECKING STATION

COVER CLOSING HYDRAULICALLY

AUTOMATIC MOULD COVER

CONCRETING STATION

WAITING STATION

ROBOT SURFACE FINISHING STATION

COVER OPRNING & CLOSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFER 2 DEMOULDING STATION MOULD OPENING HYDRAULICALLY CROSS TRANSFER 1

PRE-STACKING AREA

TILTING TABLE

EVACUATION LINE

REBAR CAGE MONORAIL

TOOLS GLUE

HARDWARE GLU
40'
E
40'
SUPPLIES SUPPLIES 40'
5100 [16'-9 1/16"]
10' 40' QC STEAMER AIR COMP 40' 40'
BP OFFICE 10' PARTS BREAK ROOM 40'
40'

SLURRIFIER/

STORAGE

PIG VENT LINE STORAGE

INTERIOR CONCRETE BUILDOUT AREA

CRAWLER CRANE PAD

PRECAST PLANT
(DESIGN BY OTHERS)

AB GROUT PLANT
(DESIGN BY OTHERS)

LINEAR PLANT STAGING/STORAGE

SOIL CONDITIONER

STORAGE TANKS
BACKUP

GENERATOR COMPRESSOR AIR TANKS (DESIGN BY OTHERS)
PARKING: 187 SPOTS
WATER

TREATMENT
PLANT

KST MV SUBSTATION
(DESIGN BY OTHERS) LINEAR PLANT STORAGE

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)

GANTRY CRANE
(DESIGN BY OTHERS) GANTRY CRANE (DESIGN BY OTHERS) DETENTION BASIN

FIELD OFFICES

SOE TUNNEL
(DESIGN BY OTHERS)

AT HOME STORE

SPRINT FACILITY

PAYPAL PARK

HUNTER STORM CONSTRUCTION

TAILGATE LOT
SPRINT

FACILITY

MEDICAL

LOCK RENTAL TBM DRUM & SPARE STORAGE

GROUNDING
PADS
480V
DROP 2
SOE

CONTRACTOR
480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS)
480V
DROP 1

OFFICES

WAREHOUSE ELECTRICAL SHOP MECHANICAL SHOP
TUNNEL

VENT FANS
(SIZE TBD)

MAINTENANCE
SHOP

DC SWITCHGEAR (NIC)
880

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)
NEWHALL DR.

INTERIOR CONCRETE BUILDOUT AREA
(DESIGN BY OTHERS)

VTA PROPERTY

CITY PROPERTY

UPRR PROPERTY

VTA PROPERTY

BAR SCALE
(1" = 30')
15'30' 0 30' 60'
CONTRACT NO.

REV DATE BY CHK APP DESCRIPTION
DRAWN:DESIGNED:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
SCALE AT D SIZE REV.

SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
---- 1"=30'
CT-E15111
ZWAWABR11/22/2022JM
P0509_2-JMA-WPORT-XX-M2-CI-E15111

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
0 11/11/22 ZW ABR JM 60% PROGRESS PRINT

APPROVEDAPPROVED
JMA CIVIL INC.

KIEWIT SHEA TAYLOR JV

MECHANICAL CAL ELECTRICAL CAL
NNEL

NT FANS

ZE TBD) Z

MECHANICAL C ELECTRICAL C MAINTENANCE
N
I

MAINTENANCE MAINTENAN
Cooling
Tower
Unit Substation

SLURRIFIER/

STORAGE STORAG
PIG

AB GROUT PLANT ANT
(DESIGN BY OTHERS) DESIGN B

SOIL CONDITIONER ITIONE

STORAGE TANKS TORAG

BACKUPP

GENERATOR GENE COMPRESSOR AIR IR TANKS (DESIGN BY OTHERS) DESIG (DESIGN BY OTHERS) () DES BY OTH R Stage 4 - TBM Shaft and Muck Bin TBM Shaft Muck Bin Grout Plant Construction Entrances Truck Queuing and Staging

MUCK BIN
(DESIGN BY OTHERS) MUCK BIN
(DESIGN BY OTHERS) (
---1
-----/
I
I
,/
I
I
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 1 ends

CONTRACT
PACKAGE 2 (CP2)

SPECIFIC

CONSTRUCTION

TRANSPORTATION

MANAGEMENT

PLAN (CTMP) FOR

WEST PORTAL

EARLY WORKS
ISSUE DATE:
08/27/2025
CSS Number:

GR-013126-1.04.E.1
Revision No.: 8
~ KIEWIT SHER TRAYLOR JV
~ CP2 TUNNEL AND TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 2 ends

DOCUMENT REVISION RECORD

REVISION
NUMBER

PURPOSE DATE
Revision 0 CTMP for West Portal Early Works 12/09/2022
Revision 1 CTMP for West Portal Early Works 01/16/2023
Revision 2 CTMP for West Portal Early Works 4/10/2023
Revision 3 CTMP for West Portal Early Works 05/01/2023
Revision 4 CTMP for West Portal Early Works 05/30/2023
Revision 5 CTMP for West Portal Early Works 10/01/2024
Revision 6 CTMP for West Portal Early Works 02/21/2025
Revision 7 CTMP for West Portal Early Works 04/25/2025
Revision 8 Addressing City of San Jose & City of Santa Clara Comments 08/27/2025 ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 3 ends

APPROVALS:
________________________________ 08/27/25___
Adam Waters Date
Project Engineering Manager

~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 4 ends

TABLE OF CONTENTS

1.0 Introduction ..................................................................................................................... 6

1.1 Project Location ........................................................................................................... 6

1.2 Project Team ............................................................................................................... 6

1.3 BSVII Final CTMP ........................................................................................................ 7

2.0 Construction Sequencing and Staging Plan ..................................................................... 9

2.1 Construction Sequencing and Staging ......................................................................... 9

2.1.1 Stage 1 – Site Grading .........................................................................................11

2.1.2 Stage 2 – Site Development ................................................................................12

2.1.3 Stage 3 – Precast Plant and TBM Segment Storage Area ...................................12

2.1.4 Stage 4 – TBM Shaft and Muck Bin Excavation ...................................................12

2.2 Construction Equipment and Material Layout ..............................................................13

2.2.1 Field Offices and Parking .....................................................................................13

2.2.2 Interior Concrete Build-Out Area ..........................................................................14

2.2.3 Precast Plant and TBM Segment Storage ............................................................14

2.2.4 Grout Plant ..........................................................................................................14

2.2.5 Shaft Support of Excavation (SOE) and Muck Bin ...............................................14

2.3 Detour Routes and Alternate Routes...........................................................................15

2.4 Traffic Control Plans ...................................................................................................15

2.5 Haul Routes ................................................................................................................15

2.5.1 Holiday Work .......................................................................................................16

2.5.2 Trucker Management Plan ...................................................................................16

2.5.3 Haul Hours ...........................................................................................................16

2.6 Warning Devices .........................................................................................................19

2.7 Major Special Events ..................................................................................................19

2.8 Inclement Weather ......................................................................................................19

2.9 Impact on Local Business and Residents ....................................................................19

2.9.1 PayPal Events Management Plan ........................................................................19

2.10 Noise and Vibration Abatement ...............................................................................19

2.11 Concurrent Construction ..........................................................................................20

2.12 Time of Construction ...............................................................................................21

2.13 Public Information Requirements .............................................................................22

3.0 Traffic Improvements and Operational Analysis ..............................................................22

3.1 Introduction .................................................................................................................23 ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 5 ends

3.2 Existing Conditions .....................................................................................................23

3.3 Background Conditions ...............................................................................................25

3.4 Project Conditions .......................................................................................................25

3.5 Conclusions ................................................................................................................31

4.0 Public Operation and Bus Operations .............................................................................31

4.1 Bus Operations ...........................................................................................................31

4.2 Rail Transit Operations ...............................................................................................32

5.0 Maintenance of Property Access ....................................................................................34

6.0 School Zone Safety Plan ................................................................................................34

7.0 Emergency Access and Response .................................................................................36

7.1 Emergency Vehicle Access Plan .................................................................................36

7.1.1 Protocol for Unanticipated Changes .....................................................................37

7.2 Emergency Vehicle Response Plan ............................................................................38

8.0 City Permit Requirements ...............................................................................................39 Appendix A – Site Layout, Sequencing and Staging Plan .........................................................40 Appendix B – Traffic Control Plans ............................................................................................41 Appendix C – Access to Businesses and Properties .................................................................42 Appendix D – Traffic Operation Data and Analysis ....................................................................43 Appendix E – City Permit Requirements ...................................................................................44 Tables:

Table 1: Summary CTMP Contents ............................................................................................ 7 Table 2: Construction Sequencing ............................................................................................. 9 Table 3: Truck Volumes by Month .............................................................................................10 Table 4: Key Site Facilities and Equipment ...............................................................................13 Table 5: Concurrent Construction..............................................................................................20 Table 6: Proposed Work and Haul Hours ..................................................................................22 Table 7: Project Intersections ....................................................................................................24 Table 8: Project Operational Analysis .......................................................................................27 Table 9: Existing Bus Route ......................................................................................................32 Table 10: KST Emergency Contact ...........................................................................................36 Table 11: List of Emergency Contacts as of December 2022 ....................................................37 Figures:

Figure 1: Vicinity Map ................................................................................................................. 6 Figure 2: Haul Routes ...............................................................................................................18 Figure 3: Existing Transit Operations ........................................................................................33 Figure 4: Nearby Schools ..........................................................................................................35 Figure 5: Emergency Service Area ............................................................................................38 ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 6 ends

1.0 INTRODUCTION
Kiewit Shea Traylor Joint Venture (KST) is the design-build contractor for the VTA BART Silicon Valley II Extension Project, Contract Package 2 (BSVII CP2). KST has prepared this CP2 West Portal Early Works specific Construction Transportation Management Plan (CTMP1) for the construction activities described herein.

1.1 PROJECT LOCATION
The project site is referred to as “West Portal” or “Newhall Yard” and is located in the Cities of San José and Santa Clara. The site is bounded by I-880 to the east, Brokaw Road to the west, Union Pacific Railroad (UPRR) tracks to the south, and Champions Way, Newhall Drive and existing developments to the north.

The site will be utilized as the launch site for the tunnel boring machine (TBM) and staging area during construction. Once construction is complete, the site will be utilized as BART storage, maintenance facility, and the future Santa Clara Station.

Figure 1: Vicinity Map

1.2 PROJECT TEAM
Owner: Valley Transportation Authority (VTA)
Design-Build Contractor: Kiewit Shea Traylor Joint Venture (KST) Traffic Design Lead: KST and DC Engineering Group

KIEWIT SHEA TRAYLOR JV
CP2 TUNNEL ANO TRACK
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CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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1.3 BSVII FINAL CTMP
This CTMP1 for CP2 West Portal Early Works is based on the program wide Draft CTMP for BSVII, dated 9/10/2021, and covers all requirements set in the BSVII Draft CTMP. See Table 1:

Summary CTMP Contents below for a summary of contents in the BSVII Draft CTMP and corresponding contents in this CTMP1.

This CTMP1 pertains to the Early Works, which consists of establishing construction support facilities and work prior to the launch of the TBM, such as site grading, temporary utility installation, and construction of temporary field office buildings, precast concrete plant and grout plant, and launch pit for the TBM. Additionally, Early Site Preparation activities include clearing and grubbing, minor demolition, fence installation, and portion of lime treatment.

This CTMP1 applies for construction works at West Portal, except for during events at PayPal Park. A separate “Event Management Plan” has been created and updated, which addresses hauling during PayPal event ingress/egress, in coordination with VTA, the Cities of San José and Santa Clara, and PayPal Park.

In addition, subsequent work after the launch of the TBM, such as tunnel boring and hauling of excavated materials (Muck), will be addressed in a subsequent CTMP.

Table 1: Summary CTMP Contents
BSVII DRAFT CTMP CP2 EARLY WORKS SPECIFIC CTMP
Chapter 2 – Construction Sequencing Chapter 2.0 Construction Sequencing and Staging Plan Section 3.1.1.1 – Vehicle, Bicycle and
Pedestrian Traffic
N/A as no impact is anticipated. See Section 2.3
Section 3.1.1.2 – Allowed Road Closures
and Lane Closure Requirements
N/A as no impact is anticipated. See Section 2.3
Section 3.1.1.3 – Private Property Access
Requirements
N/A as no impact is anticipated. See Chapter 5.0
Maintenance of Property Access and Appendix A – Site
Layout, Sequencing and Staging Plan
Section 3.1.1.4 – Detour Routes N/A as no impact is anticipated. See Section 2.3 Section 3.1.1.5 – Public Transit / Bus
Operations Impacts
N/A as no impact is anticipated. See Chapter 4.0 Public Operation and Bus Operations
Section 3.1.2.1 – Construction Staging Section 2.1 Construction Sequencing and Staging Section 3.1.2.2 – Concurrent Construction Section 2.11 Concurrent Construction Section 3.1.2.3 – City Ordinances / Work
Hours
Section 2.12 Time of Construction
Section 3.1.2.4 – Haul Routes Section 2.5 Haul Routes
Section 3.1.2.5 – Emergency Response Chapter 7.0 Emergency Access and Response ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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Section 3.1.2.6 – School Zone Safety Chapter 6.0 School Zone Safety Plan Section 3.1.2.7 – Construction Parking Section 2.1 Construction Sequencing and Staging Section 3.1.3 – Operational Requirements N/A as no public roadway impact is anticipated. See Section 2.3 and 2.4
Section 3.1.4 – Contingency Plan Chapter 7.0 Emergency Access and Response Section 3.1.5 – City of San José General
Requirements
Work Hours – See Section 2.12
Haul Routes – See Section 2.5
Special Events – See Section 2.7
Downtown San José Requirements – N/A
Required Permits – See Chapter 8.0
Section 3.1.6 – City of Santa Clara General
Requirements
Work Hours – See Section 2.12
Haul Routes – See Section 2.5
Special Events – See Section 2.7
Required Permits – See Chapter 8.0
Section 3.2.7 – West Tunnel Portal Specific
Requirements
Transit Routes – See Chapter 4.0
Haul Routes – See Section 2.5
Trucker Management Plan – See Section 2.5.2
PayPal Park Coordination – See Section 2.9; Separate
“Event Management Plan”
Private Property Access – See Chapter 5.0
Appendix A – Emergency Services
Coordination Plan
Chapter 7.0 Emergency Access and Response
Appendix B – Summary of Access and
Service Needs Memorandum
Appendix B – Traffic Control Plans
Appendix C – San José Better Bike Plan
2025
N/A as no impact is anticipated. See Section 2.3
Appendix D – List of Ongoing and Planned
Construction Projects
Section 2.11 Concurrent Construction
Appendix E – San José Draft Activity Work
Hours
Section 2.12 Time of Construction
Appendix F – List of Events N/A as no special events are impacted. See Section 2.7 Appendix G – Downtown Construction
Guidelines
N/A as West Portal is outside of Downtown area
Appendix H – San José Permit
requirements
Appendix E – City Permit Requirements
Appendix I – Santa Clara Draft Activity Work
Hours
Section 2.12 Time of Construction
Appendix J – Santa Clara Permit
Requirements
Appendix E – City Permit Requirements
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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Appendix K – San José Arena
Transportation & Parking Management Plan
N/A as West Portal is outside of San José Arena area
Appendix L – Earthquakes Stadium
Transportation & Parking Management Plan
Section 2.9 Impact on Local Business and Residents

2.0 CONSTRUCTION SEQUENCING AND STAGING
PLAN
This section summarizes construction sequencing and staging, and transportation impacts anticipated during the West Portal early works activities.

2.1 CONSTRUCTION SEQUENCING AND STAGING
The West Portal Early Works consists of establishing the construction yard for West Portal which began in the summer of 2024 and will be ongoing until early to mid-2027. Sequencing and staging for the Early Works is summarized below. An overall site layout plan is included in Appendix A – Site Layout, Sequencing and Staging Plan.

See Table 2: Construction Sequencing below for a summary of construction sequencing.

Early Site Preparation activities include clearing and grubbing, minor demolition, fence installation, and portion of lime treatment. In addition, work after Stage 4, such as tunnel mining and muck hauling, will be addressed in a subsequent CTMP.

Table 2: Construction Sequencing

CONSTRUCTION ACTIVITY PERIOD OF CONSTRUCTION
Stage 1: Site Grading Beginning Summer 2024 for 6 Months Stage 2: Site Development Beginning 1st Quarter 2025 for 9 Months Stage 3: Precast Plant and TBM Segment Storage Area Beginning Summer 2025, Expected duration of 13 Months
Stage 4: TBM Shaft and Muck Bin Excavation Beginning Summer 2025, Expected duration 27 Months
Average and peak truck volumes per day for each month of construction are summarized in Table 3: Truck Volumes by Month below. The estimated number of “Peak Days”, defined as greater than 250 trucks per day, is 5 days per month on average. KST will give the City of San Jose ([email protected]) notice two days prior to anticipated peak truck volume days.
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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Table 3: Truck Volumes by Month
Notes: Truck volumes include excavation and off-haul for site grading, imported fill material, deliveries of raw materials such as cement and aggregate, and deliveries of equipment, etc.

Date
Stage 1 Stage 2 Stage 3 Stage 4 Total Stage 1 Stage 2 Stage 3 Stage 4 Total Month 1
July '24
73 0 0 0 73 200 0 0 0 200
Month 2
Aug '24
73 0 0 0 73 200 0 0 0 200
Month 3
Sep '24
73 0 0 0 73 200 0 0 0 200
Month 4
Oct '24
73 0 0 0 73 200 0 0 0 200
Month 5
Nov '24
73 0 0 0 73 200 0 0 0 200
Month 6
Dec '24
73 0 0 0 73 200 0 0 0 200
Month 7
Jan '25
0000 0 0000 0
Month 8
Feb '25
0800 8 0 20 0 0 20
Month 9
Mar '25
0800 8 0 20 0 0 20
Month 10
April '25
0800 8 0 20 0 0 20
Month 11
May '25
0000 0 0000 0
Month 12
June '25
0200 2 0 10 0 0 10
Month 13
July '25
0210 3 0 10 40 0 50
Month 14
Aug '25
0210 3 0 50 40 0 90
Month 15
Sep '25
0 2 37 21 60 0 50 80 40 170
Month 16
Oct '25
0 2 37 21 60 0 10 100 40 150
Month 17
Nov '25
0 0 37 21 58 0 0 90 40 130
Month 18
Dec '25
0 0 37 0 37 0 0 130 0 130
Month 19
Jan '26
0 0 27 0 27 0 0 170 0 170
Month 20
Feb '26
0 0 27 79 106 0 0 170 120 290
Month 21
Mar '26
0 0 27 82 109 0 0 100 230 330
Month 22
April '26
0 0 27 113 140 0 0 100 240 340
Month 23
May '26
0 0 27 113 140 0 0 100 240 340
Month 24
June '26
0 0 27 113 140 0 0 100 240 340
Month 25
July '26
0 0 27 113 140 0 0 100 240 340
Month 26
Aug '26
0 0 0 32 32 0 0 0 60 60
Month 27 to
Month 39
0 0 0 32 32 0 0 0 65 65
Average Daily Truck Volume
(Trucks/Day)
Peak Truck Volume
(Typical 5 days/month) (Trucks/Day)
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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On Peak days Brokaw Road handles 85 trucks a day, which is 25 percent of 340 peak day trucks. If unforeseen circumstances do occur on Newhall Drive to render it restricted or unusable, trucks would be queued onsite such that Brokaw Road would not see more than the typical peak of 85 trucks a day. The distribution between the Newhall Drive and Brokaw Road entrances is estimated based on the site layout and construction activity, but Brokaw Road will be limited to 85 trucks per day as a maximum for any stage of Early Works Construction.

Conversely, on peak days Newhall Drive handles 255 trucks a day, which is 75 percent of 340 peak day trucks. If unforeseen circumstances block Brokaw Road, trucks would be queued or reduced such that Newhall would not see more than the typical peak of 255 trucks per day.

2.1.1 Stage 1 – Site Grading
In this stage, KST will establish the main site entrance off Newhall Drive, and continue lime treatment and grading, generally from the southeast to the northwest. Key construction activities are summarized below; plans showing the site grading are included in Appendix A – Site Layout, Sequencing and Staging Plan.
x Relocation of a storm drain inlet, a sanitary sewer manhole and a backflow preventer near Newhall Drive.
x Establishment of construction entrances off Newhall Street, Newhall Drive and Brokaw Road.
x Approximately 34,000 cubic yards of excavation and off-haul. x Approximately 85,000 cubic yards of imported fill.
x Remainder of lime treatment not performed during Early Site Preparation. x Compaction of the subgrade.
x Installation of temporary utilities.

The 34,000 cubic yards of off-haul and 85,000 cubic yards of imported fill require approximately 12,000 total truck trips.

Due to the level of site preparation required at the site, KST plans to distribute 75 percent of construction hauling vehicles through the main entrance on Newhall Drive; the rest will enter through the entrance on Brokaw Road. The entrance off Brokaw Road is required to minimize truck queuing at the Newhall Drive entrance. Both the Newhall Drive access and the Brokaw Road access are required access points for construction activities. However, each provides a point of ingress and egress in case one of the entrances is blocked due to unforeseen circumstances.

The anticipated maximums for average daily trucks is 73 and for peak daily trucks is 200 for stage 1.

The trucking operations will be managed by the KST Truck Boss and as described in section

2.5.2 for all stages.

Construction entrance/exit, vehicle wash out area and other storm water pollution prevention BMPs will be in place. All queuing and stockpile locations will be contained within the construction site; see Appendix A – Site Layout, Sequencing and Staging Plan for additional ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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details. Average and peak truck volumes per day for each month of construction are shown in Table 3: Truck Volumes by Month.

2.1.2 Stage 2 – Site Development
In this stage, KST will finish the development of the site, generally from the southeast to the northwest. Key construction activities are summarized below; plans showing the site development is included in Appendix A – Site Layout, Sequencing and Staging Plan. x Construction of additional site roads and parking.
x Installation of temporary office trailers.
x Installation of temporary utilities and connecting to offices.

Approximately 75 percent of construction vehicles will enter through the main entrance on Newhall Drive; the rest will enter though the entrance on Brokaw Road. All queuing and stockpile locations will be contained within the construction site; see Appendix A – Site Layout, Sequencing and Staging Plan for additional details. Average and peak truck volumes per day for each month of construction are shown in Table 3: Truck Volumes by Month. The anticipated maximum for average daily truck volumes is 8 and for the peak daily trucks is 50 for stage 2.

2.1.3 Stage 3 – Precast Plant and TBM Segment Storage Area In this stage, KST will construct the precast plant and storage area for the TBM segments. Key construction activities are summarized below; plans showing the construction of precast plant and TBM segment storage area are included in Appendix A – Site Layout, Sequencing and Staging Plan.
x Surcharging precast plant and TBM segment storage area. x Installation of precast plant utilities.
x Construction of plant, gantry crane and storage area foundations and slabs. x Installation of plant building and equipment.
x Test production of the precast plant.

Approximately 75 percent of construction vehicles will enter through the main entrance on Newhall Drive; the rest will enter though the entrance on Brokaw Road. All queuing and stockpile locations will be contained within the construction site; see Appendix A – Site Layout, Sequencing and Staging Plan for additional details. Average and peak truck volumes per day for each month of construction are shown in Table 3: Truck Volumes by Month. The anticipated maximums for average daily trucks is 37 and for the peak daily trucks is 170 for stage 3.

2.1.4 Stage 4 – TBM Shaft and Muck Bin Excavation
In this stage, KST will excavate the tunnel boring machine (TBM) shaft and muck bin and assemble the TBM. Key construction activities are summarized below; plans showing the TBM shaft and muck bin excavation, and TBM assembly are included in Appendix A – Site Layout, Sequencing and Staging Plan.
x Construction of interior concrete build-out area and grout plant. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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x Muck bin excavation (soldier piles, excavation and construction of MSE wall and liner). x Construction of SOE starter wall.
x Construction of Support of Excavation (SOE) slurry walls (confinement walls, TBM shaft walls, and ramp walls).
x TBM shaft and ramp excavation (Caterpillar beams and excavation). x Construction of TBM shaft concrete.
x Construction of TBM crane pad.
x Construction of TBM supporting facilities.
x Assemble the TBM.

Approximately 75 percent of construction vehicles will enter through the main entrance on Newhall Drive; the rest will enter though the entrance on Brokaw Road. All queuing and stockpile locations will be contained within the construction site; see Appendix A – Site Layout, Sequencing and Staging Plan for additional details. Average and peak truck volumes per day for each month of construction are shown in Table 3: Truck Volumes by Month. The excavation of the TBM shaft and ramp is estimated to require up to 200 trucks per day during peak days. The anticipated maximums for average daily trucks is 113 and for the peak daily trucks is 240 for stage 4.

The subsequent tunnel excavation and muck hauling is not part of the Early Works and will be discussed in a separate CTMP.

2.2 CONSTRUCTION EQUIPMENT AND MATERIAL LAYOUT
This section summarizes the construction equipment and material layout once the West Portal construction yard has been established. See Table 4: Key Site Facilities and Equipment below for a summary of key site facilities and equipment. See Appendix A – Site Layout, Sequencing and Staging Plan for site layout plan.

Table 4: Key Site Facilities and Equipment

SITE FACILITY/EQUIPMENT STAGE OF CONSTRUCTION
Field Offices and Parking Stage 2 – Site Development
Interior Concrete Build-Out Area Stage 4 – TBM Shaft and Muck Bin Excavation Precast Plant and TBM Segment Storage Stage 3 – Precast Plant and TBM Segment Storage Area
Grout Plant Stage 4 – TBM Shaft and Muck Bin Excavation Shaft Support of Excavation (SOE) and Muck Bin Stage 4 – TBM Shaft and Muck Bin Excavation

2.2.1 Field Offices and Parking
Employee parking will be provided at the southeast end of the site with approximately 300 parking stalls. Vehicles will enter and exit through two entrances on Newhall Street. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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Field office trailers will be installed north of the employee parking area. There will be approximately 20,000 square feet of office space and 7 dry houses measuring 12’x40’ each.

Temporary utility services, including potable water, sanitary sewer, electrical and communications will be provided to the office trailers.

At the peak for Early Works construction, there will be approximately 120 craft employees and approximately 100 staff. Craft workers in the day shift typically arrive at 5:30 – 6:00 AM and leave from 4:00 to 4:30 PM. Craft workers in the night shift typically arrive from 4:00 to 4:30 PM and leave 4:00 to 4:30 AM. Staff workers typically arrive from 5:00 to 7:30 AM and leave from 3:30 to 6:30 PM.

The Early Works construction activities will require approximately 220 parking stalls, compared to the 300 parking stalls provided. The parking stalls will remain for major construction (such as tunnel mining and muck hauling), when approximately 300 parking stalls will be required. Major construction activities are addressed in a separate CTMP.

2.2.2 Interior Concrete Build-Out Area
The interior concrete build-out area is located at the northeast edge of the site, measuring approximately 125’x400’. The area is used to store materials for tunnel construction, such as rails. A small mechanical shop, electrical shop, warehouse, and drums are also located adjacent to the concrete build-out area.

When materials are received, they will be unloaded and stockpiled at the interior concrete buildout area. The site roads are designed so that truck queuing and loading/unloading along the interior concrete build-out area will not impact traffic circulation within the site. No material stockpiling or truck queuing will take place outside the construction yard.

2.2.3 Precast Plant and TBM Segment Storage
The precast plant is at the northeast edge of the site, north of the interior concrete build-out area. When in full production the precast plant will have a capacity of 10 tunnel liner rings/day.

The precast tunnel segments will then be transferred to the TBM segment storage area, located between the interior build-out area and the precast plant, measuring approximately 120’x1,020’.

The TBM segments will be stacked on strip footing and loaded/unloaded by a gantry crane. All processes relating to the precast plant production will be fully contained within the construction yard.

2.2.4 Grout Plant
The grout plant is located at the southwest edge of the site across the site road from the precast plant. When in full production the grout plant will have a capacity of 50 cubic yards per hour.

The grout will be loaded/unloaded at designated areas adjacent to the plant. There are also small storage containers and other equipment in this area. All processes relating to the grout plant production will be fully contained within the construction yard.

2.2.5 Shaft Support of Excavation (SOE) and Muck Bin
The TBM Shaft is located at the southwest edge of the site, south of the grout plant and across the site road from the interior build-out area. When in operation excavated material (muck) will be carried out by a conveyor system and stored in the muck bin, located between the shaft and ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 15 ends

the grout plant. Muck will be loaded into trucks around the muck bin perimeter and hauled off site. The muck hauling and other construction activities when the construction yard is in full operation will be covered in a separate CTMP as this CTMP is applicable to the Early Works only.

2.3 DETOUR ROUTES AND ALTERNATE ROUTES
Detour routes and alternate routes are not anticipated for West Portal Early Works at this time as no long-term lane closures are anticipated, since all construction activities, queuing and staging will be within the West Portal site. The traffic operational analysis presented in Section

3.0 shows minimal effects on LOS due to construction traffic at the existing signalized intersections.

All pedestrian, bicycle and vehicular facilities will be maintained throughout the construction; no sidewalk, shoulder or lane closures are currently anticipated.

2.4 TRAFFIC CONTROL PLANS
Long-term traffic control plans are not anticipated for West Portal Early Works currently as no sidewalk, shoulder or lane closures are currently anticipated. Installation of temporary utilities may require temporary lane closures which could last a few hours to a couple of days; traffic control plans will be provided accordingly once construction plans for temporary utilities have been established.

2.5 HAUL ROUTES
The Haul routes applicable to West Portal are shown in Figure 2: Haul Routes, which were established in the Draft CTMP. Approximately 75% of construction vehicles will enter the site via Newhall Drive; the remainder will enter via Brokaw Road. The entrance off Brokaw Road is required to minimize truck queuing at the Newhall Drive entrance.

Both the Newhall Drive access and the Brokaw Road access provide required points of ingress and egress for the construction traffic. In case one of the entrances is blocked due to unforeseen circumstances the other can act as the sole point of entry to the site. On Peak days Brokaw Road handles 85 trucks a day, which is 25 percent of 340 peak day trucks.

If unforeseen circumstances occur on Newhall Drive to render it restricted or unusable, trucks would be queued onsite or some hauling might be halted, such that Brokaw Road would not see more than the typical peak of 85 trucks a day. The distribution between the Newhall Drive and Brokaw Road entrances is estimated based on the site layout and construction activity, but Brokaw Road will be limited to 85 trucks per day as a maximum peak regardless of circumstance.

Similarly should an unforeseen event render Brokaw Road unusable, trucks will queue onsite and be directed to Newhall Drive while maintaining the peak truck traffic of 255 trucks (which is 75 percent of 340 peak daily trucks).

KST has developed a “Traffic Response Plan” with the City of Santa Clara and the City of San Jose that details the lines of communication and processes that would be followed in case either the intersection at Brokaw Road or at Newhall Drive are blocked due to unforeseen circumstances. This plan would be coordinated and developed prior to peak traffic operations. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 16 ends

All trucks will originate or leave from I-880 via Coleman Ave.

KST has conducted Pre-Construction Surveys in accordance with the VTA Contract.

The proposed hauling hours are discussed in Section 2.5.3.

Hauling during PayPal events will be addressed in separate “Event Management Plan”.

2.5.1 Holiday Work
There will be no hauling on major holidays (Day Before Thanksgiving, Thanksgiving Day, Christmas Eve, Christmas Day, New Year’s Eve, New Year’s Day, Memorial Day, Independence Day and Labor Day) as no construction work is anticipated on those days, unless emergency work is required on-site.

2.5.2 Trucker Management Plan
KST has developed a trucker management plan to manage the truck drivers using the approved haul routes related to completing the construction of this project. A summary of the plan includes:
x Truck Boss to manage trucking activities
x Trucker Pre-Construction Meetings
x Signage at all exits to the site directing the trucks to I-880 x Active Management by KST during construction
x Trucker Flash Cards to be referred to in cab to reinforce haul routes KST will monitor the truck volumes daily and on days of peak truck traffic, change of construction activities, and major holidays and events. KST will ensure that truck volumes do not exceed the expected volumes. This will ensure desired split between Newhall Drive and Brokaw Road is achieved. KST control processes to validate truck volumes and provide information that trucks are using the proper entrances will be shared with the City upon request.

Per KST quality control processes, an initial phase meeting (IPM) will be conducted to assure all parties are apprised of the requirements and expectations.

2.5.3 Haul Hours
For most of the construction activities the haul hours will match work hours; see Table 6:

Proposed Work and Haul Hours. Typical single-shift construction hauling activity lasts for 10 hours, from 6AM to 4PM, 6 days a week (Monday to Saturday).

Certain construction activities have been updated to double shift for work hours and haul hours for 7 days a week (Monday to Sunday). Work activities that are 7 days a week are reflected on Table 6: Proposed Work and Haul Hours with an asterisk next to the activity name. Such activities include Support of Excavation – Slurry Walls, TBM Shaft and Ramp Excavation, and TBM Shaft Concrete pour. Their work and haul hours are from 6AM to 6AM. Extended work hours are needed for continuous concrete pours, the minimization of open time for a SOE slurry panel, and the mitigation of potential schedule delays. The project team is committed to No Offsite Hauling on Sundays.

Additional double shift activities are TBM assembly and starting production of the precast plant.

They only require hauling during the day shift, from 6AM to 4PM. Materials will be double ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 17 ends

handled, which require that the materials for the night shift be delivered during the day and stockpiled on-site.

The Synchro analysis completed as a part of this CTMP does not indicate an impact to morning (AM) traffic due to hauling, but KST will work closely with trucking companies to determine if there is a potential to reduce hauling between the 7 AM and 9 AM rush hour traffic period.

Approval of this CTMP by the City of San José and the City of Santa Clara and any revisions thereafter shall also constitute approval of the work and haul hours as presented in Table 6:

Proposed Work and Haul Hours.
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 18 ends

Figure 2: Haul Routes

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CP2 TUNNEL ANO TRACK
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CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 19 ends

2.6 WARNING DEVICES
C44 (CA) “TRUCKS ENTERING EXITING” warning sign will be placed at key locations; see Appendix B – Traffic Control Plans for plans. Other warning devices or signs are not anticipated at this time as no detour routes or alternate routes are anticipated which would require traffic control plans (TCP). When additional TCP and warning devices are identified, they will be provided in Appendix B – Traffic Control Plans.

2.7 MAJOR SPECIAL EVENTS
KST has reviewed major special events listed in the Draft CTMP Appendix F and concluded no City events (such as marathons) will be impacted by the West Portal Early Works construction.

KST will continue to coordinate with VTA, City of San José and City of Santa Clara to minimize potential impacts from construction activities.

2.8 INCLEMENT WEATHER
KST will continuously monitor the weather condition and identify potential inclement weather at least one week in advance. KST will identify responses to inclement weather that have the potential to impact construction activities.

A Construction Storm Water Pollution Prevention Plan (SWPPP) is prepared by KST separately from this CTMP, where Best Management Practices (BMPs) will be specified to prevent pollution or erosion due to rain events; it also specifies detailed monitoring requirements and rainfall action plans.

2.9 IMPACT ON LOCAL BUSINESS AND RESIDENTS
KST has reviewed the list of local businesses in the Draft CTMP Appendix B. Impact on local business is not anticipated from West Portal Early Works.

A list of local businesses near the West Portal site interviewed by VTA in 2021 is included in Appendix C. KST also included an exhibit showing the driveway locations of nearby properties.

No driveways are anticipated to be impacted by West Portal Early Works. KST recognizes that Newhall Drive is the only ingress/egress route for the residential area near the south end of the project site. No impacts to the residents are expected as Newhall Drive and Newhall Street will remain open during construction.

2.9.1 PayPal Events Management Plan
In addition, KST will continuously monitor events at PayPal Park through coordination facilitated by VTA and minimize potential impacts from construction activities. KST has generated a PayPal Events Management Plan to determine trucking activity in relation to events to mitigate, as best as possible, the impacts to both the event and the project.

KST has reviewed the Earthquakes Stadium (now PayPal Park) Transportation and Parking Management Plan and does not anticipate any conflicts between the construction traffic and the plan.

2.10 NOISE AND VIBRATION ABATEMENT
KST has completed a pre-construction noise assessment to establish ambient noise conditions around the site. A Noise and Vibration Control Plan has been prepared and will be updated ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 20 ends

quarterly, separate from this CTMP, to specify noise reduction and mitigation measures to ensure that surrounding land uses will not be impacted by construction noise. Noise will be monitored in the community during construction continuously to demonstrate compliance with the project noise thresholds.

KST will coordinate with City of San José and City of Santa Clara for nighttime work variances.

Nighttime construction is expected to be within City of San José only and nighttime hauling is expected to be within both cities. See Table 6: Proposed Work and Haul Hours for construction activities requiring nighttime work and hauling.

2.11 CONCURRENT CONSTRUCTION
KST reviewed the concurrent construction list in the Draft CTMP Appendix D and identified projects near the West Portal site and confirmed with the Cities that this is a complete list of concurrent projects known to date. KST will continue to coordinate with the Cities on any additional future concurrent construction activities.

A list of concurrent construction is included in Table 5: Concurrent Construction.

Table 5: Concurrent Construction

PLANNED

CONSTRUCTION
DATE

PROJECT LOCATION NOTES
- California High
Speed Rail
Southwest of Newhall
Yard (Caltrain Tracks) No impact expected.

Per San José to Merced Final
EIR/EIS certified by the CA High
Speed Rail Authority in April 2022,
Alternative 4 - Blended at-grade is
selected, which includes no
construction near West Portal.

The San Francisco - Central Valley
segment is expected to be in
operation in 2031 Per Authority's
2022 business plan. No
construction date has been
confirmed but it is likely after West
Portal construction activities.
- Diridon
Integrated Station
Concept (DISC)
Plan
Diridon Station, San
José No impact expected.

The DISC is expected to be
applicable to Diridon Station only.
2027 Airport Connector San José Mineta
International Airport to
Diridon Station
No impact expected.
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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2023 Aviation Ave
Repaving
Aviation Ave from
Coleman Ave to North
End
The repaving may affect the
intersection of Aviation Ave and
Coleman Ave.
2023 Martin Ave
Repaving
Martin Ave from
Brokaw Rd to Reed St
Trucks for the repaving may enter
and exit at the intersection of
Coleman Ave and Brokaw Rd.

Under
Construction
Gateway
Crossings
1205 Coleman
Avenue, Santa Clara No impact expected.

Bounded by Brokaw Rd, Coleman
Ave and Champions Way.
2023 Coleman Highline 1125 Coleman
Avenue, San José No impact expected.

Bounded by driveway to 1199
Coleman Ave, Coleman Ave and
Aviation Ave.
2025 Coleman Highline
Building 5
1185 Coleman
Avenue, San José No impact expected.

Bounded by Coleman Ave and
Champions Way.
2025 Dual Branded
Hotel Project
1290 Coleman
Avenue, Santa Clara The approved 1290 Coleman
Avenue project will need to be
coordinated with West Portal Early
Works activities. The project is
adjacent to our approved haul route
along Coleman Avenue and Brokaw
Road.

2.12 TIME OF CONSTRUCTION
KST has reviewed the potential work hours listed in Draft CTMP Appendix E and proposes the following work and haul hours as summarized in Table 6: Proposed Work and Haul Hours.

The approval of this CTMP by the City of San José and the City of Santa Clara shall also serve as approval of the work and haul hours stated within this document or any accepted revision thereafter.

Typically, work that requires concrete pours are double shifted including hauling hours to match so that concrete can be delivered continuously during the pour. Once a concrete pour begins it must continue until the pour is completed and cannot stop midway into the activity.

Increasing working hours to 6 am to 6 am is required because many of the construction activities require uninterrupted/continuous operations once the activity is started. These operations can take between 4 to 8 hours to complete once they are started; and good industry practice during slurry wall construction often requires continuous excavation, rebar placement, and concrete placement to mitigate the risk of collapse of the 135' deep excavations required for the TBM Shaft construction. Also, continuous concrete injections are necessary to keep the Cutterhead Soil Mixing (CSM) panel workable during this vertical drilling operation which requires the installation of multiple adjacent drilled columns to form a finished panel section. As the construction documents have been finalized and geotechnical investigations have been completed and the specialty deep foundation subcontractor was brought on to the project, the project team identified the additional work hours as being crucial to completing the ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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project.

Sunday Work: Activities will exclude off-site trucking, and on-site activities will be limited to those activities with the least potential impacts to the surrounding community. Examples of potential Sunday activities include Instrumentation and Monitoring System maintenance, rebar tying, welding, construction equipment maintenance, and progressing critical path activities after coordination with EAT.

Table 6: Proposed Work and Haul Hours
Notes: *Construction activities denoted will be 7 days a week. “Construction activities denoted will be 6 days a week.

2.13 PUBLIC INFORMATION REQUIREMENTS
Locations of the signs are presented in Appendix B – Traffic Control Plans. Additional Project identification will be provided once requirements are developed by VTA.

3.0 TRAFFIC IMPROVEMENTS AND OPERATIONAL

ANALYSIS
This section summarizes the general construction transportation management requirements for both the Cities of San José and Santa Clara to ensure the traffic generated by construction does not negatively impact the project area corridors and surrounding communities. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
~ a - • ..... - WIiia
,- -- - Stage 1 - Site Grading (Beginning Summer 2024, 6 Months) Site Grading1" X 6AM - 6PM 6AM - 4PM
Stage 2 - Site Development (Beginning 1st Quarter 2025, 9 Months) Construction of site road s" X 6AM - 6PM 6AM - 4PM
Installation of site offices" X 6AM - 6PM 6AM - 4PM
Stage 3 - Precast Plant and TBM Segment Storge Area (Beginning July 2025, 13 Months) Construction of precast plant" X 6AM - 6PM 6AM - 4PM
Stage 4 - TBM Shaft and Muck Bin Excavation (Beginning July 2025, 27 Months) Muck bin excavation" X 6AM- 6PM 6AM - 4PM
Support of exc avation - slurry walls• X 6AM - 6AM 6AM - 6AM TBM shaft and ramp excavation• X 6AM- 6AM 6AM - 6AM
TBM shaft concrete pour• X 6AM - 6AM 6AM - 6AM
TBM supporting facilities " X 6AM - 6PM 6AM - 4PM
TBM assembly" X 6AM - 4AM 6AM - 4PM
Start production of the pre cast plant" X MM - 11 PM 6AM - 4PM Construction of interior concrete build~out area and X 6AM - 6PM 6AM - 4PM equipment found ations " Construction of grout plant" X 6AM- 6PM 6AM - 4PM
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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3.1 INTRODUCTION
Traffic data and signal timing databases were collected to develop project Synchro models – they include year 2023 existing conditions, year 2023 average truck traffic, year 2023 peak truck traffic, year 2024 background, year 2024 average truck traffic, and year 2024 peak truck traffic.

These models were developed using assumptions and information as presented in other sections of this document, as well as information from relevant nearby developments scheduled to be implemented prior to this project (Gateway Crossings and Coleman Highline).

Measures of effectiveness (MOEs) such as intersection level of service (LOS), intersection delay, and queuing were extracted to determine future operations of the project area’s signalized intersections and to develop mitigation measures as needed to ensure minimal impact and disruption to the transportation network in the project area. See Table 8: Project Operational Analysis for delay and LOS results; see Appendix D – Traffic Operation Data and Analysis for overall detailed delay, LOS, and queuing results, a queuing analysis related to PayPal Park events, as well as traffic volumes and supporting documentation. Project staff will make periodic observations at the project area intersections, both signalized and unsignalized, to ensure acceptable operations continue.

3.2 EXISTING CONDITIONS
Traffic turning movement counts were field collected Thursday November 3, 2022 for both the AM and PM peak periods, Tuesday March 7, 2023 for the Mid-day peak period, and Saturday March 4, 2023 for the weekend peak period at the intersections listed in Table 7: Project Intersections below. Growth rates were used to adjust the volumes in the models accordingly based on the year collected as discussed under Background Conditions. Additional locations were also collected at the same time to better understand traffic patterns in the project area but were not specifically used in the traffic operations analysis. KST has reviewed the peak hour movements in the field to verify them.
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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Table 7: Project Intersections
NO. PRIMARY SECONDARY
Coleman Ave. Brokaw Rd.

A2 Coleman Ave. Champions Way
A3 Coleman Ave. Aviation Ave.

A4 Coleman Ave. Earthquakes Way
A5 Coleman Ave. Newhall Dr.

A6 Coleman Ave. Airport Blvd.

A7 Coleman Ave. I-880 SB Ramp
A8 Coleman Ave. I-880 NB Ramp / McKendrie St.

A9 Coleman Ave. Hedding St.

A10 Brokaw Rd. Costco
Current intersection traffic turning movement counts were compared to pre-COVID historical counts provided by the local agencies. The counts were somewhat comparable, with the exception of the morning peak direction along Coleman Ave. This can be attributable to factors such as an increase in work-from-home and changes in travel patterns. Traffic volumes are not anticipated to return to pre-COVID levels within the timeframe of this Early Works operation.

Current traffic signal timing data was downloaded from the controllers by the Cities of San José and Santa Clara and provided to the KST team. At the intersections listed above, the morning peak is running a 140 second cycle length, and the PM peak is running a 130 second cycle length. The project area intersections run a free operation during the Mid-day peak and on Saturday, except that the intersection of Coleman Ave. & Brokaw Rd. runs a 110 second cycle length during the weekday mid-day. The project area signalized intersections are running a traffic adaptive system, except at the intersections of Coleman Ave. & Champions Way and Coleman Ave. & Brokaw Rd. Brokaw Rd. & Costco Driveway have been signalized as of mid2024, which is also not an adaptive system, so cycle lengths, offsets, and splits may vary.

Field intersection and corridor information was gathered through various sources such as online aerials, street views (verified to be recent), and project personnel who frequent the area.

The traffic counts, traffic signal timing information, and field characteristics were used to develop an existing conditions traffic model using the software package Synchro/SimTraffic v11. Models were developed for the AM, mid-day, PM, and Saturday mid-day peak periods as determined by the traffic count data. Model outputs for existing conditions were calibrated and validated with field observations. Measures of Effectiveness (MOEs) gathered from the model output include the intersection levels of service (LOS), intersection delay (in seconds), individual approach ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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LOS and delay, and 95th-percentile queue lengths. Results from the existing conditions analysis can be found in Section 3.4 Project Conditions, with supporting documentation in Appendix D – Traffic Operation Data and Analysis.

3.3 BACKGROUND CONDITIONS
Background models were developed for the AM, mid-day, PM, and Saturday mid-day peak periods using the existing conditions models as a base, and then inputting a 1.02 or 1.04 growth factor (2% per year growth rate) to develop year 2024 volumes and operational MOEs.

Projected traffic volumes generated by nearby developments (Gateway Crossings and Coleman Highline) have been included in the year 2024 background and project conditions. Various significant mitigation elements associated with these developments have been included in the modeling, such as the widening of Coleman Ave. just south of Brokaw Rd., the widening of Brokaw Rd. west of Coleman Ave., intersection and traffic signal improvements at Coleman Ave. & Brokaw Rd., and a new traffic signal installation at Brokaw Rd. & Costco driveway. See Appendix D – Traffic Operation Data and Analysis for additional information on the traffic generated by these nearby developments that was included in this modeling.

Year 2024 is expected to see the height of the Early Works site work. Signal timing (splits and offsets) was adjusted at the City of San Jose intersections for year 2024 background and project conditions models to minimize delay and queuing. Signal timing at City of Santa Clara intersections remained relatively unchanged, with only the Brokaw Rd. splits having been adjusted due to the new split phase setup planned as part of the Gateway Crossings development mitigation efforts. The variability in delay and LOS shown in Table 8 is partially due to these signal timing changes, as well as included external project mitigation.

Results from the background conditions analysis can be found in Section 3.4 Project Conditions, with supporting documentation in Appendix D – Traffic Operation Data and Analysis.

3.4 PROJECT CONDITIONS
Project conditions were analyzed using the year 2023 and 2024 background models as a base and developing separate year 2023 and 2024 average and peak truck traffic models. Average and Peak project truck volumes as shown in Table 3 (140 trucks and 340 trucks per day, respectively) were distributed through the network (at an hourly scale). Truck volumes were spread uniformly across the hauling hours to determine average and peak truck volumes.

These volumes were used to represent a worst-case condition. Brokaw Road was assigned 25% of the truck traffic and Newhall Dr. was assigned 75% of the truck traffic. The 10% nonPayPal 2023 and 2024 Average Trucks operation for the weekend mid-day was also checked.

Intersections in between and along the haul route were assigned increases in truck traffic to their respective through and left turn movements. Appendix D – Traffic Operation Data and Analysis contains additional information regarding the truck traffic distribution and assignment.

A queuing analysis was completed for the Coleman Ave. & Newhall Dr. intersection to show what impacts, if any, may happen if truck hauling occurs during a weekday evening (Wednesday) or weekend evening (Saturday) PayPal Park event. The intersection was modeled in Trafficware’s Synchro software using current intersection geometrics, event signal timing patterns, and typical event volumes as collected by the City of San José. This analysis looked at potential effects to ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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queuing at the intersection, particularly the northbound left and eastbound right turns, during the ingress and egress conditions. Based on the queue analysis, it is concluded that the addition of project trucks does not lead to a significant increase in queuing over normal PayPal Park operations during the weekday or weekend ingress or egress events. The detailed analysis, including assumptions and results, are included in Appendix D – Traffic Operation Data and Analysis.

Traffic volumes due to staff and craft workers arriving and leaving the site are also included in the analysis with the following assumptions:

1. Staff and Craft volumes were added to the four PM Peak Synchro project models (2023 Average and Peak Trucks, 2024 Average and Peak Trucks).

2. The Staff and Craft volumes used were the CTMP1 Early Works 120 Craft and 100 Staff (reduced to 33% or 33 vehicles due to dispersed staff release) for a total of 153 vehicles.

3. Since the PM peak period includes a shift change, the revised models include the Staff and Craft leaving as well as the Craft arriving utilizing Newhall Dr.

4. The volume distribution used was the same as the Coleman Highline development report, with 33% going to the north and 67% going to the south (the same as in Figure D-12 in the CTMP1 Appendix).

5. The signal timing for the CSC intersections remained unchanged.

6. Both CSC intersections’ LOS and delay are reported in HCM 2000 format.

Table 8 below shows a summary of the year 2023 existing conditions, year 2023 average and peak trucks conditions, year 2024 background conditions, year 2024 average truck traffic conditions, and year 2024 peak truck traffic conditions. Brief discussions for each intersection follow the table, which highlight potential project impacts based on the operational LOS and delay results and possible mitigation measures. Supporting documentation, including results on queuing, can be found in Appendix D – Traffic Operation Data and Analysis. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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Table 8: Project Operational Analysis
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
AM Peak Weekday PM Peak Weekend
Intersection and Mid-clay Mid-clay
SCenario Int. HCM Int. HCM Int. HCM Int. HCM
Delay Int. Delay Int. Delay Int. Delay Int.
(Sec) LOS (Sec) LOS (Sec) LOS (Sec) LOS
A1 - Coleman Ave. & Brokaw Rd.1
Existing 2023 26.1 C 60.2 E 116.7 F 39.2 D
Avg Trucks 2023 (10%) - - - - - - 39.5 D
Avg Trucks 2023 (25%) 26.3 C 60.0 E 126.0 F 39.4 D
Peak Trucks 2023 26.5 C 60.3 E 128.1 F 40.3 D
Background 2024 27.3 C 27.5 C 52.8 D 40.7 D
Avg Trucks 2024 (10%) - - - - - - 41.8 D
Avg Trucks 2024 (25%) 25.6 C 27.4 C 56.5 E 42.2 D
Avg Trucks 2024 (Opt.) - - - - 50.8 D - -
Peak Trucks 2024 27.8 C 28.0 C 55.2 E 45.0 D
Peak Trucks 2024 - - - - 55.0 D - - (Opt.)
A2 - Coleman Ave. & Champions Way1
Existing 2023 0.7 A - - 0.6 A 3.4 A
Average Trucks 2023 0.7 A - - 0.6 A 3.4 A
Peak Trucks 2023 0.7 A - - 0.6 A 3.4 A
Background 2024 11.2 B - - 8.1 A 2.9 A
Average Trucks 2024 12.9 B - - 8.4 A 2.9 A
Peak Trucks 2024 7.2 A - - 8.4 A 2.9 A
A3 - Coleman Ave. & Aviation Ave.

Existing 2023 16.0 B - - 10.6 B 7.1 A
Average Trucks 2023 16.1 B - - 10.4 B 7.2 A
Peak Trucks 2023 16.2 B - - 10.3 B 7.2 A
Background 2024 23.8 C - - 20.6 C 17.1 B
Average Trucks 2024 22.4 C - - 19.2 B 17.1 B
Peak Trucks 2024 15.7 B - - 21.9 C 17.1 B
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~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
AM Peak Weekday PM Peak Weekend
Intersection and
Mid-clay Mid-clay
Scenario Int. HCM Int. HCM Int. HCM Int. HCM
Delay Int. Delay Int. Delay Int. Delay Int.
(Sec) LOS (Sec) LOS (Sec) LOS (Sec) LOS
A4 - Coleman Ave. & Earthquakes Way
Existing 2023 4.7 A - - 8.4 A 4.2 A
Average Trucks 2023 4.7 A - - 8.3 A 4.3 A
Peak Trucks 2023 4.7 A - - 8.3 A 4.3 A
Background 2024 4.3 A - - 3.7 A 5.3 A
Average Trucks 2024 3.1 A - - 5.0 A 5.3 A
Peak Trucks 2024 4.9 A - - 10.6 B 5.3 A
AS - Coleman Ave. & Newhall Dr.

Existing 2023 15.5 B 26.5 C 19.5 B 28.3 C
Average Trucks 2023 15.8 B 28.0 C 24.3 C 26.0 C
Peak Trucks 2023 16.2 B 27.1 C 29.6 C 25.0 C
Background 2024 13.7 B 22.7 C 17.2 B 21.2 C
Average Trucks 2024 13.0 B 23.6 C 57.5 E 23.0 C
Peak Trucks 2024 16.6 B 23.4 C 80.5 F 22.2 C
A6 - Coleman Ave. & Airport Blvd.

Existing 2023 18.3 B - - 14.7 B 8.1 A
Average Trucks 2023 18.2 B - - 15.3 B 8.1 A
Peak Trucks 2023 18.2 B - - 15.4 B 8.1 A
Background 2024 8.0 A - - 7.6 A 8.9 A
Average Trucks 2024 6.4 A - - 7.7 A 9.0 A
Peak Trucks 2024 7.1 A - - 7.6 A 9.0 A
A7 - Coleman Ave. & 1-880 SB Ramp
Existing 2023 12.2 B - - 19.8 B 8.6 A
Average Trucks 2023 12.5 B - - 27.3 C 9.0 A
Peak Trucks 2023 13.1 B - - 21.8 C 9.6 A
Background 2024 19.9 B - - 11 .1 B 16.3 B
Average Trucks 2024 10.7 B - - 11 .8 B 17.4 B
Peak Trucks 2024 10.9 B - - 9.7 A 19.2 B
AB - Coleman Ave. & 1-880 NB Ramp / McKendrie St.

Existing 2023 25.7 C - - 21.1 C 14.2 B
Average Trucks 2023 26.0 C - - 21.8 C 14.5 B
Peak Trucks 2023 26.5 C - - 22.0 C 15.1 B
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Notes: No adaptive system at this intersection.

See Appendix D – Traffic Operation Data and Analysis for detailed delay, LOS, and queuing results, as well as traffic volumes and supporting documentation.

A1 - Brokaw Rd. – For both the average and peak truck traffic conditions, the northbound left and eastbound right movements will see increased truck traffic. The project plans to assign 25 percent of the truck traffic to this intersection. The existing LOS varies and is expected to remain or slightly improve to C/D/E with the completed Gateway Crossings mitigation improvements.

An operational check was made to see if any short-term improvements from year 2023 could help ease congestion at the intersection prior to the Gateway Crossings mitigation. Various elements were adjusted in a representative model to attempt to mitigate intersection delay. The cycle length, timing splits, split phasing, and even restriping eastbound Brokaw Rd. was looked at to see if the delay could be improved. Even with these changes, the LOS and delay was not projected to significantly improve. One other possibility may be for the City of Santa Clara to ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
AM Peak Weekday PM Peak Weekend
Intersection and Mid-day Mid-day
Scenario Int HCM Int HCM Int HCM Int HCM
Delay Int Delay Int Delay Int Delay Int
(Sec) LOS (Sec) LOS (Sec) LOS (Sec) LOS
Background 2024 25.9 C - - 24.8 C 16.3 B
Average Trucks 2024 25.1 C - - 26.0 C 17.2 B
Peak Trucks 2024 26.5 C - - 24.0 C 18.4 B
A9 - Coleman Ave. & Hedding St.

Existing 2023 37.0 D - - 28.5 C 22.2 C
Average Trucks 2023 37.0 D - - 29.0 C 22.2 C
Peak Trucks 2023 37.0 D - - 28.4 C 22.2 C
Background 2024 45.2 D - - 44.7 D 23.1 C
Average Trucks 2024 36.6 D - - 45.0 D 23.1 C
Peak Trucks 2024 41.2 D - - 29.0 C 23.1 C
A 10 (New) - Costco Driveway & Brokaw Rd. 1
Existing 2023 (Unsig) 4.6 A 9.7 A 9.8 A 11.1 A
Avg Trucks 2023 (10%) - - - - - - 11.2 A
Avg Trucks 2023 (25%) 4.6 A 9.8 A 9.9 A 11.3 A
Peak Trucks 2023 4.5 A 10.0 A 10.1 A 11.7 A
Background 2024 (Sig) 19.5 B 22.0 C 28.0 C 30.2 C
Avg Trucks 2024 (10%) - - - - - - 30.5 C
Avg Trucks 2024 (25%) 27.8 C 22.1 C 28.7 C 30.9 C
Peak Trucks 2024 21.5 C 22.3 C 28.7 C 32.2 C
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

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implement their traffic responsive system at this intersection. Also, the results shown in the table generally reflect the 25% truck traffic scenario.

A check of the 10% non-PayPal 2023 and 2024 Average Trucks operation for the weekend midday shows a slightly better LOS and delay than the 25% condition. The 10% Peak Trucks analysis was similar to the 25% Average Trucks condition.

A2 – Champions Way – This intersection will only see a slight increase in truck traffic for the north/south movements. The LOS is currently at a level A and is projected to remain at LOS A/B.

A3 – Aviation Ave. – This intersection will only see a slight increase in truck traffic for the north/south movements. The LOS is currently at a level A/B and is projected to remain at LOS B/C.

A4 – Earthquakes Way – This intersection will only see a slight increase in truck traffic for the north/south movements. The LOS is currently at a level A and is projected to remain at LOS A/B.

A5 – Newhall Dr. – For both the average and peak truck traffic conditions, the northbound through and left and the southbound through and eastbound right movements will see increased truck traffic. The project plans to assign 75 percent of the truck traffic to this intersection. The LOS is currently at a level B/C and is projected to remain at those levels with the exception of the PM peak with LOS B/E/F. This analysis assumed that a pedestrian call would be activated across Coleman Ave. every cycle, but actual operations should be better since that’s usually not the case. The side street splits will be best applied as determined by the adaptive system.

A6 – Airport Blvd. – This intersection will only see a slight increase in truck traffic for the north/south movements. The LOS is currently at a level A/B and is projected to remain acceptable.

A7 – I-880 SB Ramp – This intersection will see a slight increase in truck traffic for the southbound through and westbound right movements. The westbound right is projected to see a slight increase in delay and queuing, which should be manageable by either making slight signal timing split adjustments, or by ensuring the traffic adaptive system makes appropriate automatic adjustments. The City of San José can make signal timing split adjustments upon request. The Gateway Crossings traffic report also recommended striping changes at this intersection, which may further help mitigate the increase in delay and queuing. The LOS is currently at a level A/B/C and is projected to remain at an acceptable LOS A/B.

A8 – I-880 NB Ramp / McKendrie St. – This intersection will only see a slight increase in truck traffic for the southbound left movement. The LOS is currently at a level B/C and is projected to remain at LOS B/C.

A9 – Hedding St. – This intersection is outside of the proposed haul route, but was included due to its proximity and the effects that upstream operations may have on this intersection. The intersection LOS currently operates at level C/D and is projected to continue at those levels.

The modeled signal timing was slightly adjusted for the 2024 conditions at this and other project intersections, and due to the increase in truck traffic in the southbound direction along Coleman ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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Ave. there was a slight improvement in delay realized due to an increase in provided green time to accommodate the trucks. No impact is expected due to project hauling operations.

A10 – Costco & Brokaw – This intersection was previously stop controlled and operated at a LOS A. As part of the Gateway Crossings project mitigation, a traffic signal has been installed and activated mid- 2024. This intersection will only see a slight increase in truck traffic for the east and westbound movements. Although the modeling results show a degradation in operations with the traffic signal, future unknown signal timing settings were assumed and could be different resulting in improved operations based on field observations.

The results shown in the table generally reflect the 25% truck traffic scenario. A check of the 10% non-PayPal 2023 and 2024 Average Trucks operation for the weekend mid-day shows a slightly better LOS and delay than the 25% condition. The 10% Peak Trucks was similar to the 25% Average Trucks condition. KST will monitor the intersection due to project truck traffic and will work with the City of Santa Clara to maintain satisfactory operations. One other possibility may be for the City of Santa Clara to implement their traffic responsive system at this intersection to further fine-tune the signal timing.

All of the detailed analysis information can be found in Appendix D – Traffic Operation Data and Analysis – Traffic Operation Data and Analysis.

3.5 CONCLUSIONS
Based on traffic operational analysis of the year 2023 and 2024 average and peak Early Works truck traffic, it is projected that there will be minimal impacts to the project area’s signalized intersections. Project signalized and unsignalized intersections may need to be observed on occasion, particularly during peak truck traffic times to ensure the existing signal timing can handle the added truck volume.

The intersections within City of San José should be able to accommodate the added truck volume since an adaptive traffic signal system is in operation. For intersections within City of Santa Clara (Coleman Ave & Brokaw Road and recently signalized Brokaw Road & Costco Driveway), no adaptive system is in operation and the signal timing can be adjusted, if needed, to accommodate the truck volumes as demonstrated in this report.

Project staff will make periodic observations at the project area intersections, both signalized and unsignalized, to ensure acceptable operations continue. KST will schedule the observations before construction begins and will continue the observations approximately once every month and/or during peak truck volumes. KST will reach out to the cities’ staff a week before each observation so that the cities can participate in the observation, if desired.

4.0 PUBLIC OPERATION AND BUS OPERATIONS
The existing transit services are shown in Figure 3: Existing Transit Operations.

4.1 BUS OPERATIONS
The existing bus route along the haul route is summarized in Table 9: Existing Bus Route. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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Table 9: Existing Bus Route

BUS ROUTE ROUTE DESCRIPTION NEAREST STOP HEADWAY
Local Route 60 Milpitas BART to Winchester
Station via SJC Airport
Coleman/Brokaw;
Coleman/Earthquakes;
Coleman/Newhall
10 – 15 mins
Notes: Approximate headways during peak commute hours.

The existing bus operation is provided by VTA. The proposed construction activities are not expected to impact the existing bus operation. No rerouting is anticipated for the operation. No lane closures are anticipated on the bus route and a 12’ minimum lane width will be maintained at all times. There is no rapid bus service or Transit Signal Priority (TSP) on Coleman Ave.

Services on El Camino Real or any other street near the site will not be impacted.

4.2 RAIL TRANSIT OPERATIONS
Caltrain, Capitol Corridor and Altamont Corridor Express (ACE) operate rail transit services at existing Santa Clara Station. The existing transit operations will not be impacted by the construction. There is an existing pedestrian underpass connecting Santa Clara Station and Brokaw Road. The underpass and sidewalk will remain open during construction. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
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Figure 3: Existing Transit Operations
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
c::::J Phase I Stallons
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I
rrequent Bus - Caltrain
'
I
~
~
~
' ' )
I
I
I
Rapid Bus
Local Bus
- ACERa Line
■ Other ProJeCt Elements

0.2 880
04 I Miles
N
A
Original Source: VTA Draft 2021
Transi t Service Plan - [he 90% Plan
c::j Bus Stop
Transit Routes near Project Elements
West Po rtal
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 34 ends

5.0 MAINTENANCE OF PROPERTY ACCESS
No property access is anticipated to be impacted at this time. There will be no lane closures or driveway closures and no truck queuing or staging outside of the West Portal site that impedes property access. The traffic operational analysis presented in Section 3.0 shows minimal impacts to the existing traffic. Special events and routine operations will be coordinated as described in Sections 2.7 and 2.9.

Exhibits showing access to adjacent properties and their business hours, access for employees and customers, delivery and city services, and additional information, for those that were interviewed by VTA in 2021, is included in Appendix C – Access to Businesses and Properties. Also included is an exhibit showing driveway locations to all nearby properties; none of which will be impacted by the West Portal construction.

6.0 SCHOOL ZONE SAFETY PLAN
There are no existing school zones near the West Portal site and no impact is anticipated at this time. Adjacent schools include:
x Santa Clara University: 0.6 mi
x Scott Lane Elementary School: 1.7 mi
x Washington Elementary School: 0.9 mi
x Wilson High School: 1.5 mi
x Herbert Hoover Middle School: 1.3 mi
x Hester School: 1.4 mi
x Muwekma Ohlone Middle School: 1.6 mi
x Banchrodt Elementary School: 1.2 mi
All distances are measured from approximate center of the schools to the approximate center of the West Portal Site and are straight line distances. None of the schools or school zones are located on the haul routes. See Figure 4: Nearby Schools for the location of nearby schools. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 35 ends

Figure 4: Nearby Schools

KIEWIT SHEA TRAYLOR JV
CP2 TUNNEL ANO TRACK
Wildwood Way
Scott Lane Elementary
Bray Ave
Catherine St ~
'o ! ..e. ,,'/l
i =
-~-- \
I \ I
I \ I
I ' I
' I ',,
Wilson High School
<;) ,;, z .ai 'i;\" !,_
c;:s,oo\e~ P.'" \ N Washington
~ ___ Elementary
l a Tulip Rd
I
I
I Dolores Ave 1
Peachtree Ln
I CoryAve
I
,5 -~ j OJ
- t 1.S ~ - I
j j ~ 'f-: -_,, ~ l i '--- .l! ~ I
~ ~ Stevens Creek Blvd I -------
5 ff
J
1 Mile
Herbert Hoover • ,,_-I'
Middle School /5'•,:,. ~.,;•
v:,'&<:- ""(,~
School Zone Near Project Elements
West Portal
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 36 ends

7.0 EMERGENCY ACCESS AND RESPONSE
KST will comply with the Emergency Services Coordination Plan (ESCP) of the Draft CTMP.

Based on the ESCP, KST prepared the Emergency Vehicle Access Plan (EVAP) and Emergency Vehicle Response Plan (EVRP).

7.1 EMERGENCY VEHICLE ACCESS PLAN
Emergency vehicle access to all businesses and residences adjacent to the construction site will be maintained. Emergency service vehicles include:
x Emergency medical vehicles
x Utility maintenance vehicles for emergency purposes
x Fire protection vehicles
x Police vehicles
Table 10: KST Emergency Contact below is KST’s emergency contact available 24 hours a day along with the 24-hour emergency hotline. The 24-hour hotline will be managed at all times.

Once construction begins a safety representative will be on-site during construction hours.

Table 10: KST Emergency Contact
NAME TITLE PHONE NO. EMAIL
Jordan
Robertson
Project Safety Manager (408) 384-6489 [email protected] Staffed 24-HR Emergency Hotline (408) 321-2345 -
No traffic lane reductions or detours are necessary for West Portal Early Works; if they become necessary, KST will update this plan and submit to VTA for approval at least 30 days prior to the lane reduction or detour.

Once construction begins, updates will be provided (as access changes) to local emergency service providers in writing regarding emergency vehicle access through, around, and into the construction site. A copy of this information will also be provided to VTA. A kick-off meeting will be held with the emergency service providers, KST and VTA, and as necessary, additional meetings will be held to ensure emergency service providers are made aware of any changes.

A list of emergency service providers covering the West Portal site is included in Table 11: List of Emergency Contacts as of December 2022. See Figure 5: Emergency Service Area for emergency service areas.
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 37 ends

Table 11: List of Emergency Contacts as of December 2022 NO. DEPARTMENT CONTACT
NAME

PHONE EMAIL
1 San José Police Captain
Stephen
Donohue
(408) 813-7362 [email protected]
2 San José Fire Deputy
Chief
James
Dobson
(408) 535-7794 [email protected]
3 San José Fire Battalion
Chief Greg
Tuyor
(408) 535-7792 [email protected]
4 San José Fire Station 7
(West Portal Coverage)
Station
Captain
(408) 794-6907 N/A
5 Santa Clara Police Lieutenant
Cuong Phan
(408) 615-4767 [email protected]
6 Santa Clara Fire Fire Marshal
Jake Tomlin
(408) 615-4970 [email protected]
7 Santa Clara Fire Deputy Fire
Chief
Jeremy Ray
(408) 615-4953 [email protected]
8 Santa Clara
Fire Station 1
(West Portal Coverage)
Fire Chief
Ruben
Torres
(408) 615-4900 -
9 Santa Clara County
Sheriff
Captain
David Lera
(408) 321-7153 [email protected]
10 Regional Medical
Center
- (408) 259-5000 -
11 Santa Clara County
Emergency Medical
Services (EMS)
Michael
Cabano
(408) 316-6682 [email protected]
12 American Medical
Response (AMR)
Mario
Vargas
(209) 420-4206 [email protected]
13 Royal Ambulance - (877) 995-6161 -
14 O'Connor Hospital - (408) 947-2500 -

7.1.1 Protocol for Unanticipated Changes
During unanticipated changes, such as detours due to emergency utility work, the change shall be immediately communicated to KST’s safety manager, who will communicate the change to local emergency providers. If required, flaggers will be positioned at the begin and end points of the detour route to communicate the change to emergency responders. ~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 38 ends

Figure 5: Emergency Service Area

7.2 EMERGENCY VEHICLE RESPONSE PLAN
Emergency access to the construction site will be maintained at all times. KST’s designated point of contact listed in Table 10: KST Emergency Contact will be available 24 hours a day and responsible for communicating the location and type of incident to emergency responders and the Construction Safety and Security Manager.

Possible incidents include:
x Inadvertent traffic stoppages or delays
x Traffic accidents
x On-site emergencies
x Emergencies requiring police or emergency vehicles
For on-site emergencies, KST’s designated point of contact will notify local emergency provider depending on the type of incident. Individual KST employees or contractors can dial 9-1-1 in an emergency. They will be instructed to also notify KST’s designated point of contact after the 9-1- 1 KIEWIT SHEA TRAYLOR JV
CP2 TUNNEL ANO TRACK
\ ____ _
\"'" .........
' ' ' I ' I
'' ~
C::::::, Phase I Station:,
C::::::, Phase II Stations
P"ase Aligmr...: "t
P"ase G1ourd-Level
P";;:l'.>t' Sing!t>-Oo·e Tunnel Al i.i,:11r·1 enl
O Police Dci:;artmC>nt
iO Santa Clara County Sherrif s Office
@ FireStation;;
@ Fire Starions (Future!
c=J Fi<e Srarion Service Area
?1illll~o y
■ Other Projt:ct Elements
~-:_ ~ Cty Bo~rdary
N
A
Fire/Police Stations Near Project Elements
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 39 ends

1 call. KST’s designated point of contact will then follow up with local emergency providers and coordinate with other KST employees or contractors, such as guard posts at gates, to ensure emergency access.

All site roads are fire roads and will be suitable for emergency vehicle access. KST’s designated point of contact will coordinate with other KST parties to ensure that emergency access is not impeded during an emergency. Emergency vehicles will have the right-of-way on all site roads during an emergency.

8.0 CITY PERMIT REQUIREMENTS
BSVII Draft CTMP Appendix H and J contains permit requirements for City of San José and City of Santa Clara, respectively. KST has identified permits that pertain to the West Portal Early Works construction, which are highlighted in yellow and included in Appendix E – City Permit Requirements of this CTMP.

~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 40 ends

APPENDIX A – SITE LAYOUT, SEQUENCING AND

STAGING PLAN
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 41 ends

APPENDIX B – TRAFFIC CONTROL PLANS
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 42 ends

APPENDIX C – ACCESS TO BUSINESSES AND

PROPERTIES
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 43 ends

APPENDIX D – TRAFFIC OPERATION DATA AND

ANALYSIS
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK
CTMP for West Portal Early Works Revision Number: 8 Date: 08/27/2025

Page 44 ends

APPENDIX E – CITY PERMIT REQUIREMENTS
~ KIEWIT SHEA TRAYLOR JV
~ CP2 TUNNEL ANO TRACK

CITY OF SANTA CLARA
CP2 POWER
POLE

CALTRANS
POWER
POLE

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH

AC SWITCHGEAR (NIC)

SNH/SNS

GROUNDING
PAD

GROUNDING

PAD DC SWITCHGEAR (NIC)
DITCH

3.00'

8.00'
12K DIED DIESEL
RA 4K CLE

ESEL I D
60W x 60L x 22H

SHOP TENT

LUBE CONEX

EX ON C TA AZM H

PARTS / FILTER

CONEX XE ON E C AG R TO S HOSE CONEX

WELD CONEX SHOP CONEX DRY SHACK

EX NOC

WASHDOWN
AREA

WAREHOUSE

CONEXES
5100 [16'- 9 1/16"]

BAR SCALE
(1" = 30')
0 30' 60' 15'30'
CONTRACT NO.

DESCRIPTION CHK BY DATE REV APP
DESIGNED:DRAWN:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
REV. SCALE AT D SIZE
SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
KST Logo.png
N

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
P0509_2-JMA-WPORT-XX-M2-CI-E15111 XX

XXXXXXXXX-XX-XXXX
1"=30'CT-E15111
----

ROUNDING GROUNDING
PAD

ROUNDING O N GRUDING
PAD
DITCH

3.00'
00' 8.

E D D 2K 1 DIED DIESEL 12
RA K4 CLE

EL ES I D
60W x 60L x 22H 0

SHOP TENT

LUBE CONEX

EX ON C TA AZM H

PARTS / FILTER

X CONE XE ON E C AG R TO S X NE O SE C OH

NEX O ELD C W X SHOP CONEX H DRY SACK

EX NOC

WASHDOWN
AREA

WAREHOUSE AR O

CONEXES
5100 [16'- 9 1/16"] 0
Stage 1 - Site Grading Area of Grading Construction Vehicle Entrance Truck Queuing and Staging

CITY OF SANTA CLARA
CP2 POWER
POLE

CALTRANS
POWER
POLE

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH

AC SWITCHGEAR (NIC)

SNH/SNS

GROUNDING
PAD

GROUNDING

PAD DC SWITCHGEAR (NIC)
DITCH

3.00'

8.00'
12K DIED DIESEL
RA 4K CLE

ESEL I D
60W x 60L x 22H

SHOP TENT

LUBE CONEX

EX ON C TA AZM H

PARTS / FILTER

CONEX XE ON E C AG R TO S HOSE CONEX

WELD CONEX SHOP CONEX DRY SHACK

EX NOC

WASHDOWN
AREA

WAREHOUSE

CONEXES
5100 [16'- 9 1/16"]

BAR SCALE
(1" = 30')
0 30' 60' 15'30'
CONTRACT NO.

DESCRIPTION CHK BY DATE REV APP
DESIGNED:DRAWN:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
REV. SCALE AT D SIZE
SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
KST Logo.png
N

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
P0509_2-JMA-WPORT-XX-M2-CI-E15111 XX

XXXXXXXXX-XX-XXXX
1"=30'CT-E15111
----
DITCH
00' 3.
00' 8.
60W x 60L x 22H 0

SHOP TENT

LUBE CONEX

EX ON C TA AZM H

PARTS / FILTER

X CONE XE ON E C AG R TO S X NE O SE C OH

NEX O ELD C W X SHOP CONEX H DRY SACK

EX NOC

WASHDOWN
AREA

WAREHOUSE AR O

CONEXES
Stage 2 - Site Development Area of Construction Construction Vehicle Entrance Truck Queuing and Staging

CITY OF SANTA CLARA
CP2 POWER
POLE

CALTRANS
POWER
POLE

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH

AC SWITCHGEAR (NIC)

SNH/SNS

GROUNDING
PAD

GROUNDING

PAD DC SWITCHGEAR (NIC)
DITCH

3.00'

8.00'
12K DIED DIESEL
RA 4K CLE

ESEL I D
60W x 60L x 22H

SHOP TENT

LUBE CONEX

EX ON C TA AZM H

PARTS / FILTER

CONEX XE ON E C AG R TO S HOSE CONEX

WELD CONEX SHOP CONEX DRY SHACK

EX NOC

WASHDOWN
AREA

WAREHOUSE

CONEXES
5100 [16'- 9 1/16"]

BAR SCALE
(1" = 30')
0 30' 60' 15'30'
CONTRACT NO.

DESCRIPTION CHK BY DATE REV APP
DESIGNED:DRAWN:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
REV. SCALE AT D SIZE
SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
KST Logo.png
N

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
P0509_2-JMA-WPORT-XX-M2-CI-E15111 XX

XXXXXXXXX-XX-XXXX
1"=30'CT-E15111
----
5100 [16'- 9 1/16"] 0
Stage 3 - Precast Plant and TBM Segment Storage Area of Construction Construction Vehicle Entrance Truck Queuing and Staging

CITY OF SANTA CLARA
CP2 POWER
POLE

CALTRANS
POWER
POLE

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH

AC SWITCHGEAR (NIC)

SNH/SNS

GROUNDING
PAD

GROUNDING

PAD DC SWITCHGEAR (NIC)
DITCH

3.00'

8.00'
12K DIED DIESEL
RA 4K CLE

ESEL I D
60W x 60L x 22H

SHOP TENT

LUBE CONEX

EX ON C TA AZM H

PARTS / FILTER

CONEX XE ON E C AG R TO S HOSE CONEX

WELD CONEX SHOP CONEX DRY SHACK

EX NOC

WASHDOWN
AREA

WAREHOUSE

CONEXES
5100 [16'- 9 1/16"]

BAR SCALE
(1" = 30')
0 30' 60' 15'30'
CONTRACT NO.

DESCRIPTION CHK BY DATE REV APP
DESIGNED:DRAWN:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
REV. SCALE AT D SIZE
SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
KST Logo.png
N

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
P0509_2-JMA-WPORT-XX-M2-CI-E15111 XX

XXXXXXXXX-XX-XXXX
1"=30'CT-E15111
----
Stage 4 - TBM Shaft and Muck Bin TBM Shaft Muck Bin Grout Plant Construction Entrances Truck Queuing and Staging Newhall Drive
Newhall Drive

CITY OF SAN JOSE

CITY OF SANTA CLARA
BROKAW RD.

NEWHALL ST.

NEWHALL DR.

SNH/SNS

HIGH VOLTAGE SUBSTATION SNH
(DESIGN BY OTHERS)

AC SWITCHGEAR (NIC)

SNH/SNS
STOCKTON AVE.
ling ooC
Tower
Unit
on it a bst uS

REBAR CAGE MONORAIL

REBAR CAGE FEEDER OR CAROUSEL

REBAR CLOSING HYDRAULICALLY

REBAR CLOSING STATION

REBAR CAGE STATION

QUALITY CHECKING STATION

COVER CLOSING HYDRAULICALLY

AUTOMATIC MOULD COVER

CONCRETING STATION

WAITING STATION

ROBOT SURFACE FINISHING STATION

COVER OPRNING & CLOSING HYDRAULICALLY MOULD CLEANING STATION CROSS TRANSFER 2 DEMOULDING STATION MOULD OPENING HYDRAULICALLY CROSS TRANSFER 1

PRE-STACKING AREA

TILTING TABLE

ENI L N IO AT UCA EV

REBAR CAGE MONORAIL

GLUE S TOOL

E GLU ARE HARDW
40' 40'
SUPPLIES SUPPLIES 40'
5100 [16'-9 1/16"]
10' 40' QC STEAMER AIR COMP 40' 40'
40' BREAK ROOM PARTS BP OFFICE 10'
40'

SLURRIFIER/

STORAGE

PIG VENT LINE STORAGE

INTERIOR CONCRETE BUILDOUT AREA

CRAWLER CRANE PAD

PRECAST PLANT
(DESIGN BY OTHERS)

AB GROUT PLANT
(DESIGN BY OTHERS)

LINEAR PLANT STAGING/STORAGE

SOIL CONDITIONER

STORAGE TANKS
BACKUP

GENERATOR COMPRESSOR AIR TANKS (DESIGN BY OTHERS)
PARKING: 187 SPOTS
WATER

TREATMENT
PLANT

KST MV SUBSTATION
(DESIGN BY OTHERS) LINEAR PLANT STORAGE

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)

GANTRY CRANE
(DESIGN BY OTHERS) GANTRY CRANE (DESIGN BY OTHERS) DETENTION BASIN

FIELD OFFICES

SOE TUNNEL
(DESIGN BY OTHERS)

AT HOME STORE

SPRINT FACILITY

PAYPAL PARK

HUNTER STORM CONSTRUCTION

TAILGATE LOT
SPRINT

FACILITY

MEDICAL

LA NT E K R OC L TBM DRUM & SPARE STORAGE

GROUNDING
PADS
480V
DROP 2
SOE

CONTRACTOR
480V DROP 3

PCTL PLANT
(DESIGN BY OTHERS)
480V
DROP 1

OFFICES

WAREHOUSE ELECTRICAL SHOP MECHANICAL SHOP
TUNNEL

VENT FANS
(SIZE TBD)

MAINTENANCE
SHOP

DC SWITCHGEAR (NIC)
880

TBM SEGMENT STORAGE
(DESIGN BY OTHERS)
NEWHALL DR.

INTERIOR CONCRETE BUILDOUT AREA
(DESIGN BY OTHERS)

VTA PROPERTY

CITY PROPERTY

UPRR PROPERTY

VTA PROPERTY
NEWHALL DR.

BAR SCALE
(1" = 30')
0 30' 60' 15'30'
CONTRACT NO.

DESCRIPTION CHK BY DATE REV APP
DESIGNED:DRAWN:CHECKED:APPROVED:

PAGE NO.

DRAWING FILE IDENTIFIERSUITABILITY DESCRIPTION
REV. SCALE AT D SIZE
SUIT. CODE
SHEET NO.

DATE:

VTA'S BART SILICON VALLEY PHASE II

EXTENSION PROJECT
---- 1"=30'
CT-E15111
ZWAWABRJM11/22/2022
P0509_2-JMA-WPORT-XX-M2-CI-E15111

WEST PORTAL

SITE LAYOUT
LEGEND:

CONCRETE PAVEMENTOR SLAB

ASPHALT PAVEMENTAGGREGATE BASEVTA RIGHT OF WAYTOP OF DITCH

EASEMENTFENCE/ GATE

TRACK CENTERLINE
0 11/11/22 ZW ABR JM 60% PROGRESS PRINT

APPROVEDAPPROVED
JMA CIVIL INC.

KIEWIT SHEA TAYLOR JV

PROJECTIDENTIFICATION SIGN

PROJECTIDENTIFICATION SIGN
C44-CA SIGN
C44-CA SIGN
100'-0"
100'-0"
C44-CASIGN
100'-0"
CTMP for West Portal Early Works Revision Number: 02 Date: 04/DD/2023 Page i
Table of Contents

1.0 INTRODUCTION .................................................................................................... C-1

2.0 GENERAL INFORMATION .................................................................................... C-2

2.1 Hours of Operations ............................................................................................... C-2

2.2 Busiest Time of Day ............................................................................................... C-2

2.3 Written and Spoken Languages and Accommodations Needed ............................. C-2

2.4 Number of Employees and Visitor .......................................................................... C-2

2.5 Renovations and Expansions ................................................................................. C-3

3.0 ACCESS FOR EMPLOYEES AND CUSTOMERS ................................................. C-3

3.1 Access for Employees and Customers ................................................................... C-3

3.2 Arrival Times – Weekdays ..................................................................................... C-3

3.3 Arrival Times – Weekends ..................................................................................... C-3

4.0 SPECIAL EVENTS AND ROUTINE OPERATION ................................................. C-3

5.0 DELIVERY AND CITY SERVICES ......................................................................... C-3

5.1 Trash ..................................................................................................................... C-3

5.2 Mail ........................................................................................................................ C-4

5.3 Deliveries ............................................................................................................... C-4

5.4 Loading and Unloading .......................................................................................... C-4

6.0 ADDITIONAL INFORMATION PROVIDED ............................................................ C-4

7.0 INDIVIDUAL INTERVIEW DOCUMENTATION ...................................................... C-4

8.0 SPRINT FACILITY ACCESS .................................................................................. C-4

~ KIEWIT SHER TRAYLOR JV
~ CP2 TUHHEL AND TRACK
CTMP for West Portal Early Works Revision Number: 02 Date: 04/DD/2023 Page C-1

1.0 INTRODUCTION
This attachment summarizes local business information and access needs by topic, specifically for the area of West Portal. The information is extracted from the BSVII Draft CTMP Appendix B – Summary of Access and Service Needs Memorandum, dated 12/15/2020 and 1/21/2021, with additional verification and supplementation from December 2022.

This attachment only summarizes key businesses and facilities near the West Portal site and is not an exhaustive list. However, KST has reviewed all property access near the site, as presented in the attached Property Access Exhibit, and will ensure that no property access is impacted for the Early Works, even if the property is not included in this appendix. See the table below for a summary of key businesses and facilities included in this appendix.

Table 1 - Key Businesses and Facilities
No. Name Type Impact Business
Hours
Address Contact Phone Email
1 Apple Research and
Development
N 6 am to 6 pm 335 Brokaw
Road, Santa
Clara, CA
95050
John
Rickard III
650-208-4081 [email protected]
2 New Eden
Spa
Salon/Personal
Services
N 10 am to 9 pm 1335 Coleman
Avenue, Santa
Clara, CA
95050
Antion
Zhu
408-320-2878 [email protected]
3 PayPal
Park
Stadium N 8 am to 9 pm 1123 Coleman
Avenue, San
José, CA
95110
Luke De
Vogelaere
408-556-7742
650-804-9031
ldevogelaere
@sjearthquakes.com
4 Santa
Clara
University
School N 6 am to 9 pm
(Weekday)
Residents
remaining on
campus through
the weekend
500 El Camino
Real, Santa
Clara, CA
95053
Chris
Shay
408-551-1606 [email protected]
5 Costco
Wholesale
Retailer N 9 am to 8:30 pm
(Weekday)
9 am to 7 pm
(Weekend)
1601 Coleman
Avenue, Santa
Clara, CA
95050
Javier
Zuniga
408-567-9000
Ext. 1
N/A
6 Coleman
Highline
Office
Development
N 7 am to 6 pm
(Weekday)
Mostly closed on
weekends
West of
Coleman Ave
between
Champions
Way and
Earthquakes
Way
Todd
Trekell
408-200-8904 todd
@hunterproperties.com
~ KIEWIT SHER TRAYLOR JV
~ CP2 TUHHEL AND TRACK
CTMP for West Portal Early Works Revision Number: 02 Date: 04/DD/2023 Page C-2

2.0 GENERAL INFORMATION

2.1 HOURS OF OPERATIONS
Below are the hours of operations for local businesses and facilities as of December 2022. x Apple: 6 a.m. to 6 p.m.
x New Eden Spa: 10 a.m. to 9 p.m.
x Costco Wholesale:
o Weekday: 9 a.m. to 8:30 p.m.
o Weekend: 9 a.m. to 7 p.m.
x PayPal Park:
o 8 a.m. to 9 p.m.
o Pre-event setup approximately 8 to 10 hours
o Attendees’ arrival is 4 to 5 hours prior to start time x Coleman Highline:
o Weekday: 7 a.m. to 6 p.m. for the majority of the facility x Santa Clara University (14,000 students and 2,000 staff/faculty):
o Weekday: 6 a.m. to 9 p.m.
o Residents remaining on campus through the weekend

2.2 BUSIEST TIME OF DAY
Below are the busiest times of day for local businesses and facilities. x Apple: Weekday morning before 12 p.m.
x New Eden Spa: Weekday afternoon between 12 p.m. and 5 p.m. x Costco Wholesale: Busy all-day
x PayPal Park:
o Weekday: Evening after 5 p.m. kick-off time
o Weekend: Afternoon kick-off at 12 p.m. and evening after 5 p.m. x Coleman Highline: Weekday morning from 9 a.m. to 12 p.m.

2.3 WRITTEN AND SPOKEN LANGUAGES AND ACCOMMODATIONS
NEEDED
Below are written and spoken languages commonly used by the local businesses’ employees and customers besides English, and any special accommodations needed. x New Eden Spa: Mandarin
x Costco Wholesale: Spanish
x PayPal Park: Spanish

2.4 NUMBER OF EMPLOYEES AND VISITOR
x Coleman Highline: At least 2,900 employees when the Verizon construction is completed in December 2021; approximately 100 to 150 daily visitors
~ KIEWIT SHER TRAYLOR JV
~ CP2 TUHHEL AND TRACK
CTMP for West Portal Early Works Revision Number: 02 Date: 04/DD/2023 Page C-3

2.5 RENOVATIONS AND EXPANSIONS
Below are businesses that might conduct renovations/expansions in the next 2 to 10 years. x PayPal Park: Plan to conduct major renovation in conjunction with the Coleman Highline construction x Coleman Highline: Additional construction of the development through December 2021 (Verizon); Phase 4 (between Verizon and Aviation Ave) 300,000 SF to be completed once a tenant is obtained with estimated construction start of 2023.

3.0 ACCESS FOR EMPLOYEES AND CUSTOMERS

3.1 ACCESS FOR EMPLOYEES AND CUSTOMERS
Businesses near the West Portal area noted that most of their employees and customers will access the properties by driving. The majority will park in the businesses’ owned parking lot or a shared parking lot, including PayPal Park. Downtown locations are more likely to have parking on the street nearby or parking garages.

For schools, there are no schools currently using school buses. At least half of the staff and faculty regularly drive, most parking in on-site school parking lots. Santa Clara University provides residential parking lots and commuter parking garages for staff, faculty and students. Most students live on or near campus and can walk to classes.

3.2 ARRIVAL TIMES – WEEKDAYS
At most locations, employees and customers tends to arrive before 12 p.m. on weekdays. See below for additional details.
x PayPal Park: 8 to 10 hours in advance of events, as early as 9 a.m. x Coleman Highline: 7 a.m. to 9 a.m.
x Santa Clara University:
o Staff/students arrive 7 a.m. to 9 a.m.
o Staff/students leave 3:30 p.m. to 5 p.m.
o Graduate students arrive 4 p.m. to 6 p.m. for night classes

3.3 ARRIVAL TIMES – WEEKENDS
At most locations, facilities will be closed on weekends with no arrivals. Notable businesses open on weekends near West Portal include PayPal Park and Costco Wholesale. See below for additional details. x PayPal Park: 8 to 10 hours in advance of events, as early as 9 a.m.

4.0 SPECIAL EVENTS AND ROUTINE OPERATION
PayPal Park will host events throughout the year, which will be considered and coordinated as routine operation.

5.0 DELIVERY AND CITY SERVICES

5.1 TRASH
x Costco Wholesale: Everyday between 6 a.m. and 7 a.m.
~ KIEWIT SHER TRAYLOR JV
~ CP2 TUHHEL AND TRACK
CTMP for West Portal Early Works Revision Number: 02 Date: 04/DD/2023 Page C-4
x PayPal Park: Based on events; no regular hours
x Coleman Highline: Early mornings; specific days are unknown

5.2 MAIL
x Coleman Highline: 8 a.m. to 12 p.m.

5.3 DELIVERIES
x Costco Wholesale: 3 to 4 trucks from 3 a.m. to 6 a.m., 2 trucks from 8 a.m. to 10 a.m., and 2 trucks from 4 p.m. to 6 p.m.

5.4 LOADING AND UNLOADING
x Apple: Several times a week, a loading dock
x New Eden Spa: Not required, FedEx/UPS Deliveries in the parking lot take 1 to 10 minutes each x Costco Wholesale: Multiple times a day from 8 a.m. to 12 p.m., has a loading dock, 1 to 10 minutes per delivery
x PayPal Park: Has a loading dock behind the stadium and passenger pick up and drop off is currently at the intersection at Coleman with post COVID plans to reevaluate location. No deliveries take place during events but do receive bulk deliveries several times a week and smaller FedEx/UPS deliveries daily from 8 a.m. to 3 p.m.
x Coleman Highline: Multiple times a day, typically from 8 a.m. to 12 p.m. with a varied time per delivery. Loading docks are available in Buildings 1, 2 (Brandley), 3, and 4 (Aviation Ave).

Depending on direction of arrival, the delivery vehicles would need to make a left turn into the main campus, but not directly to the loading dock
x Santa Clara University: Once a day in the shipping & receiving area loading dock at the dinning hall (opposite side of campus from transit center)

6.0 ADDITIONAL INFORMATION PROVIDED
x Apple: Testing lab on site. Apple will internally confirm whether they will be impacted by vibrations due to the tunnel boring machine, but it is unlikely as the West Portal is far from the Apple site. x PayPal Park: Requested that the TPMP be reviewed and continue to coordinate with the Coleman Highline development.
x Santa Clara University: Expressed concerns about the main gate at El Camino Real and Palm Drive.

The West Portal Early Works will not affect the main entrance as trucks will not be routed through El Camino Real.

7.0 INDIVIDUAL INTERVIEW DOCUMENTATION
Individual interview documentation and applicable attachments from the BSVII Draft CTMP Appendix B – Summary of Access and Service Needs Memorandum, dated 12/15/2020 and 1/21/2021, for businesses and facilities near the West Portal site, are attached to this appendix.

8.0 SPRINT FACILITY ACCESS
There is an existing Sprint fiber optics facility, located at 801 Newhall Drive, as well as an existing fiber optic line at the West Portal site operated by Sprint. The existing fiber optic line is proposed to be relocated, but remaining within the West Portal site. KST has been noted that Sprint has an easement for ~ KIEWIT SHER TRAYLOR JV
~ CP2 TUHHEL AND TRACK
CTMP for West Portal Early Works Revision Number: 02 Date: 04/DD/2023 Page C-5
accessing their facilities and fiber optic lines through the VTA-owned West Portal site. KST is in coordination with VTA and Sprint to ensure that their access will not be impacted by the construction activities at West Portal.
~ KIEWIT SHER TRAYLOR JV
~ CP2 TUHHEL AND TRACK
SCALE:

DATE:
383 4th Street, Ste. 201
Oakland, CA 94607
T: 925.400.4356
www.jmacivil.com
Cities of San Jose and Santa Clara

NEWHALL YARD ATTACHMENT C

PROPERTY ACCESS EXHIBIT

AS NOTED
12/05/2022

WONDO WAY

CHAMPIONS WAY
AVIATION AVE.

COLEMAN AVE.

BROKAW ROAD

EL CAMINO REAL
DE LA CRUZ BLVD.

COSTCO

WHOLESALE

NEW EDEN
SPA
APPLE

COLEMAN

HIGHLINE

COLEMAN

HIGHLINE

EXISTING SANTA

CLARA STATION
SWVA
TA

UNIMPACTED DRIVEWAY LOCATIONPROJECT SITE
N
CZ:: .......
c::> CZ::
;;::! = c::c .....
e:=
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en...,._ =
~= 3:-
....... c::> :.2---.

SCALE:

DATE:
383 4th Street, Ste. 201
Oakland, CA 94607
T: 925.400.4356
www.jmacivil.com
Cities of San Jose and Santa Clara

NEWHALL YARD ATTACHMENT C

PROPERTY ACCESS EXHIBIT

AS NOTED
12/05/2022

COLEMAN

HIGHLINE
PAYPAL
PARK
COLEMAN AVE.

WONDO WAY
VATA AVIION AVE.

EARTHQUAKES WAY
NEWHALL DR.

NEWHALL DR.

NEWHALL ST. AL
AIRPORT BLVD.

AH WI-880 MCKENDRIE ST. W HEDDING ST. CHESTNUT ST.

EL CAMINO REAL CAMPBELL AVE. N

UNIMPACTED DRIVEWAY LOCATIONPROJECT SITE
CZ:: ....... __,
c::> CZ::
c::c >- ..... = CZ:: = .....
c::c ....... ....... ::>
en = ..... ~
3: =
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:.2 .....
1 Date: 11/30/20 @ 15:52pm
Organization: Apple
Type of Organization: Research and Development
Attendees: Rod Diridon, John Rickard III, Monica F., Erica R.

Project Area: Santa Clara
Address: 335 Brokaw Road, Santa Clara, CA 95050
Main Point of Contact
Name: John Rickard III
Phone Number: 650-208-4081
Email Address: [email protected]
------------------------------------------------------------------------------------------------------------------------------ Question Letter
Answer Comments

1. Are you this business or organization’s
owner or manager?
a. Yes
b. No
A

2. Has your business, organization, or
institution made any operational or access
changes due to Santa Clara County Public
Health orders due to COVID-19 (e.g. offer
outdoor seating, outdoor retail or services,
added a virtual storefront, created pick-up
area, increased customer delivery)? If yes,
please describe..
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer /
Not applicable
C

3. What are your hours of operation?
(i.e. M-F 8 am – 5 pm)
6am to 6 pm

4. Please select your typically busiest times:
a. Weekday Morning (before 12 Noon)
b. Weekday Afternoon (between 12
Noon and 5 p.m.)
c. Weekday Evening (after 5 p.m.)
d. Weekend Morning (before 12
Noon)
e. Weekend Afternoon (between 12
Noon and 5 p.m.)
f. Weekend Evening (after 5 p.m.)
g. Not sure / Prefer not to answer /
Not applicable
Weekday Morning (before 12
Noon)
8:30 am to 10 am

Page 46 of 213 ends

2 Question Letter
Answer Comments

5. What language(s) is(are) spoken and/or
written by you, your employees, and your
customers (including advertising and
reading technical documents, such as legal
or financial documents)?
a. English
b. Spanish / Español
c. Portuguese / Português
d. Mandarin / ₎ㄒ
e. Cantonese / 䲜媅
f. Vietnamese / TiӃng ViӋt
g. Tagalog
h. Other (please specify)
A

6. Approximately how many employees or
volunteers do you have?
a. 1
b. 2-9
c. 10-35
d. 36-50
e. 51+
O Average 60

7. Approximately how many people a day
typically visit your business or
organization?
a. Fewer than 50
b. 50-99
c. 100-249
d. 250 or more
e. Not sure / Prefer not to answer /
Not applicable
A 5 people a week as vendors;
landscaping and building
services

8. Do you intend to move premises within the
next two years?
a. Yes
b. No
B
The following questions are about how your employees, volunteers, customers, students, and visitors access your business, organization, or institution.

Question Letter
Answer Comments

9. Do they have access to transit, such as
buses or light rail, at your location?
a. Yes
b. No
c. Not sure / Prefer not to answer
A

Page 47 of 213 ends

3 Question Letter
Answer Comments

10. How many of them regularly drive to your
business, organization, or institution?
a. None
b. Few than half
c. About half
d. More than half
e. All
f. Not sure / Prefer not to answer /
Not applicable
D

11. If they drive, where do they typically park?
a. Owned parking lot
b. Shared parking lot
c. Street parking nearby
d. Street parking in surrounding
neighborhood
e. Not sure/ Prefer not to answer /
Not applicable
A There is the option to have an
Apple shuttle from a campus,
but not typical for this site.

Owned parking lot

12. If applicable, please provide the address
or approximate location of any shared
parking lot or garage.

No response

13. What time of day do they typically arrive?
(Check all that apply)
a. Weekday Morning (before 12
Noon)
b. Weekday Afternoon (between 12
Noon and 5 p.m.)
c. Weekday Evening (after 5 p.m.)
d. Weekend Morning (before 12
Noon)
e. Weekend Afternoon (between 12
Noon and 5 p.m.)
f. Weekend Evening (after 5 p.m.)
g. Not sure / Prefer not to answer /
Not applicable
A

14. Does your business, organization, or
institution host regular or occasional
special events? Examples include
promoted sales and cultural holidays. If
yes, please describe the dates, times,
size, and any other relevant event
information.
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer /
Not applicable
B

Page 48 of 213 ends

4 Question Letter
Answer Comments

15. Please describe or list your approximate
delivery, mail, and trash schedules. (e.g.
deliveries on Mondays at 7:00 am and
trash pick-ups on Thursdays at 9:00 am).

Follow up in progress

16. Does your business, organization, or
institution require passenger and/or goods
loading and unloading?
a. Yes
b. No
A

17. Does your business, organization, or
institution use or have access to any of
the following?
a. Yellow curb (delivery)
b. White curb (passenger drop-off)
c. Loading dock
d. None of the above
e. Not sure / Prefer not to say / Not
applicable
C

18. If yes, provide the address or approximate
location of your loading areas (yellow curb
and/or loading dock).

Follow up in progress

19. How often does your business,
organization, or institution require bulk
loading and/or unloading?
a. Once per day
b. Multiple times per day
c. Several times per week
d. Several times per month
e. Several times per year
f. None
g. Not sure / Prefer not to answer
C Follow up in progress

20. Do delivery vehicles need to make a left
turn to enter your loading area?
a. Yes
b. No
c. Not sure / Prefer not to answer /
Not applicable
B

21. What is the busiest time for loading and
unloading deliveries at your business,
organization, or institution?
a. 8:00 am – Noon
b. Noon – 3:00 PM
c. 3:00 – 6:00 PM
d. 6:00 PM – 8:00 AM (next day)
e. Not sure / Prefer not to answer /
Not applicable
Follow up in progress

Page 49 of 213 ends

5 Question Letter
Answer Comments

22. How long does a typical delivery loading
or unloading take?
a. 1-10 minutes
b. 11-30 minutes
c. 31-60 minutes
d. More than 60 minutes
e. It varies
f. Not sure / Prefer not to answer /
Not applicable
Follow up in progress

23. Does your business, organization, or
institution require any other
accommodations to access information or
services (e.g. printed media in an
alternate format, sign language
interpreter, assistive listening devices,
video captioning)?
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer
B

24. Is there anything else about your
business, organization, or institution you
would like to tell VTA? [comment box]
There is a testing lab on site and
Apple wants to confirm internally
that they are not affected by
vibrations but should not be a
problem as the TBM will be
daylighting at the south end of
Newhall yard, not adjacent to
Apple.

Page 50 of 213 ends

1 Date: 11/24/20 @ 14:41pm
Organization: Avaya Stadium
Type of Organization: Stadium
Attendees: Luke De Vogelaere, Gina N., Dennis K.

Project Area: Santa Clara Station
Address: 1123 Coleman Avenue, San José, CA 95110
Main Point of Contact
Name: Luke De Vogelaere
Phone Number: 408-556-7742, 650-804-9031
Email Address: [email protected]
------------------------------------------------------------------------------------------------------------------------------ Question Letter
Answer Comments

1. Are you this business or organization’s
owner or manager?
a. Yes
b. No
Director of events: parking and
traffic

3. What are your hours of operation?
(i.e. M-F 8 am – 5 pm)
MLS match setup the day
before, staff arrive 8-10 hours
prior. Fans arrive 4.5 hours to
kick-off.

Page 51 of 213 ends

2 Question Letter
Answer Comments

Some 12pm kick-off.

6. Approximately how many employees or
volunteers do you have?
a. 1
b. 2-9
c. 10-35
d. 36-50
e. 51+
E

7. Approximately how many people a day
typically visit your business or
organization?
a. Fewer than 50
b. 50-99
c. 100-249
d. 250 or more
e. Not sure / Prefer not to answer /
Not applicable
D

8. Do you intend to move premises within the
next two years?
a. Yes
b. No
B

Page 52 of 213 ends

3 The following questions are about how your employees, volunteers, customers, students, and visitors access your business, organization, or institution.

Question Letter
Answer Comments

9. Do they have access to transit, such as
buses or light rail, at your location?
a. Yes
b. No
c. Not sure / Prefer not to answer
A Route #10 turn to Route #237.

In 2017, the transit
supplemental service directly go
into the stadium got reduced. No
bus stops on Coleman Ave or
off streets near stadium.

12. If applicable, please provide the address
or approximate location of any shared
parking lot or garage.
1123 Coleman Avenue

Page 53 of 213 ends

4 Question Letter
Answer Comments

Soccer season is from late
February to early October, with
17 home games typically

15. Please describe or list your approximate
delivery, mail, and trash schedules. (e.g.
deliveries on Mondays at 7:00 am and
trash pick-ups on Thursdays at 9:00 am).

Trash: odd hours and on eventbase
No deliveries during event time.

Small deliveries (FEDEX, UPS)
come daily.

16. Does your business, organization, or
institution require passenger and/or goods
loading and unloading?
a. Yes
b. No
A

18. If yes, provide the address or approximate
location of your loading areas (yellow curb
and/or loading dock).

Behind the stadium
Pick-up & Drop-off at surface lot
at intersection at Coleman.

Future re-evaluation for PU-DO
location for resume service postCOVID.

Small deliveries (FEDEX, UPS)
come daily.

Page 54 of 213 ends

5 Question Letter
Answer Comments

20. Do delivery vehicles need to make a left
turn to enter your loading area?
a. Yes
b. No
c. Not sure / Prefer not to answer /
Not applicable
B

24. Is there anything else about your
business, organization, or institution you
would like to tell VTA? [comment box]
Review TPMP and coordinate
with Coleman Highline
Questions for larger business, organization, or institution:

Question Letter
Answer Comments

25. Does your business, organization, or
institution have a Transportation
Management Plan?
a. Yes
b. No
A

Page 55 of 213 ends

6 26. Does your business, organization, or
institution have an events calendar over
the next 10 years?
a. Yes
b. No
A

27. Does your business, organization, or
institution have any upcoming expansions
and renovations?
a. Yes
b. No
A Plan to conduct major
renovation in conjunction with
the Coleman Highline
construction. Share vendors and
share project construction.

28. VTA recognizes that large construction
projects can impact businesses. To assist
us with preparing our Small Business
Resource Study, what kinds of assistance
may be helpful for your business or
organization?
a. Support in creating budgeting,
business, staff or marketing plans
b. Help understanding business or
labor regulations
c. More information on small
business grants, loans or
programs
d. Guidance on new business
software, such as QuickBooks,
Square, or Resy
e. Assistance with negotiating a
rental lease agreement or
relocating your business
f. Creating advertising campaigns,
including radio, television, print
and social media
g. Showcasing local businesses
through fliers, posters, sidewalk
displays and wayfinding signage
h. Sponsoring local events
i. Not Applicable / Not sure / Prefer
not to answer
j. Other
No response

29. If your business or organization were
asked for administrative or financial
records in order to qualify for the types of
assistance programs discussed above,
would you be able and willing to produce
employee, financial and tax records for
the previous two calendar years?
a. Yes
b. No
B

Page 56 of 213 ends

7 30. Do you have any final comments or
suggestions?
Need to identify truck routes and
back facility maintenance back
lot. There are significant amount
of traffic accessing Coleman
Avenue for stores.

Page 57 of 213 ends

1 Date: 11/17/20 @ 14:29pm
Organization: Costco Wholesale
Type of Organization: Retailer
Attendees: Javier Zuniga, Dennis K., Gina N.

Project Area: Santa Clara
Address: 1601 Coleman Avenue, Santa Clara, CA 95050
Main Point of Contact
Name: Javier Zuniga
Phone Number: 408-567-9000 Ext. 1
Email Address: N/A
------------------------------------------------------------------------------------------------------------------------------ Question Letter
Answer Comments

1. Are you this business or organization’s
owner or manager?
a. Yes
b. No
A

3. What are your hours of operation?
(i.e. M-F 8 am – 5 pm)
mon-fri 9-830a, sat sun 9a-7pm

Page 71 of 213 ends

2 Question Letter
Answer Comments

6. Approximately how many employees or
volunteers do you have?
a. 1
b. 2-9
c. 10-35
d. 36-50
e. 51+
No response

Question Letter
Answer Comments

9. Do they have access to transit, such as
buses or light rail, at your location?
a. Yes
b. No
c. Not sure / Prefer not to answer
A Near Santa Clara Caltrain
Station; bus stop across the
street on Coleman

Page 72 of 213 ends

3 Question Letter
Answer Comments

12. If applicable, please provide the address
or approximate location of any shared
parking lot or garage.

In front of business

Page 73 of 213 ends

4 Question Letter
Answer Comments

15. Please describe or list your approximate
delivery, mail, and trash schedules. (e.g.
deliveries on Mondays at 7:00 am and
trash pick-ups on Thursdays at 9:00 am).

Trash pickup - everyday 6-7am,
delivery truck 3am-6am (3 or 4
truck load) , 2 more 8-10a, 4pm6pm

16. Does your business, organization, or
institution require passenger and/or goods
loading and unloading?
a. Yes
b. No
A

18. If yes, provide the address or approximate
location of your loading areas (yellow curb
and/or loading dock).

No response

20. Do delivery vehicles need to make a left
turn to enter your loading area?
a. Yes
b. No
c. Not sure / Prefer not to answer /
Not applicable
C

Page 74 of 213 ends

5 Question Letter
Answer Comments

24. Is there anything else about your
business, organization, or institution you
would like to tell VTA? [comment box]
No response
Questions for larger business, organization, or institution:

Question Letter
Answer Comments

25. Does your business, organization, or
institution have a Transportation
Management Plan?
a. Yes
b. No
B had TMP before redesign of the
parking lot and transit service

26. Does your business, organization, or
institution have an events calendar over
the next 10 years?
a. Yes
b. No
B Non-COVID has one year out

27. Does your business, organization, or
institution have any upcoming expansions
and renovations?
a. Yes
b. No
B

Page 75 of 213 ends

1 Date: 11/25/20 @ 11:15am
Organization: New Eden Spa
Type of Organization: Salon/Personal Services
Attendees: Antion Zhu, Dennis K., Monica F.

Project Area: Santa Clara
Address: 1335 Coleman Avenue, Santa Clara, CA 95050
Main Point of Contact
Name: Antion Zhu
Phone Number: 408-320-2878
Email Address: [email protected]
------------------------------------------------------------------------------------------------------------------------------ Question Letter
Answer Comments

1. Are you this business or organization’s
owner or manager?
a. Yes
b. No
A

3. What are your hours of operation?
(i.e. M-F 8 am – 5 pm)
10 am - 9 pm; (have been slow
since pandemic); most is
appointment only now

Page 116 of 213 ends

2 Question Letter
Answer Comments

6. Approximately how many employees or
volunteers do you have?
a. 1
b. 2-9
c. 10-35
d. 36-50
e. 51+
B 7 to 8

7. Approximately how many people a day
typically visit your business or
organization?
a. Fewer than 50
b. 50-99
c. 100-249
d. 250 or more
e. Not sure / Prefer not to answer /
Not applicable
A

8. Do you intend to move premises within the
next two years?
a. Yes
b. No
A Doesn't know how long they can
stay there with COVID impacts.

The following questions are about how your employees, volunteers, customers, students, and visitors access your business, organization, or institution.

Question Letter
Answer Comments

9. Do they have access to transit, such as
buses or light rail, at your location?
a. Yes
b. No
c. Not sure / Prefer not to answer
A 2 bus stops on Coleman

Page 117 of 213 ends

3 Question Letter
Answer Comments

12. If applicable, please provide the address
or approximate location of any shared
parking lot or garage.

In front of shop

Page 118 of 213 ends

4 Question Letter
Answer Comments

15. Please describe or list your approximate
delivery, mail, and trash schedules. (e.g.
deliveries on Mondays at 7:00 am and
trash pick-ups on Thursdays at 9:00 am).

Trash pick-up - Thinks in
morning, don't see it though;
Deliveries usually 11 am -12
pm; Mail between 10 am - 12
pm

16. Does your business, organization, or
institution require passenger and/or goods
loading and unloading?
a. Yes
b. No
B

18. If yes, provide the address or approximate
location of your loading areas (yellow curb
and/or loading dock).

No response

20. Do delivery vehicles need to make a left
turn to enter your loading area?
a. Yes
b. No
c. Not sure / Prefer not to answer /
Not applicable
C

Page 119 of 213 ends

5 Question Letter
Answer Comments

24. Is there anything else about your
business, organization, or institution you
would like to tell VTA? [comment box]
No response
Questions for larger business, organization, or institution:

Question Letter
Answer Comments

25. Does your business, organization, or
institution have a Transportation
Management Plan?
a. Yes
b. No
B

26. Does your business, organization, or
institution have an events calendar over
the next 10 years?
a. Yes
b. No
B

27. Does your business, organization, or
institution have any upcoming expansions
and renovations?
a. Yes
b. No
B

Page 120 of 213 ends

6 28. VTA recognizes that large construction
projects can impact businesses. To assist
us with preparing our Small Business
Resource Study, what kinds of assistance
may be helpful for your business or
organization?
a. Support in creating budgeting,
business, staff or marketing plans
b. Help understanding business or
labor regulations
c. More information on small
business grants, loans or
programs
d. Guidance on new business
software, such as QuickBooks,
Square, or Resy
e. Assistance with negotiating a
rental lease agreement or
relocating your business
f. Creating advertising campaigns,
including radio, television, print
and social media
g. Showcasing local businesses
through fliers, posters, sidewalk
displays and wayfinding signage
h. Sponsoring local events
i. Not Applicable / Not sure / Prefer
not to answer
j. Other
More information on small
business grants, loans or
programs
Assistance with negotiating a
rental lease agreement or
relocating your business
Creating advertising campaigns,
including radio, television, print
and social media
Showcasing local businesses
through fliers, posters, sidewalk
displays and wayfinding signage

30. Do you have any final comments or
suggestions?
No response

Page 121 of 213 ends

1 Date: 11/24/2020 at 11:00 AM
Organization: Santa Clara University
Type of Organization: Educational
Attendees: Millie Kenney, Erica R., Kate C.

Project Area: Santa Clara
Address: 500 El Camino Real, Santa Clara, CA 95053
Main Point of Contact
Name: Chris Shay
Phone Number: (408) 551-1606
Email Address: [email protected]
------------------------------------------------------------------------------------------------------------------------------ Question Letter
Answer Comments

1. Has your institution made any permanent
operational or access changes due to
Santa Clara County Public Health orders
due to COVID-19 (e.g. staggering classes?
offer outdoor seating, outdoor retail or
services, added a virtual storefront, created
pick-up area, increased customer delivery)
that you might continue to apply in the
future? If yes, please describe.
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer /
Not applicable
B

2. What are your hours of operation (staff,
school)? After school programs?
(i.e. M-F 8 am – 5 pm)
Different groups
6:00 – 9:00 PM, M-F

3. What language(s) is(are) spoken and/or
written by you, your employees, and your
students and parents (including advertising
and reading technical documents, such as
legal or financial documents)?
a. English
b. Spanish / Español
c. Portuguese / Português
d. Mandarin / ₎ㄒ
e. Cantonese / 䲜媅
f. Vietnamese / TiӃng ViӋt
g. Tagalog
h. Other (please specify)
A

Page 147 of 213 ends

2 Question Letter
Answer Comments

4. Approximately how many employees do
you have (staff and faculty)?
a. 1
b. 2-9
c. 10-35
d. 36-50
e. 51+
E 2,000 staff

5. Approximately how many students?
a. Fewer than 50
b. 50-99
c. 100-249
d. 250 or more
e. Not sure / Prefer not to answer /
Not applicable
D 14,000 students (4,000 grad
students)

6. Do you intend to move premises within the
next two years?
a. Yes
b. No
B

7. Does your business, organization, or
institution have any upcoming expansions
and renovations?
a. Yes
b. No
B Big items should be complete
before 2023
The following questions (8-12) are about how your employees, volunteers, customers, students, and visitors access your business, organization, or institution.

Question Letter
Answer Comments

8. Do you have access to transit, such as
buses or light rail, at your location?
a. Yes
b. No
c. Not sure / Prefer not to answer
A 200-400 staff taking transit
before COVID-19

9. How many of your faculty and staff
regularly drive to work?
a. None
b. Few than half
c. About half
d. More than half
e. All
f. Not sure / Prefer not to answer /
Not applicable
D

Page 148 of 213 ends

3 Question Letter
Answer Comments

10. If they drive, where do they typically park?
a. Owned parking lot
b. Shared parking lot
c. Street parking nearby
d. Street parking in surrounding
neighborhood
e. Not sure/ Prefer not to answer /
Not applicable
A & D Residential lots, commuter
garages (staff & students)
Minority park elsewhere
(residential neighborhood)

11. If applicable, please provide the address
or approximate location of any shared
parking lot or garage.

N/A

12. What time of day does staff and faculty
typically arrive? (Check all that apply)
a. 6-7am
b. 7-8am
c. 8-9am
d. other
B
C
7:30-9:00AM

13. What time of day does staff and faculty
typically leave? (Check all that apply)
a. 2-4pm
b. 3-5pm
c. 4-6pm
d. Other
B 3:30-5:00 PM

14. What is the busiest time for student dropoff?
a. 6-7am
b. 7-8am
c. 8-9am
a. other
B
C Grad students arrive 4:00-6:00
PM for night classes

15. What is the busiest time for student pickup?
a. 2-3pm
b. 3-4pm
c. 4-5pm
d. other
B
C

16. Where does student drop-off/pick-up
occur?
a. On school site
b. On street, adjacent to school
c. Other
A

Page 149 of 213 ends

4 Question Letter
Answer Comments

17. How many of your students regularly get
dropped off/picked up by car?
a. None
b. Few than half
c. About half
d. More than half
e. All
f. Not sure / Prefer not to answer /
Not applicable
No response

18. How many students use school buses? N/A

19. Do any of your students take public
transit? If so, do you know what bus stops
they use?
No response

20. How many of your students walk? Do you
have a sense of where they are walking
from? (intersection of interest)
Most students live on or close to
campus. Not a lot of students
live NE of campus

21. Does institution host regular or occasional
special events? Examples include
promoted sales and cultural holidays. If
yes, please describe the dates, times,
size, and any other relevant event
information.
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer /
Not applicable
No response

22. Please describe or list your approximate
delivery, mail, and trash schedules. (e.g.
deliveries on Mondays at 7:00 am and
trash pick-ups on Thursdays at 9:00 am).

No response

23. Does your institution require passenger
and/or goods loading and unloading?
a. Yes
b. No
No response

24. Does your institution use or have access
to any of the following?
a. Yellow curb (delivery)
b. White curb (passenger drop-off)
c. Loading dock
d. None of the above
e. Not sure / Prefer not to say / Not
applicable
No response

25. If yes, provide the address or approximate
location of your loading areas (yellow curb
and/or loading dock).

No response

Page 150 of 213 ends

5 Question Letter
Answer Comments

26. How often does your institution require
bulk loading and/or unloading?
a. Once per day
b. Multiple times per day
c. Several times per week
d. Several times per month
e. Several times per year
f. None
g. Not sure / Prefer not to answer
A Shipping & Receiving Area
Loading dock at dining hall
(shared with bookstore)
Opposite side of campus from
transit center

27. Does your business, organization, or
institution require any other
accommodations to access information or
services (e.g. printed media in an
alternate format, sign language
interpreter, assistive listening devices,
video captioning)?
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer
No response

28. Are there any other access concerns that
you’d like to make us aware of?
El Camino Real @ Palm Drive is
main gate; staffed

29. Is there anything else about your
business, organization, or institution you
would like to tell VTA? [comment box]
Very excited that BART is
coming to Santa Clara. Really
opens up Santa Clara to the rest
of the Bay Area

30. Would you be our best point of contact for
future coordination?
a. Yes
b. No
Millie and Chris Shay

Page 151 of 213 ends

1 Date: 11/19/2020
Organization: VTA Operations
Type of Organization: Public Agency/ Transit
Attendees: Jay Tyree, Kermit Cuff, Adriano R., Erica R.

Project Area: Project-wide
Main Point of Contact
Name: Jay Tyree
Phone Number: 408.321.5893
Email Address: [email protected]
MST: Robert Weber, Chief Operating Officer, 831-760-0861, [email protected] ------------------------------------------------------------------------------------------------------------------------------ Question Answer
Are there any guidelines to adhere to for
moving a stop? (timing)
The decision to relocate/consolidate bus
stops depend upon the proximity of other
stops. VTA has a preference for far side
stops over near side stops – depending on
local conditions (i.e. driveways, routes, curb
requirements)
If bus re-routing/stop changes/ is necessary -
how much advance time needs to be provided
to VTA for noticing?
Prefer 2 months notice.

Are there any dwelling locations? (layover
location and duration)
On 7th, south of Santa Clara (Hwy 17)
Are there any bus operator services that we
need to be aware of? (rest/break rooms, etc.)
1st & Basset
What is minimum bus lane width desired? 12 feet. 10 feet is the absolute minimum and require advance coordination for
anything less than 12 feet.

Page 203 of 213 ends

5 Santa Clara Station
Construction of Santa Clara Station will be limited north/east of the Caltrain tracks. Therefore no direct impact to transit infrastructure is anticipated.

Impact to passenger access via ped tunnel likely. When is highest ridership? Route Street Existing Bus Stop
within CSA? (y/n)
Left Turn? Avg Daily
Passengers at
stop
60 Coleman N (East of Brokaw) N NB 8 board,
13 alight
SB 11 board, 8
alight.

Available Routes:
- 21
- 22
- 53
- 59
- 60
- 522
From Jay Tyree:
- Absolute minimum lane width to operate service on: 10’, but anything less than 12’ can be problematic depending on local conditions, so we would ask to coordinate in advance if <12’ is anticipated at any point
- Minimum notice for potential stop impacts: 2 months
- As far as general guidance or rules, we don’t have any general guidance because particularly in a downtown environment bus stop siting decisions are driven by local conditions. The golden rule is that we are happy to work with the team to make anything work, we just need adequate notice. So reach out and we’re happy to coordinate.
- As far as the contact person for all these bus stop and lane geometry issues, it would be Michael Catangay who leads our Passenger Facilities team. You might also want to put the team’s group email in the document … [email protected]

Page 207 of 213 ends

1 Date: 12/17/2020
Organization: Hunter Storm/ Coleman Highline (1.7 M sf; not accounting for 175 key hotel)
Type of Organization: Business Complex
Attendees: Monica Fiedler-Ross, Erica Roecks, Todd Trekell Project Area: Santa Clara
Main Point of Contact
Name: Todd Trekell
Phone Number: (408) 200-8904
Email Address: [email protected]
Question Letter
Answer Comments

1. Are you this business or organization’s
owner or manager?
a. Yes
b. No
A Manager

2. Has your business, organization, or
institution made any operational or access
changes due to Santa Clara County Public
Health orders due to COVID-19 (e.g. offer
outdoor seating, outdoor retail or services,
added a virtual storefront, created pick-up
area, increased customer delivery)? If yes,
please describe.
a. Yes [comment box]
b. No
c. Not sure / Prefer not to answer /
Not applicable
C

3. What are your hours of operation?
(i.e. M-F 8 am – 5 pm)
7 am to 6 pm M – F for bulk of
campus

Page 20 of 39 ends

2 Question Letter
Answer Comments

6. Approximately how many employees or
volunteers do you have?
a. 1
b. 2-9
c. 10-35
d. 36-50
e. 51+
E 2,900 employees assumed with
Verizon built out. Verizon
construction expected to end
and occupied December 2021

7. Approximately how many people a day
typically visit your business or
organization?
a. Fewer than 50
b. 50-99
c. 100-249
d. 250 or more
e. Not sure / Prefer not to answer /
Not applicable
C 100-150

8. Do you intend to move premises within the
next two years?
a. Yes
b. No
B
Question Letter
Answer Comments

9. Do they have access to transit, such as
buses or light rail, at your location?
a. Yes
b. No
c. Not sure / Prefer not to answer
C

Page 21 of 39 ends

3 Question Letter
Answer Comments

11. If they drive, where do they typically park?
a. Owned parking lot
b. Shared parking lot
c. Street parking nearby
d. Street parking in surrounding
neighborhood
e. Not sure/ Prefer not to answer /
Not applicable
A Come in on Earthquakes Way,
Aviation Avenue, or Champions
Way, or left from Coleman Ave
going west bound

12. If applicable, please provide the address
or approximate location of any shared
parking lot or garage.

See map

Page 22 of 39 ends

4 Question Letter
Answer Comments

15. Please describe or list your approximate
delivery, mail, and trash schedules. (e.g.
deliveries on Mondays at 7:00 am and
trash pick-ups on Thursdays at 9:00 am).

Utilities (trash, power, water)
building for Verizon is off of
Champions Way (trash comes
early in morning); Buildings 3
and 4’s utility building is up by
Aviation Ave; Buildings 1 and 2
is off Bradley; A majority of
access for utilities comes off of
Aviation Ave and Center St

16. Does your business, organization, or
institution require passenger and/or goods
loading and unloading?
a. Yes
b. No
A Verizon will have scissor lifts;
Location of the goods loading
and unloading are at Buildings 3
and 4 (by utility building off of
Aviation Ave) and Buildings 1
and 2 (off of Bradley)

18. If yes, provide the address or approximate
location of your loading areas (yellow curb
and/or loading dock).

See map

20. Do delivery vehicles need to make a left
turn to enter your loading area?
a. Yes
b. No
c. Not sure / Prefer not to answer /
Not applicable
C They would potentially need to
make a left turn to access the
site overall. Internal circulation
should not be affected by
project. See map

Page 23 of 39 ends

5 Question Letter
Answer Comments

24. Is there anything else about your
business, organization, or institution you
would like to tell VTA? [comment box]
No response
Questions for larger business, organization, or institution:

Question Letter
Answer Comments

25. Does your business, organization, or
institution have a Transportation
Management Plan?
a. Yes
b. No
a Thinks it would be included in
Avaya Stadium’s (concluded
that it is not)

26. Does your business, organization, or
institution have an events calendar over
the next 10 years?
a. Yes
b. No
No response

Page 24 of 39 ends

6 27. Does your business, organization, or
institution have any upcoming expansions
and renovations? (construction Plans)
a. Yes
b. No
Verizon’s building is expected to
be complete in December 2021;
Phase 4 (parcel between
Verizon’s and Aviation Ave) of
Coleman Highline – no
construction until have tenant
300,000 sf – would estimate
construction to start 2023

Page 25 of 39 ends

Page 26 of 39 ends

Utility and loading for
buildings 1 and 2
utility and loading for
buildings 3 and 4
utility and loading for
Verizon building
175 key hotel
signal should be
installed in next
couple of months
left turn access point
will be parking
Coleman Highline
Interviewed Area
(excludes 175 key
hotel)
Earthquakes Way
Bradley
Champions Drive
Champion
Parkway
Coleman Ave
Aviation Ave
Champions Way
Brokaw Road
Verizon
Campus
Parking Structures

Page 27 of 39 ends

D-1 LOS RESULTS SUMMARY TABLES
Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
A1 Brokaw Rd
Existing 2023
Approach Volume 110 22 106 27 6 19 18 317 33 217 978 164 252 13 375 160 29 12 10 1308 51 250 473 45% Heavy Vehicles 9 9 9 0 0 0 11 11 11 4 4 4 0 0 0 1 1 1 1 1 1 2 2 2Turn Bay Length (Ft) 250 100 150 320 250 100 150 32095th % Queue (Ft) #233 89 61 38 48 141 0 307 375 #423 265 217 49 30 #924 0 #450 126Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 110 22 110 27 6 19 18 317 33 221 978 164 252 13 379 160 29 12 10 1348 51 254 525 45% Heavy Vehicles 9 9 11 0 0 0 11 11 11 6 4 4 0 0 1 1 1 1 1 1 1 2 2 295th % Queue (Ft) #233 90 61 38 48 143 0 311 377 #423 270 217 49 30 #964 0 #460 130Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 110 22 115 27 6 19 18 317 33 226 978 164 252 13 385 160 29 12 10 1348 51 259 525 45% Heavy Vehicles 9 9 15 0 0 0 11 11 11 8 4 4 0 0 2 1 1 1 1 1 1 4 2 295th % Queue (Ft) #233 92 61 38 48 146 0 316 377 #423 279 217 49 30 #964 0 #475 126Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 285 23 150 27 6 20 19 496 33 222 1113 167 275 14 364 163 29 12 10 1466 227 298 665 46% Heavy Vehicles 9 9 9 0 0 0 11 11 11 4 4 4 0 0 0 1 1 1 1 1 1 2 2 295th % Queue (Ft) 240 240 46 46 46 0 46 160 0 244 65 m124 m127 347 149 151 0 30 #636 114 #592 266Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 285 23 154 27 6 20 19 496 33 226 1113 167 275 14 368 163 29 12 10 1508 227 303 718 46% Heavy Vehicles 9 9 8 0 0 0 11 11 11 6 4 4 0 0 1 1 1 1 1 1 1 2 2 295th % Queue (Ft) 243 243 48 46 46 0 46 162 0 244 65 m105 m108 223 149 151 0 30 #665 118 #601 144Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 285 23 159 27 6 20 19 496 33 231 1113 167 275 14 373 163 29 12 10 1508 227 308 718 46% Heavy Vehicles 9 9 11 0 0 0 11 11 11 8 4 4 0 0 3 1 1 1 1 1 1 4 2 295th % Queue (Ft) 197 195 46 46 46 0 46 162 0 320 137 m126 m130 383 149 151 0 30 #665 118 #601 128Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS C

27.8 C 55.2 E

60.3 89.3 22.0

EECBBEF
C

25.6 C 56.5 E

60.8 66.3 28.4 16.0 17.7

60.3 90.4 22.4

EECBCEF
C

27.3 C 52.8 D

61.5 66.3 27.2 12.6 20.5

60.3 79.8 28.5

EECBBEE
B

26.5 C 128.1 F

69.0 66.3 26.2 13.7 17.6

66.8 223.8 18.6

FECBEEF
B

26.3 C 126.0 F

81.7 65.2 25.9 15.2 79.4

66.9 219.0 17.7

FECBEEF
B

26.1 C 116.7 F

82.3 65.3 24.7 15.2 79.4

66.9 196.6 18.0

FECBEEF
AM PM

82.7 65.3 23.6 15.4 79.8
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A2 Champions Way
Existing 2023
Approach Volume 5 5 453 6 2 1352 5 5 1952 6 9 773% Heavy Vehicles 0 0 6 6 3 3 0 0 1 1 3 3Turn Bay Length (Ft) 250 25095th % Queue (Ft) 20 15 58 m3 289 18 14 m411 m27 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 5 5 457 6 2 1356 5 5 1997 6 9 829% Heavy Vehicles 0 0 7 6 3 3 0 0 1 1 3 395th % Queue (Ft) 20 15 58 m3 280 18 14 m405 m26 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 5 5 462 6 2 1361 5 5 2002 6 9 834% Heavy Vehicles 0 0 8 6 3 4 0 0 1 1 3 495th % Queue (Ft) 20 15 59 m3 286 18 14 m400 m25 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 106 5 912 6 116 1231 83 5 2080 6 330 928% Heavy Vehicles 0 0 3 6 3 3 0 0 1 1 3 295th % Queue (Ft) 161 13 94 177 342 #145 14 m137 421 117Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 106 5 916 6 116 1236 83 5 2126 6 330 985% Heavy Vehicles 0 0 3 6 3 4 0 0 1 1 3 395th % Queue (Ft) 161 13 91 169 177 #145 14 m154 418 146Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 106 5 921 6 116 1241 83 5 2131 6 330 990% Heavy Vehicles 0 0 4 6 3 4 0 0 1 1 3 395th % Queue (Ft) 161 13 116 193 2 #145 14 m145 425 186Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 7.2 A 8.4 A

0.6 16.3

EA A E A B

12.9 B 8.4 A

75.2 0.3 6.3 79.9

0.6 16.4

EB A E A B

11.2 B 8.1 A

75.2 14.7 6.6 79.9

0.7 15.3

EA B E A B

0.7 A 0.6 A

64.2 4.9 11.1 79.9

0.2 0.9

EA A E A A

0.7 A 0.6 A

70.7 0.3 0.3 64.5

0.2 0.9

EA A E A A

0.7 A 0.6 A

70.7 0.3 0.3 64.5

0.2 1.0

EA A E A A

70.7 0.2 0.3 64.5
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A3 Aviation Ave
Existing 2023
Approach Volume 6 0 12 9 0 11 20 412 14 9 1388 41 17 0 12 41 0 10 64 1846 2 3 689 15% Heavy Vehicles 22 22 22 5 5 5 5 5 5 2 2 2 3 3 3 2 2 2 1 1 1 2 2 2Turn Bay Length (Ft) 225 225 75 200 375 500 225 225 75 200 375 50095th % Queue (Ft) 13 17 19 28 0 54 47 m10 744 35 27 28 18 #97 0 m95 241 6 198 3Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 6 0 12 9 0 11 20 416 14 9 1392 41 17 0 12 41 0 10 64 1891 2 3 745 15% Heavy Vehicles 22 22 22 5 5 5 5 6 5 2 3 2 3 3 3 2 2 2 1 1 1 2 3 295th % Queue (Ft) 13 17 19 28 0 54 48 m10 746 34 27 28 18 #97 0 m94 256 m6 230 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 6 0 12 9 0 11 20 421 14 9 1397 41 17 0 12 41 0 10 64 1896 2 3 750 15% Heavy Vehicles 22 22 22 5 5 5 5 7 5 2 3 2 3 3 3 2 2 2 1 1 1 2 4 295th % Queue (Ft) 13 17 19 28 0 54 50 m10 750 35 27 28 18 #97 0 m93 257 m6 228 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 23 0 49 9 0 11 21 743 141 268 1370 42 133 0 248 42 0 10 66 1947 26 52 1045 16% Heavy Vehicles 22 22 22 5 5 5 5 3 5 2 2 2 3 3 3 2 2 2 1 1 1 2 2 295th % Queue (Ft) 34 36 52 28 0 40 383 193 532 24 96 98 #188 72 0 m81 191 51 342 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 23 0 49 9 0 11 21 747 141 268 1374 42 133 0 248 42 0 10 66 1993 26 52 1102 16% Heavy Vehicles 22 22 22 5 5 5 5 3 5 2 3 2 3 3 3 2 2 2 1 1 1 2 3 295th % Queue (Ft) 34 36 52 28 0 39 385 196 208 6 96 100 #190 72 0 m75 12 50 383 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 23 0 49 9 0 11 21 752 141 268 1379 42 133 0 248 42 0 10 66 1998 26 52 1108 16% Heavy Vehicles 22 22 22 5 5 5 5 4 5 2 3 2 3 3 3 2 2 2 1 1 1 2 4 295th % Queue (Ft) 34 36 52 28 0 55 110 177 15 0 96 100 #190 72 0 m71 0 45 643 1Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS D

15.7 B 21.9 C

54.2 7.0 38.0

E E BBDDA
C

22.4 C 19.2 B

63.8 70.3 10.5 15.8 50.2

54.2 6.2 30.7

E E CBDDA
C

23.8 C 20.6 C

63.8 70.3 27.9 17.2 50.2

54.2 13.5 22.0

E E CBDDB
A

16.2 B 10.3 B

63.8 70.3 27.9 19.3 49.9
102.0 8.2 7.6

EEABEFA
A

16.1 B 10.4 B

71.5 72.3 6.0 17.9 61.2
102.0 8.3 7.8

EEABEFA
A

16.0 B 10.6 B

71.5 72.3 6.1 17.7 61.2
102.0 8.2 8.5

EEABEFA

71.5 72.3 6.1 17.5 61.2
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A4 Earthquakes Way
Existing 2023
Approach Volume 6 26 429 4 54 1523 10 87 1896 5 28 714% Heavy Vehicles 3 3 7 7 3 3 1 1 1 1 3 3Turn Bay Length (Ft) 225 250 225 25095th % Queue (Ft) 13 20 162 m54 21 21 34 417 28 33Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 6 26 434 4 54 1527 10 87 1941 5 28 770% Heavy Vehicles 3 3 8 7 3 3 1 1 1 1 3 395th % Queue (Ft) 13 20 164 m54 21 21 34 419 32 61Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 6 26 439 4 54 1532 10 87 1946 5 28 775% Heavy Vehicles 3 3 9 7 3 4 1 1 2 1 3 495th % Queue (Ft) 13 20 166 m54 21 21 34 419 32 60Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 6 26 797 4 55 1768 10 88 2234 5 29 1120% Heavy Vehicles 3 3 4 7 3 3 1 1 1 1 3 295th % Queue (Ft) 13 20 351 m56 16 21 34 133 34 61Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 6 26 801 4 55 1772 10 88 2280 5 29 1177% Heavy Vehicles 3 3 4 7 3 3 1 1 1 1 3 295th % Queue (Ft) 13 20 28 m55 8 21 34 856 34 114Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 6 26 806 4 55 1777 10 88 2285 5 29 1182% Heavy Vehicles 3 3 5 7 3 4 1 1 2 1 3 295th % Queue (Ft) 13 20 161 m51 34 21 35 777 28 164Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 4.9 A 10.6 B

12.7 3.2

E AAD B A

3.1 A 5.0 A

59.6 5.9 3.5 53.0

3.6 3.8

E AAD A A

4.3 A 3.7 A

59.6 1.4 2.8 53.0

1.8 3.2

E AAD A A

4.7 A 8.3 A

59.6 4.5 3.2 53.0

8.1 3.5

E AAD A A

4.7 A 8.3 A

59.6 5.0 3.5 53.0

8.0 3.6

E AAD A A

4.7 A 8.4 A

59.6 5.0 3.5 53.0

8.1 3.5

E AAD A A

59.6 5.1 3.5 53.0
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A5 Newhall Dr
Existing 2023
Approach Volume 78 0 163 1 1 0 0 380 67 227 1474 3 62 0 357 2 0 0 3 1888 147 337 683 1% Heavy Vehicles 3 3 3 0 0 0 5 5 5 2 2 2 1 1 1 50 50 50 1 1 1 2 2 2Turn Bay Length (Ft) 175 175 200 175 175 20095th % Queue (Ft) 125 20 7 5 31 118 504 91 39 11 m4 175 212 52Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 78 0 173 1 1 0 0 385 67 238 1478 3 114 0 471 2 0 0 3 1892 188 428 687 1% Heavy Vehicles 3 3 9 0 0 0 5 6 5 7 3 2 1 1 3 50 50 50 1 1 1 2 3 295th % Queue (Ft) 125 20 7 5 31 127 509 148 60 11 m4 #760 252 50Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 78 0 189 1 1 0 0 390 67 253 1483 3 114 0 487 2 0 0 3 1897 188 444 693 1% Heavy Vehicles 3 3 17 0 0 0 5 7 5 13 3 2 1 1 6 50 50 50 1 1 1 6 4 295th % Queue (Ft) 125 21 7 5 31 141 513 146 63 11 m4 #812 259 50Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 79 0 166 1 1 0 0 747 69 232 1718 3 63 0 364 2 0 0 3 2226 150 343 1089 1% Heavy Vehicles 3 3 3 0 0 0 5 3 5 2 2 2 1 1 1 50 50 50 1 1 1 2 1 295th % Queue (Ft) 129 20 7 5 19 147 547 95 43 11 m4 #913 195 117Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 79 0 177 1 1 0 0 751 69 242 1722 3 116 0 480 2 0 0 3 2230 191 437 1093 1% Heavy Vehicles 3 3 10 0 0 0 5 3 5 7 2 2 1 1 3 50 50 50 1 1 1 2 2 295th % Queue (Ft) 129 21 7 5 63 177 328 152 65 11 m5 #1067 197 63Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 79 0 192 1 1 0 0 756 69 258 1727 3 116 0 496 2 0 0 3 2235 191 452 1098 1% Heavy Vehicles 3 3 19 0 0 0 5 4 5 13 3 2 1 1 6 50 50 50 1 1 1 6 3 295th % Queue (Ft) 129 21 7 5 202 175 238 150 70 11 m3 #1101 274 153Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS C

16.6 B 80.5 F

66.9 130.5 22.4

DEBBCEF
B

13.0 B 57.5 E

44.8 66.2 16.3 12.8 29.3

66.9 89.8 16.6

DEABCEF
B

13.7 B 17.2 B

46.5 66.2 2.6 13.0 31.0

66.9 16.0 13.5

DEABDEB
C

16.2 B 29.6 C

47.4 66.2 4.5 13.2 36.2

66.9 31.6 25.1

DEABCEC
C

15.8 B 24.3 C

45.4 66.2 7.2 14.0 30.8

66.9 21.5 25.0

DEABCEC
B

15.5 B 19.5 B

47.0 66.2 6.7 13.7 32.6

66.9 16.2 18.9

DEABDEB

47.8 66.2 6.5 13.3 37.1
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A6 Airport Blvd
Existing 2023
Approach Volume 57 120 54 353 1598 352 89 92 89 1444 946 274% Heavy Vehicles 4 4 5 5 2 2 6 6 1 1 2 2Turn Bay Length (Ft) 500 300 250 500 300 25095th % Queue (Ft) 53 165 53 12 159 0 68 88 m58 15 168 56Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 57 120 54 367 1613 352 89 98 97 1519 1035 274% Heavy Vehicles 4 4 5 8 3 2 6 6 1 2 3 295th % Queue (Ft) 53 165 53 12 173 0 68 103 m59 23 207 m50Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 57 120 54 388 1633 352 89 98 97 1539 1056 274% Heavy Vehicles 4 4 5 13 4 2 6 6 1 3 5 295th % Queue (Ft) 53 166 54 13 191 0 68 105 m57 m26 130 m5Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 58 147 71 605 1821 359 90 110 116 1664 1337 280% Heavy Vehicles 4 4 5 3 1 2 6 6 1 1 1 295th % Queue (Ft) 53 193 63 47 86 0 69 135 m60 297 85 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 58 147 71 620 1836 359 90 116 125 1740 1429 280% Heavy Vehicles 4 4 5 4 3 2 6 6 1 1 2 295th % Queue (Ft) 53 193 65 11 89 0 69 144 m63 m180 101 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 58 147 71 641 1856 359 90 116 125 1761 1450 280% Heavy Vehicles 4 4 5 8 4 2 6 6 1 2 3 295th % Queue (Ft) 53 194 65 10 92 0 69 144 m61 m26 105 m7Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 7.1 A 7.6 A

8.3 0.2

EBA DAA

6.4 A 7.7 A

58.6 10.4 0.2 53.6

8.3 0.2

EAA DAA

8.0 A 7.6 A

58.7 7.3 0.2 53.6

8.0 0.2

EAA DAA

18.2 B 15.4 B

68.3 7.2 2.5 54.3

7.2 21.0

EAB EAC

18.2 B 15.3 B

60.2 8.5 16.2 55.7

7.2 20.7

EAB EAC

18.3 B 14.7 B

60.2 8.9 16.1 55.7

6.8 19.6

EAB EAB

60.2 9.2 15.9 56.4
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A7 I-880 SB Ramp
Existing 2023
Approach Volume 259 272 418 1638 336 263 1540 947% Heavy Vehicles 7 7 3 2 4 4 1 2Turn Bay Length (Ft) 500 50095th % Queue (Ft) 139 308 84 304 198 155 58 178Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 259 287 432 1638 336 297 1615 1003% Heavy Vehicles 7 9 6 2 4 8 2 295th % Queue (Ft) 139 329 86 304 198 #253 64 217Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 259 307 453 1638 336 317 1635 1003% Heavy Vehicles 7 15 10 2 4 14 3 295th % Queue (Ft) 139 #367 89 304 189 #293 65 226Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 264 331 672 1810 342 374 1762 1233% Heavy Vehicles 7 6 2 2 4 3 1 295th % Queue (Ft) 128 377 204 327 148 371 540 120Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 264 345 686 1810 342 409 1838 1291% Heavy Vehicles 7 7 4 2 4 6 2 295th % Queue (Ft) 125 391 71 227 146 423 313 134Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 264 366 666 1810 342 430 1858 1291% Heavy Vehicles 7 12 7 2 4 10 3 295th % Queue (Ft) 98 330 110 208 144 462 201 230Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS A

10.9 B 9.7 A

45.3 1.3 0.6
DAA DA
A

10.7 B 11.8 B

50.8 0.2 0.9

45.5 1.0 7.5
DAA DA
A

19.9 B 11.1 B

51.9 0.2 0.8

46.0 0.8 5.6
DBB DA
A

13.1 B 21.8 C

49.8 13.8 12.3
108.7 0.4 0.2
EAA FA
A

12.5 B 27.3 C

59.9 0.1 0.5
138.9 0.3 0.2
EAA FA
A

12.2 B 19.8 B

58.5 0.1 0.5
101.0 0.3 0.2
EAA FA

58.1 0.1 0.4
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A8 I-880 / McKendrie St.

Existing 2023
Approach Volume 11 152 611 142 465 29 1150 343 8 146 415 454 1354 13 799 368% Heavy Vehicles 0 1 1 5 5 5 3 3 0 1 1 1 1 1 1 1Turn Bay Length (Ft) 425 150 425 15095th % Queue (Ft) 0 108 209 108 12 160 47 0 104 51 241 182 123 31Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 11 152 611 156 465 29 1150 343 8 146 443 493 1389 13 827 368% Heavy Vehicles 0 1 1 13 5 5 3 3 0 1 1 4 1 1 1 195th % Queue (Ft) 0 108 209 118 12 160 47 0 104 51 265 93 125 36Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 11 152 611 176 465 29 1150 343 8 146 443 513 1394 13 827 368% Heavy Vehicles 0 1 1 23 5 5 3 3 0 1 1 8 1 1 1 195th % Queue (Ft) 0 108 209 128 13 160 47 0 104 51 280 90 125 29Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 11 155 684 241 624 29 1251 349 8 149 531 539 1496 14 976 375% Heavy Vehicles 0 1 1 4 5 5 3 3 0 1 1 1 1 1 1 195th % Queue (Ft) 0 113 182 174 114 207 78 0 103 52 315 257 307 250Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 11 155 684 256 624 29 1251 349 8 149 560 578 1532 14 1005 375% Heavy Vehicles 0 1 1 8 5 5 3 3 0 1 1 3 1 1 1 195th % Queue (Ft) 0 113 162 180 124 337 144 0 103 53 346 334 317 253Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 11 155 684 277 624 29 1251 349 8 149 560 599 1532 14 1005 375% Heavy Vehicles 0 1 1 15 5 5 3 3 0 1 1 6 1 1 1 195th % Queue (Ft) 0 113 144 194 135 371 210 0 103 53 358 186 187 75Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 26.5 C 24.0 C

18.9 17.2

EECBEDBB

25.1 C 26.0 C

68.0 58.5 20.1 13.1 64.2 52.0

17.2 26.1

EECAEDBC

25.9 C 24.8 C

67.7 59.2 20.6 9.6 64.2 52.0

15.5 24.9

EEBBEDBC

26.5 C 22.0 C

67.3 59.3 18.8 12.1 64.2 52.0

16.6 15.0

EECBEDBB

26.0 C 21.8 C

66.3 58.7 20.3 12.6 64.2 53.0

16.4 14.9

EEBBEDBB

25.7 C 21.1 C

66.4 58.7 19.2 12.0 64.2 53.0

15.7 13.8

EEBBEDBB

66.4 58.7 18.1 11.7 64.2 53.1
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A9 Hedding
Existing 2023
Approach Volume 242 185 101 59 251 296 139 335 141 83 952 48 146 354 125 74 277 376 217 1168 126 83 681 53% Heavy Vehicles 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 2Turn Bay Length (Ft) 350 500 250 125 350 500 250 12595th % Queue (Ft) 163 134 108 260 #114 135 137 496 102 237 #133 269 113 509 #144 384Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 242 185 101 59 251 296 139 335 141 83 952 48 148 354 125 74 277 380 222 1195 130 83 704 53% Heavy Vehicles 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 295th % Queue (Ft) 163 134 108 260 #113 136 137 496 107 253 121 264 134 521 133 375Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 242 185 101 59 251 296 139 335 141 83 952 48 148 354 125 74 277 380 222 1195 130 83 704 53% Heavy Vehicles 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 295th % Queue (Ft) 163 134 108 260 #113 138 137 496 104 237 #133 271 136 520 #144 400Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 254 188 103 60 256 311 154 465 156 84 1034 49 161 361 128 76 283 397 234 1284 139 84 828 54% Heavy Vehicles 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 295th % Queue (Ft) #189 144 110 268 122 149 141 572 113 254 123 282 158 297 134 453Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 254 188 103 60 256 311 154 465 156 84 1034 49 163 361 128 76 283 401 239 1312 142 84 851 54% Heavy Vehicles 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 295th % Queue (Ft) #189 144 110 268 109 116 141 572 114 254 123 286 164 307 134 469Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 254 188 103 60 256 311 154 465 156 84 1034 49 163 361 128 76 283 401 239 1323 142 84 851 54% Heavy Vehicles 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 295th % Queue (Ft) #189 144 110 268 113 139 141 572 114 254 123 286 165 442 134 469Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS C

41.2 D 29.0 C

52.7 11.1 29.5

EEDCEDB
C

36.6 D 45.0 D

65.9 64.4 37.4 25.5 58.5

52.7 47.3 29.7

E EBCEDD
C

45.2 D 44.7 D

65.9 64.4 17.7 25.4 58.5

52.6 46.9 29.3

E EDCEDD
C

37.0 D 28.4 C

58.5 61.8 39.1 34.2 58.4

53.8 9.8 29.0

E ECCEDA
C

37.0 D 29.0 C

62.1 64.6 21.6 23.5 55.2

52.5 10.9 27.6

EECCEDB
C

37.0 D 28.5 C

62.1 64.6 21.6 23.5 58.3

53.7 9.9 28.7

E ECCEDA

62.1 64.6 21.6 23.5 55.2
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
AM PM
A10 (B7) Costco & Brokaw
Existing 2023 (Stop Controlled)
Approach Volume 1 11 34 218 3 215 3 51 12 315 563 9% Heavy Vehicles 0 50 4 4 2 2 2 2 1 1 1 1Turn Bay Length (Ft) 75 7595th % Queue (Ft) 0 0 0 0 27 27 0 0 0 0 131 131Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023 (Stop Controlled)
Approach Volume 1 15 38 218 215 3 3 55 16 315 563 9% Heavy Vehicles 0 67 21 4 2 2 2 7 31 1 1 195th % Queue (Ft) 0 0 0 0 28 28 0 0 0 0 135 135Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023 (Stop Controlled)
Approach Volume 1 20 43 218 215 3 3 60 21 315 563 9% Heavy Vehicles 0 75 30 4 2 2 2 15 48 1 1 195th % Queue (Ft) 0 0 0 0 28 28 0 0 0 0 139 139Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024 (Signalized)
Approach Volume 1 86 0 43 52 223 219 5 3 0 0 147 3 90 0 170 85 321 496 31 9 0 0 77% Heavy Vehicles 0 7 2 2 8 4 2 2 2 2 2 2 2 1 2 2 1 1 1 2 1 2 2 295th % Queue (Ft) 3 46 m5 0 159 0 8 94 m54 122 522 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024 (Signalized)
Approach Volume 1 90 0 43 56 223 219 5 3 0 0 147 3 95 0 170 89 321 496 31 9 0 0 77% Heavy Vehicles 0 11 2 2 14 4 2 2 2 2 2 2 2 4 2 2 6 1 1 2 1 2 2 295th % Queue (Ft) 3 48 m21 280 159 0 8 98 m48 151 522 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024 (Signalized)
Approach Volume 1 96 0 43 61 223 219 5 3 0 0 147 3 100 0 170 95 321 496 31 9 0 0 77% Heavy Vehicles 0 16 2 2 21 4 2 2 2 2 2 2 2 9 2 2 11 1 1 2 1 2 2 295th % Queue (Ft) 3 51 m34 137 158 0 8 103 m50 m175 522 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 21.5 C 28.7 C

46.1 60.1

ABCCCBDE

27.8 C 28.7 C

9.0 15.0 30.4 30.3 20.0 10.1

46.1 60.1

ACCCBADE

19.5 B 28.0 C

8.8 30.0 30.6 30.3 19.8 10.0

46.1 60.1

AACCBADE

4.5 A 10.1 A

8.7 9.6 30.6 30.3 19.7 8.2

17.1 B C

4.6 A 9.9 A

0.3 0.0 10.4 0.4 0.0

16.6 B C

4.6 A 9.8 A

0.4 0.0 10.3 0.4 0.0

16.2 B C

0.6 0.0 10.2 0.4 0.0
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
A1 Brokaw Rd
Existing 2023
Approach Volume 244 16 292 54 15 30 33 515 41 310 472 95 300 13 397 57 21 23 24 377 115 315 308 75% Heavy Vehicles 1 1 1 2 2 2 5 5 5 4 4 4 0 0 0 1 1 1 1 1 1 0 0 0Turn Bay Length (Ft) 250 100 150 320 250 100 150 32095th % Queue (Ft) #423 69 83 35 58 267 0 #502 167 #493 66 100 45 54 232 0 #493 115Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 244 16 296 54 15 30 33 515 41 314 472 95 300 13 401 57 21 23 24 377 115 319 308 75% Heavy Vehicles 1 1 3 2 2 2 5 5 5 2 4 4 0 0 1 1 1 1 1 1 1 0 0 095th % Queue (Ft) #423 69 83 35 58 267 0 #507 167 #493 66 100 45 54 232 0 #504 115Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 244 16 301 54 15 30 33 515 41 319 472 95 300 13 406 57 21 23 24 377 115 324 308 75% Heavy Vehicles 1 1 5 2 2 2 5 5 5 3 4 4 0 0 2 1 1 1 1 1 1 3 0 095th % Queue (Ft) #423 71 83 35 58 267 0 #516 167 #493 67 100 45 54 232 0 #521 115Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 422 16 340 55 15 31 34 699 42 278 598 97 324 13 387 58 21 23 24 518 293 365 497 77% Heavy Vehicles 1 1 2 2 2 2 5 5 5 4 4 4 0 0 0 1 1 1 1 1 1 0 0 095th % Queue (Ft) 202 202 157 #70 #72 0 58 229 0 #389 187 166 166 185 69 69 0 48 175 66 #566 159Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 422 16 344 55 15 31 34 699 42 283 598 97 324 13 391 58 21 23 24 518 293 369 497 77% Heavy Vehicles 1 1 3 2 2 2 5 5 5 2 4 4 0 0 1 1 1 1 1 1 1 1 0 095th % Queue (Ft) 202 202 160 #70 #72 0 58 229 0 #390 187 166 166 189 69 69 0 48 175 66 #576 159Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 422 16 349 55 15 31 34 699 42 288 598 97 324 13 396 58 21 23 24 518 293 374 497 77% Heavy Vehicles 1 1 4 2 2 2 5 5 5 4 4 4 0 0 2 1 1 1 1 1 1 3 0 095th % Queue (Ft) 202 202 165 #70 #72 0 58 229 0 #404 187 166 166 195 69 69 0 48 175 66 #589 159Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS E

28.0 C 45.0 D

40.8 29.7 74.5

CDCCCDC
E

27.4 C 42.2 D

26.5 43.9 29.3 26.5 24.9

40.7 29.5 66.9

CDCCCDC
E

27.5 C 40.7 D

26.5 43.9 29.3 25.0 24.9

40.5 29.4 62.9

CDCCCDC
D

60.3 E 40.3 D

26.5 43.9 29.3 25.3 25.1

46.5 37.9 36.9

FDDCDDD
C

60.0 E 39.4 D
141.4 46.8 43.7 21.5 44.4

46.5 37.9 34.4

FDDCDDD
C

60.2 E 39.2 D
142.2 46.8 41.9 21.8 44.5

46.5 37.9 33.7

FDDCDDD
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
142.9 46.8 42.4 21.7 44.5
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A2 Champions Way
Existing 2023
Approach Volume 4 0 866 4 2 824% Heavy Vehicles 0 0 0 0 1 1Turn Bay Length (Ft) 25095th % Queue (Ft) 10 158 7 43Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 4 0 870 4 2 828% Heavy Vehicles 0 0 1 0 1 195th % Queue (Ft) 10 160 7 43Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 4 0 875 4 2 833% Heavy Vehicles 0 0 1 0 1 295th % Queue (Ft) 10 162 7 44Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 4 0 973 4 2 1299% Heavy Vehicles 0 0 0 0 1 095th % Queue (Ft) 10 109 7 74Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 4 0 977 4 2 1304% Heavy Vehicles 0 0 1 0 1 195th % Queue (Ft) 10 110 7 75Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 4 0 982 4 2 1309% Heavy Vehicles 0 0 1 0 1 195th % Queue (Ft) 10 111 7 75Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 2.9 A

4.1 2.0
DA A

2.9 A

39.5 4.0 2.0
DA A

2.9 A

39.5 4.0 2.0
DA A

3.4 A

39.5 4.9 1.7
DA A

3.4 A

39.5 4.9 1.7
DA A

3.4 A

39.5 4.8 1.7
DA A

39.5 CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A3 Aviation Ave
Existing 2023
Approach Volume 1 0 2 14 0 7 33 866 1 3 764 25% Heavy Vehicles 0 0 0 5 5 5 0 0 0 1 1 1Turn Bay Length (Ft) 225 225 75 0 200 0 375 50095th % Queue (Ft) 5 3 22 0 42 138 4 201 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 1 0 2 14 0 7 33 870 1 3 768 25% Heavy Vehicles 0 0 0 5 5 5 0 1 0 1 1 195th % Queue (Ft) 5 3 22 0 42 139 4 203 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 1 0 2 14 0 7 33 875 1 3 773 25% Heavy Vehicles 0 0 0 5 5 5 0 1 0 1 2 195th % Queue (Ft) 5 3 22 0 42 140 4 205 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 117 0 238 14 0 7 34 949 26 52 1122 26% Heavy Vehicles 0 0 0 5 5 5 0 0 0 1 1 195th % Queue (Ft) 65 66 #121 22 0 44 168 30 #361 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 117 0 238 14 0 7 34 953 26 52 1126 26% Heavy Vehicles 0 0 0 5 5 5 0 1 0 1 1 195th % Queue (Ft) 65 66 #121 22 0 44 169 30 #365 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 117 0 238 14 0 7 34 958 26 52 1131 26% Heavy Vehicles 0 0 0 5 5 5 0 1 0 1 1 195th % Queue (Ft) 65 66 #121 22 0 44 171 30 #387 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS B

17.1 B

35.8 14.1 15.4
CDB
B

17.1 B

30.7 35.8 14.1 15.3
CDB
B

17.1 B

30.7 35.8 14.1 15.3
CDB
A

7.2 A

30.7 38.3 6.8 6.6
CDA
A

7.2 A

34.4 38.3 6.8 6.6
CDA
A

7.1 A

34.4 38.3 6.8 6.6
CDA

34.4 CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A4 Earthquakes Way
Existing 2023
Approach Volume 5 22 815 17 38 824% Heavy Vehicles 0 0 0 0 1 1Turn Bay Length (Ft) 225 0 0 25095th % Queue (Ft) 8 13 90 20 50Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 5 22 819 17 38 828% Heavy Vehicles 0 0 1 0 1 195th % Queue (Ft) 8 13 90 20 51Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 5 22 824 17 38 833% Heavy Vehicles 0 0 2 0 1 295th % Queue (Ft) 8 13 91 20 51Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 5 22 1132 17 39 1232% Heavy Vehicles 0 0 0 0 1 195th % Queue (Ft) 7 10 245 27 210Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 5 22 1136 17 39 1236% Heavy Vehicles 0 0 1 0 1 195th % Queue (Ft) 7 10 247 27 210Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 5 22 1141 17 39 1241% Heavy Vehicles 0 0 1 0 1 195th % Queue (Ft) 7 10 248 27 212Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 5.3 A

6.0 4.2
CA A

5.3 A

29.8 6.0 4.2
CA A

5.3 A

29.8 5.9 4.2
CA A

4.3 A

29.8 4.4 3.3
CA A

4.3 A

30.5 4.4 3.3
CA A

4.2 A

30.5 4.4 3.3
CA A

30.5 CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A5 Newhall Dr
Existing 2023
Approach Volume 97 0 346 1 0 0 6 790 139 388 845 2 94 0 373 0 0 1 1 774 100 411 779 1% Heavy Vehicles 2 2 2 0 0 0 4 4 4 3 3 3 1 1 1 0 0 0 1 1 1 1 1 1Turn Bay Length (Ft) 175 175 200 175 0 0 0 175 0 200 095th % Queue (Ft) #156 42 6 18 263 #296 223 #149 38 0 6 244 #314 203Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 97 0 356 1 0 0 6 794 139 398 849 2 94 0 383 0 0 1 1 778 100 421 783 1% Heavy Vehicles 2 2 5 0 0 0 4 5 4 3 5 3 1 1 3 0 0 0 1 1 1 3 1 195th % Queue (Ft) #156 45 6 18 264 #305 226 #158 39 0 6 246 #313 201Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 97 0 371 1 0 0 6 799 139 413 854 2 94 0 398 0 0 1 1 783 100 436 788 1% Heavy Vehicles 2 2 8 0 0 0 4 5 4 7 5 3 1 1 7 0 0 0 1 2 1 6 2 195th % Queue (Ft) #165 49 6 18 266 #311 224 #168 43 0 6 248 #319 200Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 99 0 353 1 0 0 6 1165 142 396 1077 2 96 0 380 0 0 1 1 1090 102 419 1235 1% Heavy Vehicles 2 2 2 0 0 0 4 3 4 3 3 3 1 1 1 0 0 0 1 1 1 1 1 195th % Queue (Ft) #170 48 6 18 #432 #291 291 #107 52 0 5 216 #208 193Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 99 0 363 1 0 0 6 1169 142 406 1081 2 96 0 391 0 0 1 1 1094 102 429 1239 1% Heavy Vehicles 2 2 5 0 0 0 4 3 4 3 4 3 1 1 3 0 0 0 1 1 1 3 1 195th % Queue (Ft) #170 51 6 18 #435 #300 293 #107 55 0 5 217 #217 193Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 99 0 368 1 0 0 6 1174 142 421 1086 2 96 0 406 0 0 1 1 1100 102 445 1244 1% Heavy Vehicles 2 2 9 0 0 0 4 4 4 7 4 3 1 1 7 0 0 0 1 1 1 6 1 195th % Queue (Ft) #179 52 6 18 #441 #306 291 #116 59 0 5 219 #218 189Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS C

23.4 C 22.2 C

38.0 15.7 26.3

CDBCCDB
C

23.6 C 23.0 C

27.5 43.2 18.9 26.0 23.6

37.7 15.4 28.3

CDBCCDB
C

22.7 C 21.2 C

26.6 43.1 18.7 27.0 23.1

37.7 15.3 24.8

CDBCCDB
C

27.1 C 25.0 C

26.5 43.1 18.6 25.0 23.2

36.9 16.0 31.9

CDBDCDB
C

28.0 C 26.0 C

26.3 43.1 16.6 35.1 23.9

36.7 15.7 34.7

CDBDCDB
D

26.5 C 28.3 C

25.9 43.0 16.3 37.5 23.4

36.6 15.4 39.9

CDBCCDB

25.9 43.0 16.2 34.5 23.0
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A6 Airport Blvd
Existing 2023
Approach Volume 71 82 49 704 1087 253% Heavy Vehicles 2 2 1 1 1 1Turn Bay Length (Ft) 500 0 300 25095th % Queue (Ft) 23 37 19 45 94 35Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 71 82 49 718 1101 253% Heavy Vehicles 2 2 1 3 2 195th % Queue (Ft) 23 37 19 46 96 35Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 71 82 49 738 1121 253% Heavy Vehicles 2 2 1 5 4 195th % Queue (Ft) 23 37 19 47 99 35Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 72 91 77 909 1482 258% Heavy Vehicles 2 2 1 1 0 195th % Queue (Ft) 23 41 27 58 134 36Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 72 91 77 923 1496 258% Heavy Vehicles 2 2 1 2 1 195th % Queue (Ft) 23 41 27 60 137 36Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 72 91 77 944 1517 258% Heavy Vehicles 2 2 1 4 3 195th % Queue (Ft) 23 41 27 62 140 36Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 9.0 A

5.2 10.6
BAB

9.0 A

17.7 5.2 10.5
BAB

8.9 A

17.6 5.2 10.4
BAB

8.1 A

17.6 4.8 9.2
BAA

8.1 A

17.2 4.8 9.1
BAA

8.1 A

17.1 4.8 9.1
BAA

17.1 CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A7 I-880 SB Ramp
Existing 2023
Approach Volume 195 254 677 1014% Heavy Vehicles 1 1 1 1Turn Bay Length (Ft) 0 50095th % Queue (Ft) 35 95 75 116Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 195 268 691 1014% Heavy Vehicles 1 6 3 195th % Queue (Ft) 35 103 77 116Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 195 288 711 1014% Heavy Vehicles 1 13 6 195th % Queue (Ft) 35 116 79 116Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 199 565 881 1302% Heavy Vehicles 1 0 1 195th % Queue (Ft) 32 #309 107 170Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 199 579 896 1302% Heavy Vehicles 1 3 2 195th % Queue (Ft) 32 #328 109 170Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 199 600 916 1302% Heavy Vehicles 1 6 5 195th % Queue (Ft) 32 #351 113 170Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS B

19.2 B

27.6 14.3 17.4
CB
B

17.4 B

23.2 13.5 16.6
CB
B

16.3 B

20.6 13.0 16.0
CB
A

9.6 A

14.8 7.7 8.4
BA
A

9.0 A

14.5 7.0 7.8
BA
A

8.6 A

14.3 6.6 7.4
BA
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A8 I-880 / McKendrie St.

Existing 2023
Approach Volume 5 104 553 282 648 10 604 321% Heavy Vehicles 0 0 0 1 1 1 1 1Turn Bay Length (Ft) 0 0 0 425 15095th % Queue (Ft) 0 43 38 #97 54 85 44Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 5 104 553 296 648 10 604 321% Heavy Vehicles 0 0 0 5 1 1 1 195th % Queue (Ft) 0 43 38 #112 54 85 44Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 5 104 553 316 648 10 604 321% Heavy Vehicles 0 0 0 11 1 1 1 195th % Queue (Ft) 0 43 38 #128 54 85 44Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 5 106 672 364 776 10 777 327% Heavy Vehicles 0 0 0 1 1 1 1 195th % Queue (Ft) 0 44 70 #145 66 111 44Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 5 106 672 378 776 10 777 327% Heavy Vehicles 0 0 0 4 1 1 1 195th % Queue (Ft) 0 44 70 #156 66 111 44Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 5 106 672 399 776 10 777 327% Heavy Vehicles 0 0 0 9 1 1 1 195th % Queue (Ft) 0 44 67 #168 66 112 45Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 18.4 B

20.6 12.9
CCCB

17.2 B

29.8 22.6

17.6 12.8
CCBB

16.3 B

29.9 22.6

15.3 12.8
CCBB

15.1 B

29.9 22.6

13.7 11.5
CCBB

14.5 B

29.1 22.1

12.0 11.5
CCBB

14.2 B

29.1 22.1

11.2 11.5
CCBB

29.1 22.1
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A9 Hedding
Existing 2023
Approach Volume 92 114 81 49 141 175 97 441 90 79 682 28% Heavy Vehicles 1 1 1 1 1 1 1 1 1 1 1 1Turn Bay Length (Ft) 350 0 500 0 250 0 125 095th % Queue (Ft) 55 52 #81 65 58 116 #115 263Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023
Approach Volume 92 114 81 49 141 175 97 441 90 79 682 28% Heavy Vehicles 1 1 1 1 1 1 1 1 1 1 1 195th % Queue (Ft) 55 52 #81 65 58 116 #115 263Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023
Approach Volume 92 114 81 49 141 175 97 441 90 79 682 28% Heavy Vehicles 1 1 1 1 1 1 1 1 1 1 1 195th % Queue (Ft) 55 52 #81 65 58 116 #115 263Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024
Approach Volume 107 116 83 50 144 193 111 544 102 81 829 29% Heavy Vehicles 1 1 1 1 1 1 1 1 1 1 1 195th % Queue (Ft) #67 53 #83 75 #68 144 #118 333Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024
Approach Volume 107 116 83 50 144 193 111 544 102 81 829 29% Heavy Vehicles 1 1 1 1 1 1 1 1 1 1 1 195th % Queue (Ft) #67 53 #83 75 #68 144 #118 333Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024
Approach Volume 107 116 83 50 144 193 111 544 102 81 829 29% Heavy Vehicles 1 1 1 1 1 1 1 1 1 1 1 195th % Queue (Ft) #67 53 #83 75 #68 144 #118 333Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS C

23.1 C

30.9 18.8 22.3
CCB
C

23.1 C

29.6 30.9 18.8 22.3
CCB
C

23.1 C

29.6 30.9 18.8 22.3
CCB
C

22.2 C

29.6 30.7 18.5 20.2
CCB
C

22.2 C

29.3 30.7 18.5 20.2
CCB
C

22.2 C

29.3 30.7 18.5 20.2
CCB

29.3 CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- Coleman N/S
Approach Movement EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR EBL EBT EBR WBL WBT WBR SBL SBT SBR NBL NBT NBR Intersection
Weekday Mid-Day (MD) Weekend Mid-Day (WEMD)
A10 (B7) Costco & Brokaw
Existing 2023 (Stop Controlled)
Approach Volume 7 38 16 340 516 7 1 15 12 468 683 9% Heavy Vehicles 9 9 1 1 1 1 6 6 0 0 0 0Turn Bay Length (Ft) 75 0 75 0 095th % Queue (Ft) 1 1 0 0 138 138 0 0 0 0 185 185Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2023 (Stop Controlled)
Approach Volume 7 42 20 340 516 7 1 19 16 468 683 9% Heavy Vehicles 9 19 20 1 1 1 6 26 31 0 0 095th % Queue (Ft) 1 1 0 0 142 142 0 0 0 0 190 190Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2023 (Stop Controlled)
Approach Volume 7 47 25 340 7 516 1 24 21 468 683 9% Heavy Vehicles 9 28 36 1 1 1 6 42 43 0 0 095th % Queue (Ft) 1 1 0 0 147 147 0 0 0 0 198 198Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Background 2024 (Signalized)
Approach Volume 8 114 0 43 35 347 526 0 7 0 0 150 4 54 0 171 86 477 697 0 9 0 0 77% Heavy Vehicles 9 4 9 1 0 1 1 0 1 33 33 1 6 2 6 0 0 0 0 0 0 0 0 095th % Queue (Ft) 14 82 38 65 283 8 8 46 127 #330 #522 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Average Trucks 2024 (Signalized)
Approach Volume 8 118 0 43 39 347 526 0 7 0 0 150 4 58 0 171 90 477 697 0 9 0 0 77% Heavy Vehicles 9 7 9 1 11 1 1 0 1 33 33 1 6 9 6 0 5 0 0 0 0 0 0 095th % Queue (Ft) 14 85 38 69 285 10 8 49 127 #345 #522 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS Peak Trucks 2024 (Signalized)
Approach Volume 8 123 0 43 44 347 526 0 7 0 0 150 4 63 0 171 95 477 697 0 9 0 0 77% Heavy Vehicles 9 11 9 1 21 1 1 0 1 33 33 1 6 16 6 0 10 0 0 0 0 0 0 095th % Queue (Ft) 14 89 39 74 287 12 8 52 127 #367 #522 0Approach Delay (Sec)Approach LOSIntersection Delay (Sec) / LOS 22.3 C 32.2 C

28.9 34.4

BBCCBDCC

22.1 C 30.9 C

19.3 20.0 23.5 27.1 19.4 36.2

28.9 34.4

BBCCBCCC

22.0 C 30.2 C

18.9 19.7 23.4 27.1 19.2 33.4

28.9 34.4

BBCCBCCC

10.0 A 11.7 A

18.6 19.5 23.4 27.1 19.0 31.8

20.3 C C

9.8 A 11.3 A

1.1 0.0 17.9 0.3 0.0

19.5 C C

9.7 A 11.1 A

1.2 0.0 17.4 0.4 0.0

19.0 C C

1.3 0.0 17.0 0.5 0.0
CP2 Specific CTMP for West Portal Early Works Synchro Traffic Analysis 5/30/2023 - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- >--- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- - -1-1-1- ---1- ---- I---- 1-1-1-- -- -1-1-1- ---1- ---- I---- 1-1-1-- D-2 FIGURES

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$
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2
+
(! !#%

,
(! !#%

% !#%

2

% !#%

% !#%

XX (XX) = AM (PM) Peak-Hour
Traffic Volumes
Figure D-1
2023 Existing Volumes AM, PM
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
12 (12)
0 (0)
6 (17)
9 (3)
41 (15)
1388 (689)
11 (10)
0 (0)
9 (41)
20 (64)
14 (2)
412 (1846)
101 (125)
185 (354)
242 (146)
83 (83)
48 (53)
952 (681)
296 (376)
251 (277)
59 (74)
141 (126)
139 (217)
335 (1168)
26 (87)
6 (10)
54 (28)
1523 (714)
4 (5)
429 (1896)
163 (357)
0 (0)
78 (62)
227 (337)
3 (1)
1474 (683)
0 (0)
1 (0)
1 (2)
0 (3)
67 (147)
380 (1888)
106 (375)
22 (13)
110 (252)
217 (250)
164 (45)
978 (473)
19 (12)
6 (29)
27 (160)
33 (51)
18 (10)
317 (1308) 6 (6)
453 (1952)
5 (5)
5 (5)
2 (9)
1352 (773)
142 (454)
29 (13)
465 (1354)
11 (8)
611 (415)
152 (146) 343 (368)
1150 (799)
272 (263)
259 (336)
1638 (947)
418 (1540)
120 (92)
57 (89) 352 (274)
1598 (946)
54 (89)
215 (563)
353 (1444)
3 (9)
11 (51)
1 (3)
218 (315)
34 (12)
NTS
'-
/ \I
L
L L
J l. - - J l l. r l l. r
J J ~ t r t r
- --.
11\
L
J l l r
J ~ t t
-.

L
L
J l l. -r J l l. r
J ~ tr t r - -.
-.
;[\
L
J l J l l. -r
J ~ t J ~ tr
-. --.

L
J l l. -r ,t
J ~ tr II\
--.
\I/
" /
XX = Mid-Day Peak-Hour
Traffic Volumes
Figure D-2
2023 Existing Volumes Mid-Day at 3 Int
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
346
0 97
845
0 0
1 6
139
790
292
16 244
41 33
515
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 516
7 38
7 340
16 NTS
310
95 472
388
2 0
0 30
15 54
*
*
*
* *
*
*
*
= Not Analyzed
'-.
/ \/
L
L L
J l. - - J l l. +- l l. +-
J J , t r t r
- --.
11\
L
J l l +-
J , t t
-.

L
L
J l l. -
+- J l l. +-
J , tr t r - -.
-.
11\
L
J l J l l. -
+-
J , t J , tr
-. --.

L
J l l. -
+- ,t
J , tr 11\
--.
\I/
" /
XX = WEMD Peak-Hour
Traffic Volumes
Figure D-3
2023 Existing Volumes WEMD
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
2 0
1 3
25 764
7 0
14 33
1 866
81 114
92 79
28 682
175
141
49 90
97 441
38 824
17 815
373
0 94
779
1 0
0 1
100
774
397
13 300
24 115
377 4
866
0 4 2
824
282
10 648
5 553
104
604
321
254
195
1014
677
82 71 253
1087
49 704
683
9 15
1 468
12 NTS
315
75 308
411
1 22
5 23
21 57
'-.
/ \/
L
L L
J l. - - J l l. +- l l. +-
.J .J ~ t r t r
- --.
11\
L
J l l +-
.J ~ t t
-.

L
L
J l l. -
+- J l l. +-
.J ~ tr t r - -.
-.
11\
L
J l J l l. -
+-
.J ~ t .J ~ tr
-. --.

L
J l l. -
+- ,t
.J ~ tr 11\
--.
\I/
" /
Figure D-4
CTMP Project Generated Truck Trips Assignment
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
[100%]
14 (34)
14 (34)
[100%]
NTS
XX (XX) [XX%] = Avg (Peak) [%] Trucks
4 (9)
[25%]
4 (9)
[25%]
10 (25)
[75%]
[100%]
14 (34)
4 (9)
[25%]
4 (9)
[25%]
14 (34)
[100%]
[100%]
14 (34)
4 (9)
[25%]
4 (9)
[25%]
4 (9)
[25%]
4 (9)
[25%]
4 (9)
[25%]
4 (9)
[25%]
10 (25)
[75%]
4 (9)
[25%]
4 (9)
[25%]
' / \I
- l
- -,. , t
;\
l l
L
t
l l.
t
11\
l
t
l ,t
-,. , t /\
\I
' /
XX (XX) = AM (PM) Peak-Hour
Traffic Volumes
Figure D-5
2023 Average Trucks Condition Total Volumes AM, PM
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
12 (12)
0 (0)
6 (17)
9 (3)
41 (15)
1392 (745)
11 (10)
0 (0)
9 (41)
20 (64)
14 (2)
416 (1891)
101 (125)
185 (354)
242 (148)
83 (83)
48 (53)
952 (704)
296 (380)
251 (277)
59 (74)
141 (130)
139 (222)
335 (1195)
26 (87)
6 (10)
54 (28)
1527 (770)
4 (5)
434 (1941)
173 (471)
0 (0)
78 (114)
238 (428)
3 (1)
1478 (687)
0 (0)
1 (0)
1 (2)
0 (3)
67 (188)
385 (1892)
110 (379)
22 (13)
110 (252)
221 (254)
164 (45)
978 (525)
19 (12)
6 (29)
27 (160)
33 (51)
18 (10)
317 (1348) 6 (6)
457 (1997)
5 (5)
5 (5)
2 (9)
1356 (829)
156 (493)
29 (13)
465 (1389)
11 (8)
611 (443)
152 (146) 343 (368)
1150 (827)
287 (297)
259 (336)
1638 (1003)
432 (1615)
120 (98)
57 (89) 352 (274)
1613 (1035)
54 (97)
215 (563)
367 (1519)
3 (9)
15 (55)
1 (3)
218 (315)
38 (16)
NTS
'-
/ \I
L
L L
J l. - - J l l. r l l. r
J J ~ t r t r
- --.
11\
L
J l l r
J ~ t t
-.

L
L
J l l. -r J l l. r
J ~ tr t r - -.
-.
;[\
L
J l J l l. -r
J ~ t J ~ tr
-. --.

L
J l l. -r
,t
J ~ tr II\
--.
\I/
" /
XX = Mid-Day Peak-Hour
Traffic Volumes
Figure D-6
2023 Average Trucks Condition Total Volumes Mid-Day at 3 Int I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
356
0 97
849
0 0
1 6
139
794
296
16 244
41 33
515
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 516
7 42
7 340
20 NTS
314
95 472
398
2 0
0 30
15 54
*
*
*
* *
*
*
*
= Not Analyzed
'-.
/ \/
L
L L
J l. - - J l l. +- l l. +-
J J , t r t r
- --.
11\
L
J l l +-
J , t t
-.

L
L
J l l. -
+- J l l. +-
J , tr t r - -.
-.
11\
L
J l J l l. -
+-
J , t J , tr
-. --.

L
J l l. -
+- ,t
J , tr 11\
--.
\I/
" /
XX = WEMD Peak-Hour
Traffic Volumes
Figure D-7
2023 Average Trucks Condition Total Volumes WEMD
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
2 0
1 3
25 768
7 0
14 33
1 870
81 114
92 79
28 682
175
141
49 90
97 441
38 828
17 819
383
0 94
783
1 0
0 1
100
778
401
13 300
24 115
377 4
870
0 4 2
828
296
10 648
5 553
104
604
321
268
195
1014
691
82 71 253
1101
49 718
683
9 19
1 468
16 NTS
319
75 308
421
1 22
5 23
21 57
'-.
/ \/
L
L L
J l. - - J l l. +- l l. +-
.J .J ~ t r t r
- --.
11\
L
J l l +-
.J ~ t t
-.

L
L
J l l. -
+- J l l. +-
.J ~ tr t r - -.
-.
11\
L
J l J l l. -
+-
.J ~ t .J ~ tr
-. --.

L
J l l. -
+- ,t
.J ~ tr 11\
--.
\I/
" /
XX (XX) = AM (PM) Peak-Hour
Traffic Volumes
Figure D-8
2023 Peak Trucks Condition Total Volumes AM, PM
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
12 (12)
0 (0)
6 (17)
9 (3)
41 (15)
1397 (750)
11 (10)
0 (0)
9 (41)
20 (64)
14 (2)
421 (1896)
101 (125)
185 (354)
242 (148)
83 (83)
48 (53)
952 (704)
296 (380)
251 (277)
59 (74)
141 (130)
139 (222)
335 (1195)
26 (87)
6 (10)
54 (28)
1532 (775)
4 (5)
439 (1946)
189 (487)
0 (0)
78 (114)
253 (444)
3 (1)
1483 (693)
0 (0)
1 (0)
1 (2)
0 (3)
67 (188)
390 (1897)
115 (385)
22 (13)
110 (252)
226 (259)
164 (45)
978 (525)
19 (12)
6 (29)
27 (160)
33 (51)
18 (10)
317 (1348) 6 (6)
462 (2002)
5 (5)
5 (5)
2 (9)
1361 (834)
176 (513)
29 (13)
465 (1394)
11 (8)
611 (443)
152 (146) 343 (368)
1150 (827)
307 (317)
259 (336)
1638 (1003)
453 (1635)
120 (98)
57 (89) 352 (274)
1633 (1056)
54 (97)
215 (563)
388 (1539)
3 (9)
20 (60)
1 (3)
218 (315)
43 (21)
NTS
'-
/ \I
L
L L
J l. - - J ! l. r ! l. r
J J ., t r t r
- --,.
11\
L
J ! ! r
J ., t t
-,.

L
L
J ! l. -
r J ! l. r
J ., t r t r - -,.
-,.
;[\
L
J ! J ! l. -
r
J ., t J ., t r
-,. --,.

L
J ! l. -
r
,t
J ., t r II\
--,.
\I/
" /
XX = Mid-Day Peak-Hour
Traffic Volumes
Figure D-9
2023 Peak Trucks Condition Total Volumes Mid-Day at 3 Int I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
371
0 97
854
0 0
1 6
139
799
301
16 244
41 33
515
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 516
7 47
7 340
25 NTS
319
95 472
413
2 0
0 30
15 54
*
*
*
* *
*
*
*
= Not Analyzed
'-.
/ \/
L
L L
J l. - - J l l. +- l l. +-
J J , t r t r
- --.
11\
L
J l l +-
J , t t
-.

L
L
J l l. -
+- J l l. +-
J , tr t r - -.
-.
11\
L
J l J l l. -
+-
J , t J , tr
-. --.

L
J l l. -
+- ,t
J , tr 11\
--.
\I/
" /
XX = WEMD Peak-Hour
Traffic Volumes
Figure D-10
2023 Peak Trucks Condition Total Volumes WEMD
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
2 0
1 3
25 773
7 0
14 33
1 875
81 114
92 79
28 682
175
141
49 90
97 441
38 833
17 824
398
0 94
788
1 0
0 1
100
783
406
13 300
24 115
377 4
875
0 4 2
833
316
10 648
5 553
104
604
321
288
195
1014
711
82 71 253
1121
49 738
683
9 24
1 468
21 NTS
324
75 308
436
1 22
5 23
21 57
'-.
/ \/
L
L L
J l. - - J l l. +- l l. +-
.J .J ~ t r t r
- --.
11\
L
J l l +-
.J ~ t t
-.

L
L
J l l. -
+- J l l. +-
.J ~ tr t r - -.
-.
11\
L
J l J l l. -
+-
.J ~ t .J ~ tr
-. --.

L
J l l. -
+- ,t
.J ~ tr 11\
--.
\I/
" /
XX (XX) = AM/MD (PM/WE)
Peak-Hour Traffic Volumes
Figure D-11
Gateway Crossings Trip Assignment
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
-1 (12)
-6 (120)
-3 (12)
12 (3)
11 (1)
114 (31)
42 (-18)
173 (18)
147 (77)
-38 (44)
99 (66)
-46 (175)
46 (109)
89 (20)
137 (35)
-28 (91)
-10 (145)
-9 (94) -39 (235)
225 (54)
5 (3)
-49 (329)
13 (8)
225 (54)
75 (39)
1 (3)
18 (73)
43 (170)
NTS
-44 (343)
323 (65)
-44 (343)
323 (65)
-44 (343)
323 (65)
-44 (343)
323 (65)
'-
/ \/
L
-r J l l t.
.J r .J ~ t t - 7,
11\
L
l l
t t
L
l l t.
t t
11\
L
l J l t.
t .J t
l ,t
t 11\
\I/ '--
/
Figure D-12
Coleman Highline Trip Generation and Distribution
NTS
Earthquakes
Wy.

Aviation
Ave.

Champions
Wy.

Brokaw
Rd.

Coleman
Ave.

Airport
Blvd.

Newhall
Dr.

Hedding
St.

McKendrie
St
I-880
I-880
16%
3%
18%
2%
23%
5%
33%
Coleman
Ave.

Rate Trips In й Kut
й
Trips
In
Trips
Kut Rate Trips In й Kut й
Trips
In
Trips
Kut
'eneral
Kffice
Building
S.F. 1.43 439 88 307,000 й 12й 386 53 1.37 422 17й 83й 72 350

TRIP 'ENERATIKN
ITE >and
hse
(710)
AM Peak PM Peak
SF hnit
N
XX (XX) = AM/MD (PM/WE)
Peak-Hour Traffic Volumes
Figure D-13
Coleman Highline Trip Assignment
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
8 (1)
69 (13)
12 (2)
2 (11)
1 (7)
10 (63)
8 (56)
13 (81)
89 (17)
89 (16)
62 (212) 178 (33)
21 (137)
19 (4)
240 (45)
3 (18)
21 (137)
NTS
17 (116)
127 (24)
17 (116)
127 (24)
36 (236)
17 (116)
259 (49)
127 (24)
259 (49)
36 (236)
259 (49)
36 (236)
'-
/ \I
! ! I. L
t t
11\
L
! !
t t
J ! I. L
J ~ t
-.
;[\
L
! J ! I.
t J t
! ,t
t II\
\I/
" /
XX (XX) = AM (PM) Peak-Hour
Traffic Volumes
Figure D-14
2024 Background Volumes AM/PM
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
103 (128)
188 (361)
254 (161)
84 (84)
49 (54)
1034 (828)
311 (397)
256 (283)
60 (76)
156 (139)
154 (234)
465 (1284)
6 (10)
150 (364)
23 (14)
285 (275)
222 (298)
167 (46)
1113 (665)
20 (12)
6 (29)
27 (163)
19 (10)
33 (227)
496 (1466) 6 (6)
912 (2080)
5 (5)
106 (83)
116 (330)
1231 (928)
241 (539)
29 (14)
624 (1496)
11 (8)
684 (531)
155 (149) 349 (375)
1251 (976)
NTS
49 (248)
0 (0)
23 (133)
11 (10)
0 (0)
9 (42)
21 (66)
141 (26)
743 (1947)
268 (52)
42 (16)
1370 (1045)
55 (29)
1768 (1120)
4 (5)
797 (2234)
26 (88)
166 (364)
0 (0)
79 (63)
0 (0)
1 (0)
1 (2)
0 (3)
69 (150)
747 (2226)
232 (343)
3 (1)
1718 (1089)
147 (110)
58 (90)
71 (116)
605 (1664)
359 (280)
1821 (1337)
331 (374)
264 (342)
672 (1762)
1810 (1233)
0 (0)
86 (90)
1 (3)
0 (0)
147 (77)
0 (0)
223 (321)
52 (85)
43 (170)
219 (496)
3 (9)
5 (31)
'-.
/ \/
L L
L
J l l. - - +- J l l. +- l l. +-
J ., t r J ., t r t r --. --.
11\
L
J l l +-
J ., t t
-.

L
L
J l l. -
+- J l l. +-
J ., t r t r - -.
-.
11\
L
J l J l l. -
+-
J ., t J ., t r
-. --.

L
J l l. -
+- ,t
J ., t r 11\
--.
\I/
" /
XX = Mid-Day Peak-Hour
Traffic Volumes
Figure D-15
2024 Background Volumes Mid-Day at 3 Int
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
353
0 99
1077
0 0
1 6
142
1165
340
16 422
42 34
699
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 NTS
278
97 598
396
2 0
0 31
15 55
*
*
*
* *
*
*
*
= Not Analyzed
0 114
8 0
150
0 347
35 43
526
7 0
'-
/ \/
L L
L
J l l. - J l l. -
+- l l. +-
+-
.J , t t .J , t t t t
- - -. -.

II\
L
J l l +-
.J , t t
-.

L
L
J l l. -
+- J l l. +-
.J , t t t t - -.
-.

II\
L
J l J l l. -
+-
.J , t .J , t t
-. --.

L
J l l. -
+- ,t
.J , t t II\
--.
\/ '--
/
XX = WEMD Peak-Hour
Traffic Volumes
Figure D-16
2024 Background Volumes WEMD
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
238
0 117
52 26
1122
7 0
14 26
34 949
83 116
107
81 29
829
193
144
50 102
544
111
39 1232
17 1132
380
0 96
1235
1 0
0 1
102
1090
387
13 324
24 293
518
364
10 776
5 672
106 327
777
565
199
1302
881
91 72 258
1482
NTS
365
77 497
419
1 22
5 23
21 58
0 54
4 0
77 0 477
86 171
697
9 0
77 909
4 973
0 4 2
1299
'-
/ \ I
L L
L
J l l. - J l l. -
+- l l. +-
+-
.J , t t .J , t t t t
- - -. -.
11\
J l L
l +-
.J , t t
-.

L
L
J l l. -
+- J l l. +-
.J , t t t t - -.
-.
11\
L
J l J l l. -
+-
.J , t .J , t t
-. --.

L
J l l. -
+- ,t
.J , t t 11\
--.
\I/
'--
/
XX (XX) = AM (PM) Peak-Hour
Traffic Volumes
Figure D-17
2024 Average Trucks Condition Total Volumes AM/PM
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
103 (128)
188 (361)
254 (163)
84 (84)
49 (54)
1034 (851)
311 (401)
256 (283)
60 (76)
156 (142)
154 (239)
465 (1312)
6 (10)
154 (368)
23 (14)
285 (275)
226 (303)
167 (46)
1113 (718)
20 (12)
6 (29)
27 (163)
19 (10)
33 (227)
496 (1508) 6 (6)
916 (2126)
5 (5)
106 (83)
116 (330)
1236 (985)
256 (578)
29 (14)
624 (1532)
11 (8)
684 (560)
155 (149) 349 (375)
1251 (1005)
NTS
49 (248)
0 (0)
23 (133)
11 (10)
0 (0)
9 (42)
21 (66)
141 (26)
747 (1993)
268 (52)
42 (16)
1374 (1102)
55 (29)
1772 (1177)
4 (5)
801 (2280)
26 (88)
177 (480)
0 (0)
79 (116)
0 (0)
1 (0)
1 (2)
0 (3)
69 (191)
751 (2230)
242 (437)
3 (1)
1722 (1093)
147 (116)
58 (90)
71 (125)
620 (1740)
359 (280)
1836 (1429)
345 (409)
264 (342)
686 (1838)
1810 (1291)
0 (0)
90 (95)
1 (3)
0 (0)
147 (77)
0 (0)
223 (321)
56 (89)
43 (170)
219 (496)
3 (9)
5 (31)
'-.
/ \/
L L
L
J l l. - - +- J l l. +- l l. +-
J ., t r J ., t r t r --. --.
11\
L
J l l +-
J ., t t
-.

L
L
J l l. -
+- J l l. +-
J ., t r t r - -.
-.
11\
L
J l J l l. -
+-
J ., t J ., t r
-. --.

L
J l l. -
+- ,t
J ., t r 11\
--.
\I/
" /
XX = Mid-Day Peak-Hour
Traffic Volumes
Figure D-18
2024 Average Trucks Condition Total Volumes Mid-Day at 3 Int I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
363
0 99
1081
0 0
1 6
142
1169
344
16 422
42 34
699
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 NTS
283
97 598
406
2 0
0 31
15 55
*
*
*
* *
*
*
*
= Not Analyzed
0 118
8 0
150
0 347
39 43
526
7 0
'-
/ \/
L L
L
J l l. - J l l. -
+- l l. +-
+-
.J , t t .J , t t t t
- - -. -.

II\
L
J l l +-
.J , t t
-.

L
L
J l l. -
+- J l l. +-
.J , t t t t - -.
-.

II\
L
J l J l l. -
+-
.J , t .J , t t
-. --.

L
J l l. -
+- ,t
.J , t t II\
--.
\/ '--
/
XX = WEMD Peak-Hour
Traffic Volumes
Figure D-19
2024 Average Trucks Condition Total Volumes WEMD
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
238
0 117
52 26
1126
7 0
14 26
34 953
83 116
107
81 29
829
193
144
50 102
544
111
39 1236
17 1136
391
0 96
1239
1 0
0 1
102
1094
391
13 324
24 293
518
378
10 776
5 672
106 327
777
579
199
1302
896
91 72 258
1496
NTS
369
77 497
429
1 22
5 23
21 58
0 58
4 0
77 0 477
90 171
697
9 0
77 923
4 977
0 4 2
1304
'-
/ \ I
L L
L
J l l. - J l l. -
+- l l. +-
+-
.J ~ t t .J ~ t t t t
- - -. -.
/\
J l L
l +-
.J ~ t t
-.

L
L
J l l. -
+- J l l. +-
.J ~ t t t t - -.
-.
/\
L
J l J l l. -
+-
.J ~ t .J ~ t t
-. --.

L
J l l. -
+- ,t
.J ~ t t /\
--.
\/ '--
/
XX (XX) = AM (PM) Peak-Hour
Traffic Volumes
Figure D-20
2024 Peak Trucks Condition Total Volumes AM/PM
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
103 (128)
188 (361)
254 (163)
84 (84)
49 (54)
1034 (851)
311 (401)
256 (283)
60 (76)
156 (142)
154 (239)
465 (1323)
6 (10)
159 (373)
23 (14)
285 (275)
231 (308)
167 (46)
1113 (718)
20 (12)
6 (29)
27 (163)
19 (10)
33 (227)
496 (1508)
277 (599)
29 (14)
624 (1532)
11 (8)
684 (560)
155 (149) 349 (375)
1251 (1005)
NTS
49 (248)
0 (0)
23 (133)
11 (10)
0 (0)
9 (42)
21 (66)
141 (26)
752 (1998)
268 (52)
42 (16)
1379 (1108)
55 (29)
1777 (1182)
4 (5)
806 (2285)
26 (88)
192 (496)
0 (0)
79 (116)
0 (0)
1 (0)
1 (2)
0 (3)
69 (191)
756 (2235)
258 (452)
3 (1)
1727 (1098)
147 (116)
58 (90)
71 (125)
641 (1761)
359 (280)
1856 (1450)
366 (430)
264 (342)
666 (1858)
1810 (1291)
0 (0)
96 (100)
1 (3)
0 (0)
147 (77)
0 (0)
223 (321)
61 (95)
43 (170)
219 (496)
3 (9)
5 (31)
6 (6)
921 (2131)
5 (5)
106 (83)
116 (330)
1241 (990)
'-.
/ \/
L L
L
J l l. - - +- J l l. +- l l. +-
J ., t r J ., t r t r --. --.
11\
L
J l l +-
J ., t t
-.

L
L
J l l. -
+- J l l. +-
J ., t r t r - -.
-.
11\
L
J l J l l. -
+-
J ., t J ., t r
-. --.

L
J l l. -
+- ,t
J ., t r 11\
--.
\I/
" /
XX = Mid-Day Peak-Hour
Traffic Volumes
Figure D-21
2024 Peak Trucks Condition Total Volumes Mid-Day at 3 Int I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
368
0 99
1086
0 0
1 6
142
1174
349
16 422
42 34
699
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 NTS
288
97 598
421
2 0
0 31
15 55
*
*
*
* *
*
*
*
= Not Analyzed
0 123
8 0
150
0 347
44 43
526
7 0
'-
/ \/
L L
L
J l l. - J l l. -
+- l l. +-
+-
.J , t t .J , t t t t
- - -. -.

II\
L
J l l +-
.J , t t
-.

L
L
J l l. -
+- J l l. +-
.J , t t t t - -.
-.

II\
L
J l J l l. -
+-
.J , t .J , t t
-. --.

L
J l l. -
+- ,t
.J , t t II\
--.
\/ '--
/
XX = WEMD Peak-Hour
Traffic Volumes
Figure D-22
2024 Peak Trucks Condition Total Volumes WEMD
I-880 SB Off
Ramp.

Champions
Wy.

Aviation
Ave.

ColemanAve.

CostcoDr.

Newhall
Dr.

ColemanAve.

I-880 NB
Ramps.

Brokaw
Rd.

ColemanAve.

Airport
Blvd.

ColemanAve.

Brokaw
Rd.

ColemanAve.

Earthquakes
Wy.

ColemanAve.

Hedding
St.
238
0 117
52 26
1131
7 0
14 26
34 958
83 116
107
81 29
829
193
144
50 102
544
111
39 1241
17 1141
406
0 96
1244
1 0
0 1
102
1100
396
13 324
24 293
518
399
10 776
5 672
106 327
777
600
199
1302
916
91 72 258
1517
NTS
374
77 497
445
1 22
5 23
21 58
0 63
4 0
77 0 477
95 171
697
9 0
77 944
4 982
0 4 2
1309
'-
/ \ I
L L
L
J l l. - J l l. -
+- l l. +-
+-
.J , t t .J , t t t t
- - -. -.
11\
J l L
l +-
.J , t t
-.

L
L
J l l. -
+- J l l. +-
.J , t t t t - -.
-.
11\
L
J l J l l. -
+-
.J , t .J , t t
-. --.

L
J l l. -
+- ,t
.J , t t 11\
--.
\I/
'--
/
D-3 QUEUING ANALYSIS
1 March 23, 2023
Jon Andresen, Jr.

Kiewit Shae Traylor, a Joint Venture
2830 De La Cruz Blvd., Santa Clara, CA 95050
RE: PayPal Park Events – Coleman Ave. & Newhall Dr. Queuing Analysis

1.0 Background
As part of the Contract Package 2 (CP2) West Portal Early Works Construction Transportation Management Plan (CTMP) review, a queuing analysis was requested for the Coleman Ave. & Newhall Dr. intersection to show what impacts, if any, may happen if truck hauling occurs during a weekday evening (Wednesday) or weekend evening (Saturday) PayPal Park event. As part of this request, the intersection was modeled in Trafficware’s Synchro software using current intersection geometrics, event signal timing patterns, and typical event volumes as collected by the City of San Jose. This analysis looks at potential effects to queuing at the intersection, particularly the northbound left and eastbound right turns, during the ingress and egress conditions.

2.0 Assumptions
Several assumptions were necessary to complete the analysis. The assumptions were reviewed by project stakeholders prior to completing the final analysis. Those include:
x Ingress activity provided was for 1.5 hours and the egress was 1 hour. Therefore, ingress counts were factored down to 1 hour for analysis. Both were stated to be a typical event count. x Signal controller event timing plans were used for the ingress (Pattern 21 - 150s Cycle Length for Weekday PM, Pattern 23 – 170s Cycle Length for Weekend PM) and egress (Pattern 27 – 210s Cycle Length for both Weekday and Weekend PM).
x The EBLT from Newhall Dr. to Coleman Ave. is closed during event egress. Instead of removing the movements from the models, the minor volumes were simply zeroed out to prevent detector and phase activation. As part of some of the controller patterns implemented, the SBLT phase is also omitted, therefore, that minor volume was also zeroed out. x Analysis included the early works average trucks condition and assumed 75% of trucks would be using Newhall Dr. to access the project site. No development volumes or mitigation were included.
x For the weekday scenario, this analysis used the previously developed existing PM model as a base (with CTMP comment adjustments), factored those volumes up to 2023, and then replaced applicable existing volumes with the given PayPal volumes. For the weekend scenario, this analysis used recently collected Saturday PM peak volumes since they represented actual ingress conditions, and then the City provided PayPal event volumes were again used for the egress condition. Truck percentages were adjusted as part of the project inclusive scenarios. x Analysis north of Newhall Dr. on Coleman Ave. was not completed, as an average of four trucks over an hour, only utilizing the through lanes, do not have a notable affect. ~ KlEWIT SHIR TRAYLOR

JOINT VENTURE
2 3.0 Queue Analysis
An analysis of the queue lengths and turn pockets was conducted at the intersection of Coleman Ave. & Newhall Dr. using the existing 2022 and 2023 traffic volumes, provided typical PayPal Park event ingress and egress volumes, provided traffic signal controller event timing patterns, and other analysis assumptions provided above. The tables below show the results of the analysis. 1 200 foot left turn pocket plus approximately 800' left turn storage. # 95th percentile volume exceeds capacity, queue may be longer.

NBL = Northbound Left, EBR = Eastbound Right, where Coleman Ave. is considered a N/S corridor.

Based on the queue analysis, it is concluded that the addition of project trucks does not lead to a significant increase in queuing over normal PayPal Park operations during the weekday or weekend ingress or egress events.

Intersection Traffic
Control Direction
Weekday PM Ingress
Existing
Pocket
Length
2023 PayPal Only
2023 PayPal +
Avg Project Trks
95th Percentile 95th Percentile
Queue Queue
Coleman
Ave. /
Newhall Dr.
/ Fire Sta.

Signalized
NBL #838 #853 1
200'
EBR 105 109 N/A
Direction
Weekday PM Egress
Existing
Pocket
Length
2023 PayPal Only
2023 PayPal +
Avg Project Trks
95th Percentile 95th Percentile
Queue Queue
NBL #453 #470 1200'
EBR 689 #730 N/A
Intersection Traffic
Control Direction
Weekend PM Ingress
Existing
Pocket
Length
2023 PayPal Only
2023 PayPal +
Avg Project Trks
95th Percentile 95th Percentile
Queue Queue
Coleman
Ave. /
Newhall Dr.
/ Fire Sta.

Signalized
NBL #443 #460 1
200'
EBR 84 88 N/A
Direction
Weekend PM Egress
Existing
Pocket
Length
2023 PayPal Only
2023 PayPal +
Avg Project Trks
95th Percentile 95th Percentile
Queue Queue
NBL #451 #471 1200'
EBR 629 646 N/A
2/28/23, 9:09 AM Mail - Erica Roecks - Outlook
Re: VTA's BSVII CP2 CTMP for CSJ review by 02/15
Nelson, Brian < [email protected]>
Tue 2/28/2023 8:33 AM
To: Erica Roecks <[email protected]>;Lee, Jeff <[email protected]>;Aoun, Alisar <[email protected]> ;Lu, Stacey < [email protected]> ;Tani, Andrew <[email protected]>;Sadorra, Rey <[email protected]>;Merrill, Thomas Jr. <[email protected]>;Tranngo, Tan <[email protected]> Cc: Bernice Alaniz <[email protected]>;Merrick Howarth <[email protected]>;Paul Hetu < [email protected] >;Bruce Shewchuk < [email protected] > ;Erin Sheelen <[email protected] > Hi Erica,
The following are traffic counts that were obtained by our Signal Operations group during a typical PayPal Park event with ingress lasting approximately 1.5 hours and egress lasting approximately 1 hour. *Coleman is N/S, side streets are E/W*
Ingress
Earthquakes & Coleman
Phase 1 (Left turn into earthquakes)= 1780 cars
Phase 2 (Southbound Coleman) = 1506 cars
Phase 2 (Southbound Coleman turning onto earthquakes) = 339 cars Coleman & Newhall
Phase 1 (Left turn onto Newhall)= 1240
Phase 2 (Southbound Coleman) = 1256
Phase 2 (Right turn into Newhall) = 250
Phase 3 (Left turn onto N Coleman) = 464
Phase 8 (Right turn onto S Coleman) = 691
~gress
Earthquakes & Coleman
Phase 2 (Southbound Coleman) = 630 Cars
- Phase 2 count may be inaccurate due to the angle of the camera not allowing me to see into the farright lane. Also Phase 8 Turning right used all 3 lanes Phase 6 (Northbound Coleman) = 311 Cars
Phase 8 (Turning Left onto N. Coleman) = 106 cars
Phase 8 (Turning Right onto S. Coleman) = 1,209 Cars
Aviation & Coleman
Phase 1 (Northbound Left Turn onto Aviation): Total Cars= 102 -Only 26 cars made a correct left turn, while 76 made an illegal u turn.

Phase 2 (Southbound through): Total Cars= 425
Total Pedestrians: About 310
Phase 3 (Eastbound through/left): Total Cars= 856 Cars
-Left Turn: 770
-Right Turn: 76
-right turns due to lack of personnel before main egress period beginning and after main outflow of cars leaving.

Total Pedestrians: 83
https://outlook.office.com/mail/inbox/id/AAQkAGMwMjA0ZmZiLTcXZTYtNDQ4NC1hNzViLTZIMjJjMjUwMmU0MQAQAEfPyprGa3IJo%2F1qi1VUDec%3D 1/7 2/28/23, 9:09 AM Mail - Erica Roecks - Outlook
Phase 6 (Northbound): Total Cars = 387
Phase 7 (Westbound Left onto Southbound Coleman): Total Cars= 58 Champion & Coleman
Phase 2 (Southbound): Total Cars= 419
Total Pedestrians= About 310
Phase 3 (Eastbound left onto Northbound Coleman): Total Cars= 923 Phase 4 (North leg crosswalk crossing Coleman: Total Pedestrians= 16 Phase 8 (Eastbound right onto Southbound Coleman): Total Cars = 14 Coleman & Newhall
Phase 1 (Northbound left onto Newhall): Total Cars= 282 Phase 2 (Southbound Coleman): Total Cars= 1768
Total Peds = 939
Phase 3 (Eastbound left onto Northbound Coleman): Total Cars= 21 Phase 8 (Eastbound right onto Southbound Coleman): Total Cars = 786 Phase 4 (North leg crosswalk crossing Coleman): Total Pedestrians = 19 Coleman & Mckendrie (Left Turn onto 880)
Total Cars = 1081
If you have any questions, please let us know.

Thanks.

Brian Nelson
Senior Engineer, Parking and Downtown Operations
City of San Jose, Department of Transportation
200 East Santa Clara Street, San Jose, CA 95113
408-975-3278
From: Erica Roecks <[email protected]>
Sent: Friday, February 24, 2023 1:57 PM
To: Nelson, Brian <[email protected]>; Lee, Jeff <[email protected]>; Aoun, Alisar <[email protected]>; Lu, Stacey <[email protected]>; Tani, Andrew <[email protected]>; Sadorra, Rey <[email protected]>; Merrill, Thomas Jr. <[email protected]>
Cc: Bernice Alaniz <[email protected]>; Merrick Howarth <[email protected]>; Paul Hetu <[email protected]>; Bruce Shewchuk <[email protected]>; Erin Sheelen <[email protected]> Subject: Re: VTA's BSVII CP2 CTMP for CSJ review by 02/15 [External Email]
Great, thank you Brian!!
Erica
Erica Roecks, PE
https://outlook.office.com/mail/inbox/id/AAQkAGMwMjA0ZmZiLTcXZTYtNDQ4NC1hNzViLTZIMjJjMjUwMmU0MQAQAEfPyprGa3IJo%2F1qi1VUDec%3D 2/7 4ueues 2023 PayPal Wknd PM Egress
11: Coleman Ave Newhall Dr/Fire Sta. 03/27/2023
PM Egress Synchro 11 Report

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City Council and Authorities ConcurrentOctober 7, 2025

City Council and Authorities Concurrent
October 7, 2025