Pleasanton City Council
February 18, 2025

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 730 120 200 380 640 130 740 160 980 910 210 Future Volume (vph) 410 730 120 200 380 640 130 740 160 980 910 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3436 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3436 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 418 745 122 204 388 653 133 755 163 1000 929 214 RTOR Reduction (vph) 0 0 94 0000 1 5000 5 5
Lane Group Flow (vph) 418 745 28 204 388 653 133 903 0 1000 929 160 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 18.9 26.5 26.5 13.6 21.2 120.0 8.1 30.3 31.0 53.2 53.2 Effective Green, g (s) 18.9 27.7 27.7 13.6 22.4 120.0 8.1 31.7 31.0 54.6 54.6 Actuated g/C Ratio 0.16 0.23 0.23 0.11 0.19 1.00 0.07 0.26 0.26 0.46 0.46 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 540 816 356 200 660 1557 231 907 930 1610 686 v/s Ratio Prot 0.12 c0.21 c0.12 0.11 0.04 c0.26 c0.28 0.26 v/s Ratio Perm 0.02 0.42 0.11
v/c Ratio 0.77 0.91 0.08 1.02 0.59 0.42 0.58 1.00 1.08 0.58 0.23 Uniform Delay, d1 48.5 45.0 36.2 53.2 44.6 0.0 54.3 44.1 44.5 24.2 19.9 Progression Factor 1.00 1.00 1.00 1.04 0.76 1.00 1.00 1.00 0.81 0.84 1.26 Incremental Delay, d2 6.2 14.2 0.0 66.2 1.9 0.8 2.2 28.7 46.5 1.0 0.5 Delay (s) 54.7 59.2 36.2 121.6 35.8 0.8 56.4 72.8 82.5 21.4 25.6 Level of Service D E D F D A E E F C C
Approach Delay (s) 55.6 31.5 70.7 50.3
Approach LOS E C E D
Intersection Summary
HCM 2000 Control Delay 51.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.7% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 4: Main St/Santa Rita Rd & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 10 10 90 10 220 10 540 260 180 640 20 Future Volume (vph) 20 10 10 90 10 220 10 540 260 180 640 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.97 1.00 0.85 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.98 0.96 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1749 1779 1583 1770 3539 1544 1770 3521 Flt Permitted 0.86 0.72 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1541 1343 1583 1770 3539 1544 1770 3521 Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 22 11 11 101 11 247 11 607 292 202 719 22 RTOR Reduction (vph) 08000 3 300 1 9 2030
Lane Group Flow (vph) 0 36 0 0 112 214 11 607 100 202 738 0 Confl. Peds. (#/hr) 3 3 3 5
Confl. Bikes (#/hr) 1 3 1
Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA
Protected Phases 3 3 3 1 5 2 1 6
Permitted Phases 3 3 2
Actuated Green, G (s) 15.4 15.4 34.6 5.1 21.5 21.5 14.7 31.1 Effective Green, g (s) 15.9 15.9 35.1 5.1 22.2 22.2 14.7 31.8 Actuated g/C Ratio 0.25 0.25 0.54 0.08 0.34 0.34 0.23 0.49 Clearance Time (s) 4.5 4.5 4.0 4.7 4.7 4.0 4.7
Vehicle Extension (s) 2.0 2.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 378 329 857 139 1212 528 401 1727
v/s Ratio Prot 0.14 0.01 c0.17 c0.11 0.21
v/s Ratio Perm 0.02 c0.08 0.06
v/c Ratio 0.09 0.34 0.25 0.08 0.50 0.19 0.50 0.43
Uniform Delay, d1 18.9 20.1 7.9 27.7 16.9 15.0 21.9 10.6 Progression Factor 1.00 1.00 1.00 1.29 0.84 0.68 1.00 1.00 Incremental Delay, d2 0.0 0.2 0.1 0.1 0.3 0.1 0.4 0.2
Delay (s) 18.9 20.4 7.9 35.8 14.5 10.3 22.2 10.8
Level of Service B C A D B B C B
Approach Delay (s) 18.9 11.8 13.4 13.3
Approach LOS BBBB
Intersection Summary
HCM 2000 Control Delay 13.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46
Actuated Cycle Length (s) 64.8 Sum of lost time (s) 12.5 Intersection Capacity Utilization 45.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 5: First St & Ray St/Vineyard Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 110 180 100 100 120 40 70 1050 110 60 710 50 Future Volume (vph) 110 180 100 100 120 40 70 1050 110 60 710 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1743 1504 1800 1770 3479 1770 3539 1543 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1743 1504 1515 1770 3479 1770 3539 1543 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 118 194 108 108 129 43 75 1129 118 65 763 54 RTOR Reduction (vph) 0 17 0 0 10 006000 1 0
Lane Group Flow (vph) 118 285 0 108 162 0 75 1241 0 65 763 44 Confl. Peds. (#/hr) 10 4 2 1
Confl. Bikes (#/hr) 3322
Parking (#/hr) 10 10 10
Turn Type Split NA Split NA Prot NA Prot NA Perm
Protected Phases 4 4 3 3 1 6 5 2
Permitted Phases 2
Actuated Green, G (s) 22.6 22.6 16.2 16.2 7.2 57.3 6.4 56.5 56.5 Effective Green, g (s) 22.9 22.9 16.5 16.5 7.2 58.2 6.4 57.4 57.4 Actuated g/C Ratio 0.19 0.19 0.14 0.14 0.06 0.49 0.05 0.48 0.48 Clearance Time (s) 4.3 4.3 4.3 4.3 4.0 4.9 4.0 4.9 4.9
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 337 332 206 247 106 1687 94 1692 738 v/s Ratio Prot 0.07 c0.16 0.07 c0.09 0.04 c0.36 c0.04 0.22 v/s Ratio Perm 0.03
v/c Ratio 0.35 0.86 0.52 0.65 0.71 0.74 0.69 0.45 0.06
Uniform Delay, d1 42.1 47.0 48.1 49.0 55.4 24.7 55.8 20.8 16.8 Progression Factor 1.00 1.00 1.00 1.00 0.74 0.54 0.90 1.54 1.90 Incremental Delay, d2 0.6 19.2 2.4 6.1 2.0 0.3 18.7 0.8 0.1 Delay (s) 42.7 66.2 50.5 55.2 43.0 13.7 68.9 33.0 32.0
Level of Service D E D E D B E C C
Approach Delay (s) 59.6 53.4 15.3 35.6
Approach LOS E D B D
Intersection Summary
HCM 2000 Control Delay 31.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 6: Sunol Blvd/First St & Bernal Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 290 480 130 160 240 30 190 840 580 50 520 230 Future Volume (vph) 290 480 130 160 240 30 190 840 580 50 520 230 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.98 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3539 1583 3433 3472 3433 1863 1557 1504 3101 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3539 1583 3433 3472 3433 1863 1557 1504 3101 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 315 522 141 174 261 33 207 913 630 54 565 250 RTOR Reduction (vph) 0 0 111 0 10 0 0 0 147 0 45 0
Lane Group Flow (vph) 315 522 30 174 284 0 207 913 483 54 770 0 Confl. Peds. (#/hr) 4 3 9
Confl. Bikes (#/hr) 1 2
Parking (#/hr) 10 10 10
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 2
Actuated Green, G (s) 13.2 21.1 21.1 7.0 14.9 11.8 55.1 55.1 4.0 47.3 Effective Green, g (s) 13.2 22.0 22.0 7.0 15.8 11.8 56.0 56.0 4.0 48.2 Actuated g/C Ratio 0.13 0.21 0.21 0.07 0.15 0.11 0.53 0.53 0.04 0.46 Clearance Time (s) 4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 431 741 331 228 522 385 993 830 57 1423 v/s Ratio Prot 0.09 c0.15 c0.05 0.08 0.06 c0.49 c0.04 0.25 v/s Ratio Perm 0.02 0.31
v/c Ratio 0.73 0.70 0.09 0.76 0.54 0.54 0.92 0.58 0.95 0.54 Uniform Delay, d1 44.2 38.5 33.4 48.2 41.3 44.0 22.4 16.6 50.4 20.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.3 3.1 0.1 14.0 1.2 1.4 14.7 3.0 99.1 1.5 Delay (s) 50.5 41.5 33.5 62.2 42.4 45.5 37.1 19.6 149.5 21.9 Level of Service D D C E D D D B F C
Approach Delay (s) 43.3 49.8 31.8 29.9
Approach LOS DDCC
Intersection Summary
HCM 2000 Control Delay 36.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 105.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 79.5% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 7: Bernal Ave & Vineyard Ave/Tawny Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 150 70 30 40 40 100 50 1020 50 90 470 140 Future Volume (vph) 150 70 30 40 40 100 50 1020 50 90 470 140 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 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 Frt 1.00 0.96 1.00 0.85 1.00 0.99 1.00 0.97
Flt Protected 0.95 0.99 0.98 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1429 1426 1545 1346 1770 3509 1768 1790 Flt Permitted 0.95 0.99 0.98 1.00 0.23 1.00 0.16 1.00
Satd. Flow (perm) 1429 1426 1545 1346 433 3509 290 1790 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 158 74 32 42 42 105 53 1074 53 95 495 147 RTOR Reduction (vph) 0 14 0 0 0 94 0400 1 20
Lane Group Flow (vph) 133 117 0 0 84 11 53 1123 0 95 630 0 Confl. Peds. (#/hr) 17 4 4
Confl. Bikes (#/hr) 3 3 1
Parking (#/hr) 10 10 10 10 10 10
Turn Type Split NA Split NA Perm Perm NA Perm NA
Protected Phases 4 4 3 3 2 6
Permitted Phases 3 2 6
Actuated Green, G (s) 14.1 14.1 6.9 6.9 32.0 32.0 32.0 32.0 Effective Green, g (s) 14.7 14.7 7.1 7.1 32.9 32.9 32.9 32.9 Actuated g/C Ratio 0.22 0.22 0.11 0.11 0.49 0.49 0.49 0.49 Clearance Time (s) 4.6 4.6 4.2 4.2 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 314 314 164 143 213 1730 143 882
v/s Ratio Prot c0.09 0.08 c0.05 0.32 c0.35
v/s Ratio Perm 0.01 0.12 0.33
v/c Ratio 0.42 0.37 0.51 0.08 0.25 0.65 0.66 0.71
Uniform Delay, d1 22.4 22.1 28.2 26.9 9.8 12.6 12.7 13.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.3 1.1 0.1 0.6 0.8 11.1 2.8
Delay (s) 22.7 22.4 29.3 26.9 10.4 13.4 23.8 16.0
Level of Service C C C C B B C B
Approach Delay (s) 22.5 28.0 13.3 17.0
Approach LOS C C B B
Intersection Summary
HCM 2000 Control Delay 16.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61
Actuated Cycle Length (s) 66.7 Sum of lost time (s) 12.0 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 8: Bernal Ave/Valley Ave & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 230 1180 50 520 440 260 40 280 640 520 390 170 Future Volume (vph) 230 1180 50 520 440 260 40 280 640 520 390 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 0.99 1.00 0.98 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3515 3433 3335 1441 1770 3539 1563 3433 3363 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3515 3433 3335 1441 1770 3539 1563 3433 3363 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 261 1341 57 591 500 295 45 318 727 591 443 193 RTOR Reduction (vph) 03007 6 600 2 0 10 4 40
Lane Group Flow (vph) 261 1395 0 591 549 173 45 318 526 591 592 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 13.3 36.6 15.0 38.3 54.1 5.6 22.9 22.9 15.8 33.1 Effective Green, g (s) 13.3 39.0 15.0 40.7 58.9 5.6 24.2 24.2 15.8 34.4 Actuated g/C Ratio 0.12 0.35 0.14 0.37 0.54 0.05 0.22 0.22 0.14 0.31 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 415 1246 468 1233 771 90 778 343 493 1051 v/s Ratio Prot 0.08 c0.40 c0.17 0.16 0.12 0.03 0.09 c0.17 0.18 v/s Ratio Perm c0.34
v/c Ratio 0.63 1.12 1.26 0.45 0.22 0.50 0.41 1.53 1.20 0.56 Uniform Delay, d1 46.0 35.5 47.5 26.1 13.5 50.8 36.8 42.9 47.1 31.5 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 3.0 65.1 134.5 1.2 0.1 4.3 0.4 254.0 107.7 2.2 Delay (s) 49.0 100.6 182.0 27.3 13.6 55.2 37.1 296.9 154.8 33.7 Level of Service D F F C B E D F F C
Approach Delay (s) 92.5 90.9 211.1 92.1
Approach LOS FFFF
Intersection Summary
HCM 2000 Control Delay 116.1 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.26
Actuated Cycle Length (s) 110.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.7% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 9: Stanley Blvd & El Charro Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 620 1850 500 80 520 760
Future Volume (vph) 620 1850 500 80 520 760
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 689 2056 556 89 578 844
RTOR Reduction (vph) 0 0 0 61 0 47
Lane Group Flow (vph) 689 2056 556 28 578 797
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 22.3 51.2 24.8 24.8 20.2 42.5
Effective Green, g (s) 22.3 51.2 24.8 24.8 20.2 42.5
Actuated g/C Ratio 0.28 0.64 0.31 0.31 0.25 0.53
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 961 2276 1102 868 871 926
v/s Ratio Prot 0.20 c0.58 0.16 0.17 c0.24
v/s Ratio Perm 0.01 0.26
v/c Ratio 0.72 0.90 0.50 0.03 0.66 0.86
Uniform Delay, d1 25.8 12.1 22.4 19.1 26.7 16.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 5.5 0.4 0.0 1.9 8.3
Delay (s) 28.4 17.6 22.7 19.1 28.6 24.3
Level of Service C B C B C C
Approach Delay (s) 20.3 22.2 26.0
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay 22.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.97
Actuated Cycle Length (s) 79.6 Sum of lost time (s) 12.3 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 610 690 10 600 250 1350 50 530 250 1220 240 840 Future Volume (vph) 610 690 10 600 250 1350 50 530 250 1220 240 840 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 1.00 0.91 1.00 0.94 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1557 3433 3539 2787 1770 5085 1583 4990 5085 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1557 3433 3539 2787 1770 5085 1583 4990 5085 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 718 812 12 706 294 1588 59 624 294 1435 282 988 RTOR Reduction (vph) 0 0 10 0 0 37 0 0 165 0 0 0
Lane Group Flow (vph) 718 812 2 706 294 1551 59 624 129 1435 282 988 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Perm Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 20.0 25.0 25.0 15.0 20.0 75.3 7.7 22.6 22.6 50.0 65.6 131.9 Effective Green, g (s) 20.0 26.3 26.3 15.0 21.3 76.6 7.7 24.6 24.6 50.0 66.9 131.9 Actuated g/C Ratio 0.15 0.20 0.20 0.11 0.16 0.58 0.06 0.19 0.19 0.38 0.51 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 6.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 756 705 310 390 571 1618 103 948 295 1891 2579 1583 v/s Ratio Prot c0.14 c0.23 c0.21 0.08 c0.56 0.03 0.12 0.29 0.06 v/s Ratio Perm 0.00 0.08 c0.62
v/c Ratio 0.95 1.15 0.01 1.81 0.51 0.96 0.57 0.66 0.44 0.76 0.11 0.62 Uniform Delay, d1 55.5 52.8 42.3 58.5 50.6 26.1 60.5 49.8 47.5 35.7 17.0 0.0 Progression Factor 1.00 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 20.9 84.0 0.0 374.7 0.8 13.6 4.7 1.5 0.8 1.7 0.0 1.9 Delay (s) 76.3 136.8 42.3 433.1 51.4 39.8 65.2 51.2 48.3 37.4 17.0 1.9 Level of Service E F D F D D E D D D B A
Approach Delay (s) 107.9 148.4 51.2 22.3
Approach LOS F F D C
Intersection Summary
HCM 2000 Control Delay 84.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.10
Actuated Cycle Length (s) 131.9 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 11: Isabel Ave & Stanley Blvd
Synchro 11 Report

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 730 400 1210 270 750 2120
Future Volume (vph) 730 400 1210 270 750 2120
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width 13 13 13 13 13 13
Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 0.95
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3547 1636 3657 1636 3547 3657
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3547 1636 3657 1636 3547 3657
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 811 444 1344 300 833 2356
RTOR Reduction (vph) 0 309 0 182 0 0
Lane Group Flow (vph) 811 135 1344 118 833 2356
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2
Actuated Green, G (s) 17.3 17.3 28.5 28.5 16.9 49.5
Effective Green, g (s) 18.4 18.4 29.6 29.6 18.0 50.6
Actuated g/C Ratio 0.25 0.25 0.39 0.39 0.24 0.67
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 870 401 1443 645 851 2467
v/s Ratio Prot c0.23 0.37 0.23 c0.64
v/s Ratio Perm 0.08 0.07
v/c Ratio 0.93 0.34 0.93 0.18 0.98 0.96
Uniform Delay, d1 27.7 23.3 21.7 14.8 28.3 11.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 16.4 0.5 12.2 0.6 25.4 10.3
Delay (s) 44.1 23.8 33.9 15.4 53.7 21.4
Level of Service D C C B D C
Approach Delay (s) 36.9 30.5 29.9
Approach LOS D C C
Intersection Summary
HCM 2000 Control Delay 31.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 86.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 12: Valley Ave & Busch Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 760 950 710 70 40 200
Future Volume (vph) 760 950 710 70 40 200
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.89 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3487 3181 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3487 3181 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 817 1022 763 75 43 215
RTOR Reduction (vph) 0060 1 0 1 1 0 0
Lane Group Flow (vph) 817 1022 832 0 50 7
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 30.3 103.0 64.7 6.8 6.8
Effective Green, g (s) 30.3 104.3 66.0 7.7 7.7
Actuated g/C Ratio 0.25 0.87 0.55 0.06 0.06
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 866 3075 1917 204 92
v/s Ratio Prot c0.24 0.29 c0.24 c0.02
v/s Ratio Perm 0.00
v/c Ratio 0.94 0.33 0.43 0.24 0.07
Uniform Delay, d1 44.0 1.4 16.0 53.4 52.8
Progression Factor 1.21 0.59 0.99 1.00 1.00
Incremental Delay, d2 16.3 0.2 0.7 0.2 0.1
Delay (s) 69.6 1.1 16.5 53.6 52.9
Level of Service E A B D D
Approach Delay (s) 31.5 16.5 53.3
Approach LOS C B D
Intersection Summary
HCM 2000 Control Delay 29.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 13: Tassajara Rd & I-580 WB
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 560 0 230 0 1750 610 0 1520 810 Future Volume (vph) 0 0 0 560 0 230 0 1750 610 0 1520 810 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.88 0.95 1.00 0.91 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 2787 3539 1583 5085 1583
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 2787 3539 1583 5085 1583
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 596 0 245 0 1862 649 0 1617 862
RTOR Reduction (vph) 00000 4 500 2 4 1000
Lane Group Flow (vph) 0 0 0 596 0 200 0 1862 408 0 1617 862 Turn Type Prot Perm NA Perm NA Free
Protected Phases 4 6 2
Permitted Phases 4 4 6 Free
Actuated Green, G (s) 11.0 11.0 32.7 32.7 32.7 55.0
Effective Green, g (s) 12.4 12.4 34.6 34.6 34.6 55.0
Actuated g/C Ratio 0.23 0.23 0.63 0.63 0.63 1.00
Clearance Time (s) 5.4 5.4 5.9 5.9 5.9
Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0
Lane Grp Cap (vph) 773 628 2226 995 3198 1583
v/s Ratio Prot c0.17 c0.53 0.32
v/s Ratio Perm 0.07 0.26 0.54
v/c Ratio 0.77 0.32 0.84 0.41 0.51 0.54
Uniform Delay, d1 20.0 17.8 8.0 5.1 5.5 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 5.6 0.6 3.9 1.3 0.6 1.4
Delay (s) 25.5 18.4 11.9 6.4 6.1 1.4
Level of Service C B B A A A
Approach Delay (s) 0.0 23.5 10.5 4.5
Approach LOS A C B A
Intersection Summary
HCM 2000 Control Delay 9.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 55.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 14: Santa Rita Rd & I-580 EB/Pimlico Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 510 170 60 150 0 340 0 2510 130 300 1080 710 Future Volume (vph) 510 170 60 150 0 340 0 2510 130 300 1080 710 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 3.1 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 1.00 1.00 0.97 0.88 0.86 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 Frt 1.00 1.00 0.85 1.00 0.85 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 1863 1561 3433 2787 6356 1770 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 1863 1561 3433 2787 6356 1770 3539 1583 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 526 175 62 155 0 351 0 2588 134 309 1113 732 RTOR Reduction (vph) 00000006000 2 8 9
Lane Group Flow (vph) 526 175 62 155 0 351 0 2716 0 309 1113 443 Confl. Peds. (#/hr) 8
Confl. Bikes (#/hr) 3
Turn Type Prot NA Free Prot pt+ov NA Prot NA Perm
Protected Phases 3 8 7 4 5 6 5 2
Permitted Phases Free 2
Actuated Green, G (s) 21.9 17.2 120.0 16.2 36.6 46.7 20.6 71.3 71.3 Effective Green, g (s) 23.3 18.6 120.0 16.7 38.0 48.1 20.6 72.7 72.7 Actuated g/C Ratio 0.19 0.16 1.00 0.14 0.32 0.40 0.17 0.61 0.61 Clearance Time (s) 5.4 5.4 4.5 5.4 4.0 5.4 5.4
Vehicle Extension (s) 1.8 1.8 1.8 5.0 1.8 5.0 5.0
Lane Grp Cap (vph) 666 288 1561 477 882 2547 303 2144 959 v/s Ratio Prot c0.15 0.09 0.05 c0.13 c0.43 c0.17 0.31
v/s Ratio Perm 0.04 0.28
v/c Ratio 0.79 0.61 0.04 0.32 0.40 1.07 1.02 0.52 0.46
Uniform Delay, d1 46.0 47.3 0.0 46.6 32.1 36.0 49.7 13.6 13.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 Incremental Delay, d2 5.7 2.5 0.0 0.1 0.1 37.8 56.9 0.9 1.6 Delay (s) 51.8 49.8 0.0 46.7 32.2 73.4 106.6 14.5 14.6
Level of Service D D A D C E F B B
Approach Delay (s) 47.1 36.6 73.4 27.7
Approach LOS D D E C
Intersection Summary
HCM 2000 Control Delay 51.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 85.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 15: I-680 NB & Sunol Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 400 680 0 0 530 480 30 10 940 0 0 0 Future Volume (vph) 400 680 0 0 530 480 30 10 940 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 2.7
Lane Util. Factor 1.00 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.98 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 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.96 1.00
Satd. Flow (prot) 1770 1863 5085 1548 1796 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.96 1.00
Satd. Flow (perm) 1770 1863 5085 1548 1796 2787
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 430 731 0 0 570 516 32 11 1011 0 0 0
RTOR Reduction (vph) 00000 1 9 5000000
Lane Group Flow (vph) 430 731 0 0 570 321 0 43 1011 0 0 0 Confl. Bikes (#/hr) 3
Turn Type Prot NA NA Perm Split NA Free
Protected Phases 1 6 2 4 4
Permitted Phases 2 Free
Actuated Green, G (s) 18.0 47.4 25.4 25.4 2.0 60.0
Effective Green, g (s) 18.0 48.7 26.7 26.7 3.3 60.0
Actuated g/C Ratio 0.30 0.81 0.44 0.44 0.05 1.00
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 531 1512 2262 688 98 2787
v/s Ratio Prot c0.24 c0.39 0.11 0.02
v/s Ratio Perm 0.21 c0.36
v/c Ratio 0.81 0.48 0.25 0.47 0.44 0.36
Uniform Delay, d1 19.4 1.8 10.4 11.7 27.5 0.0
Progression Factor 1.11 0.73 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.6 0.8 0.1 0.5 3.1 0.4
Delay (s) 28.0 2.1 10.5 12.2 30.6 0.4
Level of Service C A B B C A
Approach Delay (s) 11.7 11.3 1.6 0.0
Approach LOS BBAA
Intersection Summary
HCM 2000 Control Delay 8.3 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.3 Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 16: Sunol Blvd & I-680 SB
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 20 770 200 350 310 120
Future Volume (vph) 20 770 200 350 310 120
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 0.88 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1863 1863 2787 1770 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1863 1863 2787 1770 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 21 811 211 368 326 126
RTOR Reduction (vph) 0 0 0 177 0 93
Lane Group Flow (vph) 21 811 211 191 326 33
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 2 4
Actuated Green, G (s) 1.4 35.2 29.8 29.8 14.2 14.2
Effective Green, g (s) 1.4 36.5 31.1 31.1 15.5 15.5
Actuated g/C Ratio 0.02 0.61 0.52 0.52 0.26 0.26
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 41 1133 965 1444 457 408
v/s Ratio Prot 0.01 c0.44 0.11 c0.18
v/s Ratio Perm 0.07 0.02
v/c Ratio 0.51 0.72 0.22 0.13 0.71 0.08
Uniform Delay, d1 29.0 8.2 7.8 7.5 20.2 16.8
Progression Factor 1.03 1.15 0.55 0.29 1.00 1.00
Incremental Delay, d2 10.3 3.9 0.1 0.0 5.2 0.1
Delay (s) 40.2 13.3 4.4 2.2 25.4 16.9
Level of Service D B A A C B
Approach Delay (s) 13.9 3.0 23.1
Approach LOS B A C
Intersection Summary
HCM 2000 Control Delay 12.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 1: Santa Rita Rd & W Las Positas Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 240 330 220 390 100 680 1080 130 110 1360 620 Future Volume (vph) 320 240 330 220 390 100 680 1080 130 110 1360 620 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.98 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 0.97 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1433 3433 3420 3433 5085 1556 3433 5085 1551 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1433 3433 3420 3433 5085 1556 3433 5085 1551 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 340 255 351 234 415 106 723 1149 138 117 1447 660 RTOR Reduction (vph) 0 0 260 0 19 0 0 0 74 0 0 0
Lane Group Flow (vph) 340 255 91 234 502 0 723 1149 64 117 1447 660 Confl. Peds. (#/hr) 82 1 1 27
Confl. Bikes (#/hr) 2 9 1
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Free Protected Phases 3 8 7 4 1 6 5 2
Permitted Phases 8 6 Free
Actuated Green, G (s) 15.5 29.8 29.8 10.1 24.4 25.0 53.9 53.9 7.4 36.3 120.0 Effective Green, g (s) 15.5 31.2 31.2 10.1 25.8 25.0 55.3 55.3 7.4 37.7 120.0 Actuated g/C Ratio 0.13 0.26 0.26 0.08 0.22 0.21 0.46 0.46 0.06 0.31 1.00 Clearance Time (s) 4.0 5.4 5.4 4.0 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 1.8 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 443 920 372 288 735 715 2343 717 211 1597 1551 v/s Ratio Prot c0.10 0.07 0.07 c0.15 c0.21 0.23 0.03 c0.28 v/s Ratio Perm 0.06 0.04 0.43
v/c Ratio 0.77 0.28 0.25 0.81 0.68 1.01 0.49 0.09 0.55 0.91 0.43 Uniform Delay, d1 50.5 35.4 35.1 54.0 43.3 47.5 22.5 18.2 54.7 39.5 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.98 0.86 1.39 0.78 0.67 1.00 Incremental Delay, d2 7.0 0.1 0.1 15.1 2.1 31.0 0.5 0.2 1.2 6.5 0.6 Delay (s) 57.5 35.5 35.2 69.1 45.4 77.8 19.9 25.5 44.2 33.0 0.6 Level of Service E D D E D E B C D C A
Approach Delay (s) 43.3 52.8 41.1 24.0
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 2: Santa Rita Rd & Stoneridge Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 420 370 480 1120 410 770 1320 590 280 1560 60 Future Volume (vph) 30 420 370 480 1120 410 770 1320 590 280 1560 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.94 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5053 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5053 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 462 407 527 1231 451 846 1451 648 308 1714 66 RTOR Reduction (vph) 00000 1 5 400 1 8 7040
Lane Group Flow (vph) 33 462 407 527 1231 297 846 1451 461 308 1777 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 21.1 120.0 26.5 44.6 44.6 19.0 41.6 41.6 12.0 34.6 Effective Green, g (s) 3.0 22.5 120.0 26.5 46.0 46.0 19.0 43.0 43.0 12.0 36.0 Actuated g/C Ratio 0.02 0.19 1.00 0.22 0.38 0.38 0.16 0.36 0.36 0.10 0.30 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 953 1560 758 1356 593 790 1822 556 343 1515 v/s Ratio Prot c0.02 0.09 0.15 c0.35 c0.17 0.29 0.09 c0.35 v/s Ratio Perm 0.26 0.19 0.30
v/c Ratio 0.85 0.48 0.26 0.70 0.91 0.50 1.07 0.80 0.83 0.90 1.17 Uniform Delay, d1 58.3 43.6 0.0 43.0 35.0 28.2 50.5 34.6 35.2 53.4 42.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.05 0.50 0.17 1.30 1.35 Incremental Delay, d2 82.5 0.8 0.4 2.2 9.6 1.4 51.9 3.5 12.8 15.6 82.0 Delay (s) 140.7 44.4 0.4 45.3 44.6 29.6 104.9 20.7 18.9 85.2 138.6 Level of Service F D A D D C F C B F F
Approach Delay (s) 28.1 41.7 44.5 130.7
Approach LOS C D D F
Intersection Summary
HCM 2000 Control Delay 64.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 94.6% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 3: Santa Rita Rd & Valley Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 340 360 190 280 440 1090 180 900 180 800 1080 260 Future Volume (vph) 340 360 190 280 440 1090 180 900 180 800 1080 260 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1522 3433 3539 1558 3433 3435 4990 3539 1495 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1522 3433 3539 1558 3433 3435 4990 3539 1495 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 378 400 211 311 489 1211 200 1000 200 889 1200 289 RTOR Reduction (vph) 0 0 145 0000 1 4000 1 3 4
Lane Group Flow (vph) 378 400 66 311 489 1211 200 1186 0 889 1200 155 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 13.0 18.2 18.2 17.7 22.9 115.0 9.4 40.5 20.0 51.1 51.1 Effective Green, g (s) 13.0 19.4 19.4 17.7 24.1 115.0 9.4 41.9 20.0 52.5 52.5 Actuated g/C Ratio 0.11 0.17 0.17 0.15 0.21 1.00 0.08 0.36 0.17 0.46 0.46 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 388 597 256 528 741 1558 280 1251 867 1615 682 v/s Ratio Prot 0.11 0.11 0.09 0.14 0.06 c0.35 c0.18 0.34 v/s Ratio Perm 0.04 c0.78 0.10
v/c Ratio 0.97 0.67 0.26 0.59 0.66 0.78 0.71 0.95 1.03 0.74 0.23 Uniform Delay, d1 50.8 44.8 41.5 45.3 41.7 0.0 51.5 35.5 47.5 25.7 18.9 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 38.4 2.3 0.2 1.1 2.9 3.9 7.0 15.7 37.2 3.1 0.8 Delay (s) 89.3 47.1 41.7 46.4 44.6 3.9 58.5 51.2 84.7 28.8 19.7 Level of Service F DDDDAED FCB
Approach Delay (s) 62.1 20.3 52.2 48.6
Approach LOS E C D D
Intersection Summary
HCM 2000 Control Delay 42.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 115.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 4: Main St/Santa Rita Rd & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 10 10 10 380 20 460 10 630 110 170 860 10 Future Volume (vph) 10 10 10 380 20 460 10 630 110 170 860 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 0.85 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.98 0.95 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1726 1748 1583 1770 3539 1532 1770 3531 Flt Permitted 0.87 0.71 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1532 1305 1583 1770 3539 1532 1770 3531 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 11 11 11 422 22 511 11 700 122 189 956 11 RTOR Reduction (vph) 07000 2 400 8 3010
Lane Group Flow (vph) 0 26 0 0 444 487 11 700 39 189 966 0 Confl. Peds. (#/hr) 20 21 21 20 1 14
Confl. Bikes (#/hr) 5197
Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA
Protected Phases 3 3 3 1 5 2 1 6
Permitted Phases 3 3 2
Actuated Green, G (s) 25.8 25.8 42.3 5.0 22.7 22.7 12.0 29.7 Effective Green, g (s) 26.3 26.3 42.8 5.0 23.4 23.4 12.0 30.4 Actuated g/C Ratio 0.36 0.36 0.58 0.07 0.32 0.32 0.16 0.41 Clearance Time (s) 4.5 4.5 4.0 4.7 4.7 4.0 4.7
Vehicle Extension (s) 2.0 2.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 546 465 919 120 1123 486 288 1456
v/s Ratio Prot c0.31 0.01 0.20 c0.11 c0.27
v/s Ratio Perm 0.02 c0.34 0.03
v/c Ratio 0.05 0.95 0.53 0.09 0.62 0.08 0.66 0.66
Uniform Delay, d1 15.5 23.1 9.4 32.2 21.4 17.6 28.9 17.5 Progression Factor 1.00 1.00 1.00 1.25 0.92 0.76 1.00 1.00 Incremental Delay, d2 0.0 30.0 0.3 0.1 1.1 0.1 4.1 1.2
Delay (s) 15.5 53.2 9.6 40.4 20.8 13.5 33.0 18.7
Level of Service B D A D C B C B
Approach Delay (s) 15.5 29.9 20.0 21.0
Approach LOS B C B C
Intersection Summary
HCM 2000 Control Delay 23.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 73.7 Sum of lost time (s) 12.5 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 5: First St & Ray St/Vineyard Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 120 190 190 260 140 70 510 90 50 710 210 Future Volume (vph) 20 120 190 190 260 140 70 510 90 50 710 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.95 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1645 1504 1800 1770 3443 1752 3539 1545 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1645 1504 1481 1770 3443 1752 3539 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 21 128 202 202 277 149 74 543 96 53 755 223 RTOR Reduction (vph) 0 67 0 0 22 0 0 15 0 0 0 157
Lane Group Flow (vph) 21 263 0 202 404 0 74 624 0 53 755 66 Confl. Peds. (#/hr) 29 16 4 1
Confl. Bikes (#/hr) 2 10 1 1
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% 2%
Parking (#/hr) 10 10 10
Turn Type Prot NA Prot NA Prot NA Prot NA Perm
Protected Phases 7 4 3 8 1 6 5 2
Permitted Phases 2
Actuated Green, G (s) 13.8 22.5 16.6 25.3 4.0 24.4 4.0 24.4 24.4 Effective Green, g (s) 14.1 22.8 16.9 25.6 4.0 25.3 4.0 25.3 25.3 Actuated g/C Ratio 0.17 0.27 0.20 0.30 0.05 0.30 0.05 0.30 0.30 Clearance Time (s) 4.3 4.3 4.3 4.3 4.0 4.9 4.0 4.9 4.9
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 293 441 299 542 83 1024 82 1053 459
v/s Ratio Prot 0.01 0.16 c0.13 c0.22 c0.04 0.18 0.03 c0.21 v/s Ratio Perm 0.04
v/c Ratio 0.07 0.60 0.68 0.75 0.89 0.61 0.65 0.72 0.14
Uniform Delay, d1 29.9 27.1 31.5 26.8 40.3 25.6 39.8 26.7 21.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 2.2 5.9 5.5 63.7 2.7 16.2 4.2 0.7 Delay (s) 30.0 29.2 37.4 32.3 104.0 28.3 56.0 30.8 22.6 Level of Service C C D C F C E C C
Approach Delay (s) 29.3 34.0 36.2 30.3
Approach LOS CCDC
Intersection Summary
HCM 2000 Control Delay 32.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 85.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 6: Sunol Blvd/First St & Bernal Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 250 240 300 330 700 50 360 570 30 40 670 270 Future Volume (vph) 250 240 300 330 700 50 360 570 30 40 670 270 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 1.00 0.85 1.00 0.96
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3539 1557 3433 3499 3433 1863 1559 1504 3113 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3539 1557 3433 3499 3433 1863 1559 1504 3113 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 278 267 333 367 778 56 400 633 33 44 744 300 RTOR Reduction (vph) 0 0 202 04000 1 70 3 60
Lane Group Flow (vph) 278 267 131 367 830 0 400 633 16 44 1008 0 Confl. Peds. (#/hr) 1427
Confl. Bikes (#/hr) 2 3 1
Parking (#/hr) 10 10 10
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 2
Actuated Green, G (s) 11.0 16.7 16.7 25.0 30.7 15.9 55.7 55.7 4.8 44.6 Effective Green, g (s) 11.0 17.6 17.6 25.0 31.6 15.9 56.6 56.6 4.8 45.5 Actuated g/C Ratio 0.09 0.15 0.15 0.21 0.26 0.13 0.47 0.47 0.04 0.38 Clearance Time (s) 4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 314 519 228 715 921 454 878 735 60 1180 v/s Ratio Prot c0.08 0.08 0.11 c0.24 c0.12 0.34 0.03 c0.32 v/s Ratio Perm 0.08 0.01
v/c Ratio 0.89 0.51 0.57 0.51 0.90 0.88 0.72 0.02 0.73 0.85 Uniform Delay, d1 53.9 47.3 47.7 42.1 42.7 51.1 25.4 16.9 57.0 34.2 Progression Factor 0.92 0.81 0.50 1.00 1.00 0.95 0.80 1.00 1.15 0.76 Incremental Delay, d2 23.9 0.8 3.4 0.6 11.8 17.4 4.9 0.1 22.0 4.5 Delay (s) 73.4 38.9 27.2 42.7 54.5 65.8 25.1 17.0 87.2 30.6 Level of Service E DCDD ECBFC
Approach Delay (s) 45.4 50.9 40.1 32.9
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay 42.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 79.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 7: Bernal Ave & Vineyard Ave/Tawny Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 160 50 100 120 80 100 30 240 30 40 580 120 Future Volume (vph) 160 50 100 120 80 100 30 240 30 40 580 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 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 1.00 Frt 1.00 0.91 1.00 0.85 1.00 0.98 1.00 0.97
Flt Protected 0.95 1.00 0.97 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1429 1346 1537 1328 1770 3470 1765 1808 Flt Permitted 0.95 1.00 0.97 1.00 0.11 1.00 0.57 1.00
Satd. Flow (perm) 1429 1346 1537 1328 205 3470 1056 1808 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 178 56 111 133 89 111 33 267 33 44 644 133 RTOR Reduction (vph) 0 69 0 0 0 91 090070
Lane Group Flow (vph) 160 116 0 0 222 20 33 291 0 44 770 0 Confl. Peds. (#/hr) 9 2 2
Confl. Bikes (#/hr) 1 4 2
Parking (#/hr) 10 10 10 10 10 10
Turn Type Split NA Split NA Perm Perm NA Perm NA
Protected Phases 4 4 3 3 2 6
Permitted Phases 3 2 6
Actuated Green, G (s) 13.9 13.9 13.6 13.6 36.9 36.9 36.9 36.9 Effective Green, g (s) 14.5 14.5 13.8 13.8 37.8 37.8 37.8 37.8 Actuated g/C Ratio 0.19 0.19 0.18 0.18 0.48 0.48 0.48 0.48 Clearance Time (s) 4.6 4.6 4.2 4.2 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 265 249 271 234 99 1679 511 875
v/s Ratio Prot c0.11 0.09 c0.14 0.08 c0.43
v/s Ratio Perm 0.01 0.16 0.04
v/c Ratio 0.60 0.46 0.82 0.08 0.33 0.17 0.09 0.88
Uniform Delay, d1 29.2 28.3 30.9 26.9 12.4 11.3 10.8 18.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.5 16.5 0.1 2.0 0.0 0.1 10.1 Delay (s) 31.8 28.8 47.4 26.9 14.4 11.4 10.9 28.2
Level of Service C C D C B B B C
Approach Delay (s) 30.2 40.6 11.7 27.2
Approach LOS C D B C
Intersection Summary
HCM 2000 Control Delay 27.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 78.1 Sum of lost time (s) 12.0 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 8: Bernal Ave/Valley Ave & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 370 130 50 200 870 760 210 600 30 180 370 200 Future Volume (vph) 370 130 50 200 870 760 210 600 30 180 370 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 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 0.96 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3370 3433 3539 1570 1770 3539 1561 3400 3333 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3370 3433 3539 1570 1770 3539 1561 3400 3333 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 407 143 55 220 956 835 231 659 33 198 407 220 RTOR Reduction (vph) 0 34000 9 50000 8 80
Lane Group Flow (vph) 407 164 0 220 956 740 231 659 33 198 539 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pm+ov Prot NA Free Prot NA
P r o t e c t e d P h a s e s 16 52738 74
Permitted Phases 2 Free
Actuated Green, G (s) 11.0 32.2 5.0 26.2 40.0 13.2 19.3 90.0 13.8 19.9 Effective Green, g (s) 11.0 34.6 5.0 28.6 44.8 13.2 20.6 90.0 13.8 21.2 Actuated g/C Ratio 0.12 0.38 0.06 0.32 0.50 0.15 0.23 1.00 0.15 0.24 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 4.0 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 419 1295 190 1124 781 259 810 1561 521 785 v/s Ratio Prot c0.12 0.05 0.06 0.27 c0.17 0.13 c0.19 0.06 c0.16 v/s Ratio Perm 0.30 0.02
v/c Ratio 0.97 0.13 1.16 0.85 0.95 0.89 0.81 0.02 0.38 0.69 Uniform Delay, d1 39.3 17.9 42.5 28.7 21.5 37.7 32.9 0.0 34.3 31.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 36.3 0.2 114.3 8.1 20.3 29.4 6.3 0.0 0.5 2.5 Delay (s) 75.7 18.1 156.8 36.8 41.7 67.1 39.2 0.0 34.7 33.9 Level of Service E B F D D E D A C C
Approach Delay (s/veh) 56.8 52.0 44.8 34.1
Approach LOS E D D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 47.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.93
Actuated Cycle Length (s) 90.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 230 950 60 0 870 1410 30 160 10 1270 300 450 Future Volume (vph) 230 950 60 0 870 1410 30 160 10 1270 300 450 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.95 0.88 1.00 0.86 0.94 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1324 3539 2787 1770 3992 4990 3283 1563 Flt Permitted 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1324 3539 2787 1770 3992 4990 3283 1563 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 235 969 61 0 888 1439 31 163 10 1296 306 459 RTOR Reduction (vph) 0 0 27 0 0 255 090000
Lane Group Flow (vph) 235 969 34 0 888 1184 31 164 0 1296 306 459 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 7.8 51.9 51.9 40.1 60.6 3.4 8.9 20.5 26.7 96.6 Effective Green, g (s) 7.8 53.2 53.2 41.4 63.2 3.4 10.9 20.5 28.0 96.6 Actuated g/C Ratio 0.08 0.55 0.55 0.43 0.65 0.04 0.11 0.21 0.29 1.00 Clearance Time (s) 4.0 5.3 5.3 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.0 2.5 2.5 2.5
Lane Grp Cap (vph) 402 1949 729 1516 1823 62 450 1058 951 1563 v/s Ratio Prot 0.05 c0.27 0.25 c0.42 0.02 0.04 c0.26 0.09 v/s Ratio Perm 0.03 c0.29
v/c Ratio 0.58 0.50 0.05 0.59 0.65 0.50 0.36 1.22 0.32 0.29 Uniform Delay, d1 42.8 13.4 10.0 21.1 10.0 45.8 39.6 38.0 26.9 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 0.2 0.0 0.6 0.8 2.3 0.4 109.8 0.1 0.5 Delay (s) 44.2 13.6 10.0 21.6 10.8 48.1 40.0 147.8 27.0 0.5 Level of Service D B B C B D D F C A
Approach Delay (s) 19.1 15.0 41.2 97.1
Approach LOS B B D F
Intersection Summary
HCM 2000 Control Delay 45.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 96.6 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 11: Isabel Ave & Stanley Blvd
Synchro 11 Report

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 460 740 2500 460 640 1610
Future Volume (vph) 460 740 2500 460 640 1610
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width 13 13 13 13 13 13
Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Util. Factor 0.97 1.00 0.91 0.88 0.97 0.95
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3547 1636 5255 2880 3547 3657
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3547 1636 5255 2880 3547 3657
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 511 822 2778 511 711 1789
RTOR Reduction (vph) 0 198 0 196 0 0
Lane Group Flow (vph) 511 624 2778 315 711 1789
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2
Actuated Green, G (s) 33.9 33.9 54.9 54.9 18.9 77.9
Effective Green, g (s) 35.0 35.0 56.0 56.0 20.0 79.0
Actuated g/C Ratio 0.29 0.29 0.47 0.47 0.17 0.66
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1034 477 2452 1344 591 2407
v/s Ratio Prot 0.14 c0.53 c0.20 0.49
v/s Ratio Perm c0.38 0.11
v/c Ratio 0.49 1.31 1.13 0.23 1.20 0.74
Uniform Delay, d1 35.2 42.5 32.0 19.2 50.0 13.7
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.4 152.9 65.5 0.4 106.8 2.1
Delay (s) 35.5 195.4 97.5 19.6 156.8 15.8
Level of Service D F F B F B
Approach Delay (s) 134.1 85.4 55.9
Approach LOS F F E
Intersection Summary
HCM 2000 Control Delay 84.2 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.20
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 100.8% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 12: Valley Ave & Busch Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 520 600 1390 480 160 530
Future Volume (vph) 520 600 1390 480 160 530
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.96 0.91 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3357 3068 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3357 3068 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 553 638 1479 511 170 564
RTOR Reduction (vph) 0 0 32 0 227 227
Lane Group Flow (vph) 553 638 1958 0 225 55
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 17.0 85.7 60.7 9.4 9.4
Effective Green, g (s) 17.0 87.0 62.0 10.3 10.3
Actuated g/C Ratio 0.16 0.83 0.59 0.10 0.10
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 554 2923 1976 300 140
v/s Ratio Prot c0.16 0.18 c0.58 c0.07
v/s Ratio Perm 0.04
v/c Ratio 1.00 0.22 0.99 0.75 0.39
Uniform Delay, d1 44.1 1.9 21.4 46.2 44.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 37.5 0.0 18.0 8.6 0.7
Delay (s) 81.6 2.0 39.4 54.9 45.2
Level of Service F A D D D
Approach Delay (s) 39.0 39.4 51.2
Approach LOS D D D
Intersection Summary
HCM 2000 Control Delay 41.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 105.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 88.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 13: Tassajara Rd & I-580 WB
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 550 0 350 0 1430 480 0 1060 870 Future Volume (vph) 0 0 0 550 0 350 0 1430 480 0 1060 870 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 2.1 4.0 4.0
Lane Util. Factor 0.97 0.88 0.95 1.00 0.91 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 2787 3539 1583 5085 1583
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 2787 3539 1583 5085 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 579 0 368 0 1505 505 0 1116 916
RTOR Reduction (vph) 00000 6 100 1 9 1000
Lane Group Flow (vph) 0 0 0 579 0 307 0 1505 314 0 1116 916 Turn Type Prot Perm NA Perm NA Free
Protected Phases 4 6 2
Permitted Phases 4 4 6 Free
Actuated Green, G (s) 7.6 7.6 21.1 21.1 21.1 40.0
Effective Green, g (s) 9.0 9.0 23.0 24.9 23.0 40.0
Actuated g/C Ratio 0.22 0.22 0.58 0.62 0.58 1.00
Clearance Time (s) 5.4 5.4 5.9 5.9 5.9
Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0
Lane Grp Cap (vph) 772 627 2034 985 2923 1583
v/s Ratio Prot 0.17 c0.43 0.22
v/s Ratio Perm 0.11 0.20 c0.58
v/c Ratio 0.75 0.49 0.74 0.32 0.38 0.58
Uniform Delay, d1 14.5 13.5 6.3 3.6 4.6 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 4.9 1.3 2.5 0.9 0.4 1.5
Delay (s) 19.3 14.8 8.8 4.4 5.0 1.5
Level of Service B B A A A A
Approach Delay (s) 0.0 17.6 7.7 3.4
Approach LOS ABAA
Intersection Summary
HCM 2000 Control Delay 7.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 40.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 14: Santa Rita Rd & I-580 EB/Pimlico Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 860 110 680 150 0 240 0 1160 90 160 1510 350 Future Volume (vph) 860 110 680 150 0 240 0 1160 90 160 1510 350 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 3.1 4.0 4.0 4.0 2.6 Lane Util. Factor 0.97 1.00 1.00 0.97 0.88 0.86 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 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 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 1863 1561 3433 2787 6333 3433 3539 1536 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 1863 1561 3433 2787 6333 3433 3539 1536 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 896 115 708 156 0 250 0 1208 94 167 1573 365 RTOR Reduction (vph) 0000000 1 4000 1 9 3
Lane Group Flow (vph) 896 115 708 156 0 250 0 1288 0 167 1573 172 Confl. Peds. (#/hr) 7 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA Free Prot pt+ov NA Prot NA Perm
Protected Phases 3 8 7 4 5 6 5 2
Permitted Phases Free 2
Actuated Green, G (s) 25.1 11.9 90.0 23.1 19.8 30.3 5.4 39.7 39.7 Effective Green, g (s) 26.5 13.3 90.0 23.6 21.2 31.7 5.4 41.1 42.5 Actuated g/C Ratio 0.29 0.15 1.00 0.26 0.24 0.35 0.06 0.46 0.47 Clearance Time (s) 5.4 5.4 4.5 5.4 4.0 5.4 5.4
Vehicle Extension (s) 1.8 1.8 1.8 5.0 1.8 5.0 5.0
Lane Grp Cap (vph) 1010 275 1561 900 656 2230 205 1616 725 v/s Ratio Prot c0.26 0.06 0.05 0.09 0.20 0.05 c0.44
v/s Ratio Perm c0.45 0.11
v/c Ratio 0.89 0.42 0.45 0.17 0.38 0.58 0.81 0.97 0.24
Uniform Delay, d1 30.3 34.8 0.0 25.7 28.9 23.7 41.8 23.9 14.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.3 0.4 1.0 0.0 0.1 1.1 20.4 16.9 0.8 Delay (s) 39.6 35.2 1.0 25.7 29.0 24.8 62.2 40.8 14.9
Level of Service D D A C C C E D B
Approach Delay (s) 23.4 27.7 24.8 38.0
Approach LOS CCCD
Intersection Summary
HCM 2000 Control Delay 29.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.95
Actuated Cycle Length (s) 90.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 15: I-680 NB & Sunol Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 530 0 0 1350 470 40 0 560 0 0 0 Future Volume (vph) 170 530 0 0 1350 470 40 0 560 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 2.7
Lane Util. Factor 1.00 1.00 0.91 1.00 1.00 0.88
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1845 5085 1583 1543 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1845 5085 1583 1543 2787
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 181 564 0 0 1436 500 43 0 596 0 0 0
RTOR Reduction (vph) 00000 2 4 7000000
Lane Group Flow (vph) 181 564 0 0 1436 253 0 43 596 0 0 0 Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 17% 2% 2% 2% 2% 2% Turn Type Prot NA NA Perm Split NA Free
Protected Phases 1 6 2 4 4
Permitted Phases 2 Free
Actuated Green, G (s) 6.9 32.4 21.5 21.5 2.0 45.0
Effective Green, g (s) 6.9 33.7 22.8 22.8 3.3 45.0
Actuated g/C Ratio 0.15 0.75 0.51 0.51 0.07 1.00
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 271 1381 2576 802 113 2787
v/s Ratio Prot c0.10 0.31 c0.28 0.03
v/s Ratio Perm 0.16 c0.21
v/c Ratio 0.67 0.41 0.56 0.32 0.38 0.21
Uniform Delay, d1 18.0 2.0 7.6 6.5 19.9 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.1 0.2 0.9 1.0 2.1 0.2
Delay (s) 24.1 2.2 8.5 7.6 22.0 0.2
Level of Service C A A A C A
Approach Delay (s) 7.5 8.3 1.6 0.0
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 6.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 45.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 52.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project AM 16: Sunol Blvd & I-680 SB
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 260 380 520 860 310 170
Future Volume (vph) 260 380 520 860 310 170
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 0.88 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 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 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1863 1863 2728 1656 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1863 1863 2728 1656 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 274 400 547 905 326 179
RTOR Reduction (vph) 0 0 0 576 0 133
Lane Group Flow (vph) 274 400 547 329 326 46
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 2% 2% 9% 2%
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 2 4
Actuated Green, G (s) 10.9 35.4 20.5 20.5 14.0 14.0
Effective Green, g (s) 10.9 36.7 21.8 21.8 15.3 15.3
Actuated g/C Ratio 0.18 0.61 0.36 0.36 0.26 0.26
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 321 1139 676 991 422 403
v/s Ratio Prot c0.15 0.21 c0.29 c0.20
v/s Ratio Perm 0.12 0.03
v/c Ratio 0.85 0.35 0.81 0.33 0.77 0.11
Uniform Delay, d1 23.8 5.8 17.2 13.8 20.7 17.1
Progression Factor 1.08 0.86 1.00 1.00 1.00 1.00
Incremental Delay, d2 18.7 0.2 10.1 0.9 8.5 0.1
Delay (s) 44.3 5.1 27.3 14.7 29.3 17.3
Level of Service D A C B C B
Approach Delay (s) 21.0 19.5 25.0
Approach LOS C B C
Intersection Summary
HCM 2000 Control Delay 20.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 68.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 1: Santa Rita Rd & W Las Positas Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 650 380 690 180 150 100 530 1600 180 110 1210 430 Future Volume (vph) 650 380 690 180 150 100 530 1600 180 110 1210 430 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.98 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 0.94 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1551 3433 3309 3433 5085 1559 3433 5085 1557 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1551 3433 3309 3433 5085 1559 3433 5085 1557 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 670 392 711 186 155 103 546 1649 186 113 1247 443 RTOR Reduction (vph) 0 0 257 0 82 0 0 0 81 0 0 0
Lane Group Flow (vph) 670 392 454 186 176 0 546 1649 105 113 1247 443 Confl. Peds. (#/hr) 5 1 1 14
Confl. Bikes (#/hr) 5 4 1
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Free Protected Phases 3 8 7 4 1 6 5 2
Permitted Phases 8 6 Free
Actuated Green, G (s) 27.2 35.9 35.9 8.1 16.8 20.0 51.3 51.3 5.9 37.2 120.0 Effective Green, g (s) 27.2 37.3 37.3 8.1 18.2 20.0 52.7 52.7 5.9 38.6 120.0 Actuated g/C Ratio 0.23 0.31 0.31 0.07 0.15 0.17 0.44 0.44 0.05 0.32 1.00 Clearance Time (s) 4.0 5.4 5.4 4.0 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 1.8 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 778 1100 482 231 501 572 2233 684 168 1635 1557 v/s Ratio Prot 0.20 0.11 c0.05 0.05 c0.16 0.32 0.03 c0.25 v/s Ratio Perm c0.29 0.07 0.28
v/c Ratio 0.86 0.36 0.94 0.81 0.35 0.95 0.74 0.15 0.67 0.76 0.28 Uniform Delay, d1 44.6 32.0 40.3 55.2 45.6 49.5 27.9 20.2 56.1 36.6 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.48 0.27 0.02 1.26 0.51 1.00 Incremental Delay, d2 9.3 0.1 26.7 17.2 0.2 13.5 0.8 0.2 6.7 2.8 0.4 Delay (s) 53.9 32.1 67.0 72.4 45.8 37.2 8.3 0.6 77.6 21.6 0.4 Level of Service D C E E D D A A E C A
Approach Delay (s) 54.3 56.9 14.3 19.9
Approach LOS D E B B
Intersection Summary
HCM 2000 Control Delay 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 81.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 2: Santa Rita Rd & Stoneridge Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 130 980 800 600 430 450 480 1640 340 540 1560 40 Future Volume (vph) 130 980 800 600 430 450 480 1640 340 540 1560 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.94 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 4990 5085 1550 3433 5063 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 4990 5085 1550 3433 5063 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 135 1021 833 625 448 469 500 1708 354 562 1625 42 RTOR Reduction (vph) 00000 1 8 400 1 0 6020
Lane Group Flow (vph) 135 1021 833 625 448 285 500 1708 248 563 1665 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 10 4 5 2
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 11.3 33.2 120.0 16.8 38.7 38.7 11.0 37.2 37.2 14.0 40.2 Effective Green, g (s) 11.3 34.6 120.0 16.8 40.1 40.1 11.0 38.6 38.6 14.0 41.6 Actuated g/C Ratio 0.09 0.29 1.00 0.14 0.33 0.33 0.09 0.32 0.32 0.12 0.35 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 166 1466 1560 480 1182 515 457 1635 498 400 1755 v/s Ratio Prot c0.08 c0.20 c0.18 0.13 0.10 c0.34 c0.16 0.33 v/s Ratio Perm 0.53 0.18 0.16
v/c Ratio 0.81 0.70 0.53 1.30 0.38 0.55 1.09 1.04 0.50 1.41 0.95 Uniform Delay, d1 53.3 38.0 0.0 51.6 30.5 32.6 54.5 40.7 32.9 53.0 38.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.66 0.42 0.65 0.50 Incremental Delay, d2 24.1 1.9 1.3 150.5 0.4 2.2 68.5 34.1 3.3 192.2 8.3 Delay (s) 77.5 39.9 1.3 202.1 30.9 34.8 123.2 61.0 17.0 226.5 27.4 Level of Service E D A F C C F E B F C
Approach Delay (s) 26.3 101.5 67.0 77.7
Approach LOS C F E E
Intersection Summary
HCM 2000 Control Delay 66.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 97.1% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 3: Santa Rita Rd & Valley Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 380 520 120 230 530 1000 130 790 150 1150 1050 210 Future Volume (vph) 380 520 120 230 530 1000 130 790 150 1150 1050 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 3433 3539 1557 3433 3447 4990 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 3433 3539 1557 3433 3447 4990 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 388 531 122 235 541 1020 133 806 153 1173 1071 214 RTOR Reduction (vph) 0 0 98 0000 1 3000 1 0 9
Lane Group Flow (vph) 388 531 24 235 541 1020 133 946 0 1173 1071 105 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 14.9 22.3 22.3 16.9 24.3 120.0 8.1 33.2 29.0 54.1 54.1 Effective Green, g (s) 14.9 23.5 23.5 16.9 25.5 120.0 8.1 34.6 29.0 55.5 55.5 Actuated g/C Ratio 0.12 0.20 0.20 0.14 0.21 1.00 0.07 0.29 0.24 0.46 0.46 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 426 693 301 483 752 1557 231 993 1205 1636 697 v/s Ratio Prot c0.11 0.15 0.07 0.15 0.04 c0.27 c0.24 0.30 v/s Ratio Perm 0.02 c0.66 0.07
v/c Ratio 0.91 0.77 0.08 0.49 0.72 0.66 0.58 0.95 0.97 0.65 0.15 Uniform Delay, d1 51.9 45.7 39.4 47.5 43.9 0.0 54.3 41.9 45.1 24.9 18.6 Progression Factor 1.00 1.00 1.00 0.74 0.96 1.00 1.00 1.00 0.85 0.90 2.90 Incremental Delay, d2 23.0 4.6 0.0 0.2 2.7 1.4 2.2 19.2 11.8 0.9 0.2 Delay (s) 74.9 50.2 39.5 35.1 44.8 1.4 56.4 61.1 50.2 23.4 54.3 Level of Service E DDDDAEE DCD
Approach Delay (s) 58.2 18.9 60.6 38.9
Approach LOS E B E D
Intersection Summary
HCM 2000 Control Delay 40.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.90
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 90.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 4: Main St/Santa Rita Rd & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 20 20 100 10 250 10 630 260 280 930 20 Future Volume (vph) 20 20 20 100 10 250 10 630 260 280 930 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 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 1.00 1.00 Frt 0.95 1.00 0.85 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.98 0.96 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1740 1778 1583 1770 3539 1543 1770 3526 Flt Permitted 0.88 0.77 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1562 1424 1583 1770 3539 1543 1770 3526 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 22 22 22 111 11 278 11 700 289 311 1033 22 RTOR Reduction (vph) 0 18 0 0 0 21 0 0 183 0 1 0
Lane Group Flow (vph) 0 48 0 0 122 257 11 700 106 311 1054 0 Confl. Peds. (#/hr) 3 3 3 5
Confl. Bikes (#/hr) 1 3 1
Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA
Protected Phases 3 3 3 1 5 2 1 6
Permitted Phases 3 3 2
Actuated Green, G (s) 12.7 12.7 40.9 5.1 27.6 27.6 23.7 46.2 Effective Green, g (s) 13.2 13.2 41.4 5.1 28.3 28.3 23.7 46.9 Actuated g/C Ratio 0.17 0.17 0.54 0.07 0.37 0.37 0.31 0.61 Clearance Time (s) 4.5 4.5 4.0 4.7 4.7 4.0 4.7
Vehicle Extension (s) 2.0 2.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 267 243 848 116 1297 565 543 2142
v/s Ratio Prot 0.16 0.01 c0.20 c0.18 0.30
v/s Ratio Perm 0.03 c0.09 0.07
v/c Ratio 0.18 0.50 0.30 0.09 0.54 0.19 0.57 0.49
Uniform Delay, d1 27.4 29.0 9.9 33.9 19.3 16.6 22.5 8.5 Progression Factor 1.00 1.00 1.00 1.27 0.90 1.06 1.00 1.00 Incremental Delay, d2 0.1 0.6 0.1 0.1 0.4 0.2 0.9 0.2
Delay (s) 27.5 29.6 10.0 43.3 17.8 17.8 23.4 8.7
Level of Service C C A D B B C A
Approach Delay (s) 27.5 16.0 18.1 12.0
Approach LOS C B B B
Intersection Summary
HCM 2000 Control Delay 15.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 77.2 Sum of lost time (s) 12.5 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 5: First St & Ray St/Vineyard Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 70 180 180 130 130 40 90 870 170 70 410 40 Future Volume (vph) 70 180 180 130 130 40 90 870 170 70 410 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.93 1.00 0.96 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1700 1504 1800 1770 3436 1770 3539 1543 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1700 1504 1521 1770 3436 1770 3539 1543 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 75 194 194 140 140 43 97 935 183 75 441 43 RTOR Reduction (vph) 0 38 0 0 10 0 0 15 0 0 0 13
Lane Group Flow (vph) 75 350 0 140 173 0 97 1103 0 75 441 30 Confl. Peds. (#/hr) 10 4 2 1
Confl. Bikes (#/hr) 3322
Parking (#/hr) 10 10 10
Turn Type Prot NA Prot NA Prot NA Prot NA Perm
Protected Phases 7 4 3 8 1 6 5 2
Permitted Phases 2
Actuated Green, G (s) 8.2 22.6 14.1 28.5 8.8 35.8 5.0 32.0 32.0 Effective Green, g (s) 8.5 22.9 14.4 28.8 8.8 36.7 5.0 32.9 32.9 Actuated g/C Ratio 0.09 0.24 0.15 0.30 0.09 0.39 0.05 0.35 0.35 Clearance Time (s) 4.3 4.3 4.3 4.3 4.0 4.9 4.0 4.9 4.9
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 158 409 227 545 163 1327 93 1225 534 v/s Ratio Prot 0.04 c0.21 c0.09 0.10 0.05 c0.32 c0.04 0.12 v/s Ratio Perm 0.02
v/c Ratio 0.47 0.86 0.62 0.32 0.60 0.83 0.81 0.36 0.06
Uniform Delay, d1 41.1 34.5 37.7 25.5 41.4 26.4 44.5 23.2 20.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.2 15.9 4.9 0.3 5.7 6.2 38.1 0.8 0.2 Delay (s) 43.4 50.4 42.6 25.9 47.1 32.5 82.7 24.0 20.9
Level of Service D D D C D C F C C
Approach Delay (s) 49.3 33.1 33.7 31.6
Approach LOS DCCC
Intersection Summary
HCM 2000 Control Delay 36.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 95.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 75.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 6: Sunol Blvd/First St & Bernal Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 380 510 230 110 290 30 250 690 480 70 480 260 Future Volume (vph) 380 510 230 110 290 30 250 690 480 70 480 260 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3539 1583 3433 3483 3433 1863 1558 1504 3077 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3539 1583 3433 3483 3433 1863 1558 1504 3077 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 413 554 250 120 315 33 272 750 522 76 522 283 RTOR Reduction (vph) 0 0 192 09000 1 6 00 6 90
Lane Group Flow (vph) 413 554 58 120 339 0 272 750 362 76 736 0 Confl. Peds. (#/hr) 4 3 9
Confl. Bikes (#/hr) 1 2
Parking (#/hr) 10 10 10
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 2
Actuated Green, G (s) 12.6 21.1 21.1 6.9 15.4 10.0 44.2 44.2 5.0 39.2 Effective Green, g (s) 12.6 22.0 22.0 6.9 16.3 10.0 45.1 45.1 5.0 40.1 Actuated g/C Ratio 0.13 0.23 0.23 0.07 0.17 0.11 0.47 0.47 0.05 0.42 Clearance Time (s) 4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 455 819 366 249 597 361 884 739 79 1298 v/s Ratio Prot c0.12 c0.16 0.03 c0.10 0.08 c0.40 c0.05 0.24 v/s Ratio Perm 0.04 0.23
v/c Ratio 0.91 0.68 0.16 0.48 0.57 0.75 0.85 0.49 0.96 0.57 Uniform Delay, d1 40.6 33.3 29.1 42.3 36.1 41.3 21.9 17.1 44.9 20.9 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 21.5 2.2 0.2 1.5 1.2 8.6 9.9 2.3 87.9 1.8 Delay (s) 62.2 35.5 29.3 43.8 37.4 49.9 31.9 19.4 132.8 22.7 Level of Service E DCDD DCBFC
Approach Delay (s) 43.3 39.0 30.8 32.2
Approach LOS DDCC
Intersection Summary
HCM 2000 Control Delay 35.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 95.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 7: Bernal Ave & Vineyard Ave/Tawny Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 140 80 40 50 40 90 50 720 60 90 340 150 Future Volume (vph) 140 80 40 50 40 90 50 720 60 90 340 150 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.85 1.00 0.99 1.00 0.95
Flt Protected 0.95 0.99 0.97 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1429 1419 1540 1346 1770 3491 1767 1766 Flt Permitted 0.95 0.99 0.97 1.00 0.31 1.00 0.26 1.00
Satd. Flow (perm) 1429 1419 1540 1346 585 3491 492 1766 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 147 84 42 53 42 95 53 758 63 95 358 158 RTOR Reduction (vph) 0 27 0 0 0 85 0800 2 00
Lane Group Flow (vph) 132 114 0 0 95 10 53 813 0 95 496 0 Confl. Peds. (#/hr) 17 4 4
Confl. Bikes (#/hr) 3 3 1
Parking (#/hr) 10 10 10 10 10 10
Turn Type Split NA Split NA Perm Perm NA Perm NA
Protected Phases 4 4 3 3 2 6
Permitted Phases 3 2 6
Actuated Green, G (s) 11.0 11.0 5.3 5.3 22.0 22.0 22.0 22.0 Effective Green, g (s) 11.6 11.6 5.5 5.5 22.9 22.9 22.9 22.9 Actuated g/C Ratio 0.22 0.22 0.11 0.11 0.44 0.44 0.44 0.44 Clearance Time (s) 4.6 4.6 4.2 4.2 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 318 316 162 142 257 1537 216 777
v/s Ratio Prot c0.09 0.08 c0.06 0.23 c0.28
v/s Ratio Perm 0.01 0.09 0.19
v/c Ratio 0.42 0.36 0.59 0.07 0.21 0.53 0.44 0.64
Uniform Delay, d1 17.3 17.1 22.2 20.9 9.0 10.6 10.1 11.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.3 3.5 0.1 0.4 0.3 1.4 1.7
Delay (s) 17.6 17.3 25.6 21.0 9.4 10.9 11.5 13.1
Level of Service B B C C A B B B
Approach Delay (s) 17.5 23.3 10.9 12.8
Approach LOS B C B B
Intersection Summary
HCM 2000 Control Delay 13.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 52.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis B uildout No Project PM 8: Bernal Ave/Valley Ave & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 250 350 50 140 100 330 40 450 180 910 580 330 Future Volume (vph) 250 350 50 140 100 330 40 450 180 910 580 330 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 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 0.98 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3465 3433 3539 1564 1770 3539 1562 3433 3329 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3465 3433 3539 1564 1770 3539 1562 3433 3329 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 278 389 56 156 111 367 44 500 200 1011 644 367 RTOR Reduction (vph) 0 11000000 1 6 40 7 70
Lane Group Flow (vph) 278 434 0 156 111 367 44 500 36 1011 934 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA Free Prot NA Perm Prot NA
Protected Phases 1 6 5 2 3 8 7 4
Permitted Phases Free 8
Actuated Green, G (s) 12.9 30.0 5.0 22.1 100.0 3.6 11.7 11.7 33.6 41.7 Effective Green, g (s) 12.9 32.4 5.0 24.5 100.0 3.6 13.0 13.0 33.6 43.0 Actuated g/C Ratio 0.13 0.32 0.05 0.25 1.00 0.04 0.13 0.13 0.34 0.43 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 442 1122 171 867 1564 63 460 203 1153 1431 v/s Ratio Prot c0.08 c0.13 c0.05 0.03 0.02 c0.14 c0.29 0.28 v/s Ratio Perm 0.23 0.02
v/c Ratio 0.63 0.39 0.91 0.13 0.23 0.70 1.09 0.18 0.88 0.65 Uniform Delay, d1 41.3 26.1 47.3 29.4 0.0 47.7 43.5 38.7 31.3 22.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.8 1.0 44.2 0.3 0.4 28.6 67.5 0.4 7.7 2.3 Delay (s) 44.1 27.1 91.5 29.7 0.4 76.3 111.0 39.1 39.0 24.9 Level of Service D C F C A E F D D C
Approach Delay (s/veh) 33.6 27.9 89.6 31.9
Approach LOS C C F C
Intersection Summary
HCM 2000 Control Delay (s/veh) 42.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 100.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 670 610 10 10 560 1230 80 220 20 1030 70 210 Future Volume (vph) 670 610 10 10 560 1230 80 220 20 1030 70 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 1.00 0.86 0.94 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1561 3433 3539 2787 1770 6329 4990 5085 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1561 3433 3539 2787 1770 6329 4990 5085 1583 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 684 622 10 10 571 1255 82 224 20 1051 71 214 RTOR Reduction (vph) 00600 2 0 90 1 50000
Lane Group Flow (vph) 684 622 4 10 571 1046 82 229 0 1051 71 214 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 10.0 40.5 40.5 0.9 31.4 61.8 7.4 9.1 25.1 27.5 94.9 Effective Green, g (s) 10.0 41.8 41.8 0.9 32.7 63.1 7.4 11.1 25.1 28.8 94.9 Actuated g/C Ratio 0.11 0.44 0.44 0.01 0.34 0.66 0.08 0.12 0.26 0.30 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 525 1558 687 32 1219 1853 138 740 1319 1543 1583 v/s Ratio Prot c0.14 0.18 0.00 0.16 c0.38 0.05 c0.04 c0.21 0.01 v/s Ratio Perm 0.00 0.14
v/c Ratio 1.30 0.40 0.01 0.31 0.47 0.56 0.59 0.31 0.80 0.05 0.14 Uniform Delay, d1 42.5 18.0 14.9 46.7 24.3 8.5 42.3 38.4 32.5 23.3 0.0 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 149.7 0.2 0.0 2.0 0.3 0.4 4.5 0.2 3.3 0.0 0.2 Delay (s) 192.2 18.2 14.9 48.7 24.6 8.9 46.8 38.6 35.8 23.4 0.2 Level of Service F B B D C A D D D C A
Approach Delay (s) 108.6 14.0 40.6 29.5
Approach LOS F B D C
Intersection Summary
HCM 2000 Control Delay 46.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 94.9 Sum of lost time (s) 16.0 Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 11: Isabel Ave & Stanley Blvd
Synchro 11 Report

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 520 560 1360 350 750 2580
Future Volume (vph) 520 560 1360 350 750 2580
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width 13 13 13 13 13 13
Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 0.95
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3547 1636 3657 1636 3547 3657
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3547 1636 3657 1636 3547 3657
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 578 622 1511 389 833 2867
RTOR Reduction (vph) 0 323 0 204 0 0
Lane Group Flow (vph) 578 299 1511 185 833 2867
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2
Actuated Green, G (s) 19.1 19.1 51.2 51.2 27.4 82.7
Effective Green, g (s) 20.2 20.2 52.3 52.3 28.5 83.8
Actuated g/C Ratio 0.18 0.18 0.48 0.48 0.26 0.76
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 651 300 1738 777 918 2785
v/s Ratio Prot 0.16 0.41 0.23 c0.78
v/s Ratio Perm c0.18 0.11
v/c Ratio 0.89 1.00 0.87 0.24 0.91 1.03
Uniform Delay, d1 43.8 44.9 25.8 17.1 39.5 13.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 13.9 50.5 6.2 0.7 12.4 25.2
Delay (s) 57.7 95.3 32.0 17.8 51.9 38.3
Level of Service E F C B D D
Approach Delay (s) 77.2 29.1 41.3
Approach LOS E C D
Intersection Summary
HCM 2000 Control Delay 44.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.05
Actuated Cycle Length (s) 110.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 12: Valley Ave & Busch Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 470 1270 830 170 460 610
Future Volume (vph) 470 1270 830 170 460 610
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.97 0.94 0.85
Flt Protected 0.95 1.00 1.00 0.97 1.00
Satd. Flow (prot) 3433 3539 3440 3309 1441
Flt Permitted 0.95 1.00 1.00 0.97 1.00
Satd. Flow (perm) 3433 3539 3440 3309 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 505 1366 892 183 495 656
RTOR Reduction (vph) 0 0 22 0 114 262
Lane Group Flow (vph) 505 1366 1053 0 670 105
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 13.2 53.0 31.8 16.8 16.8
Effective Green, g (s) 13.2 54.3 33.1 17.7 17.7
Actuated g/C Ratio 0.16 0.68 0.41 0.22 0.22
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 566 2402 1423 732 318
v/s Ratio Prot c0.15 0.39 c0.31 c0.20
v/s Ratio Perm 0.07
v/c Ratio 0.89 0.57 0.74 0.92 0.33
Uniform Delay, d1 32.7 6.7 19.8 30.4 26.2
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 16.2 1.0 3.5 15.8 0.2
Delay (s) 48.9 7.7 23.3 46.2 26.4
Level of Service D A C D C
Approach Delay (s) 18.8 23.3 39.9
Approach LOS B C D
Intersection Summary
HCM 2000 Control Delay 25.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 80.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 13: Tassajara Rd & I-580 WB
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 520 0 240 0 2080 790 0 1910 680 Future Volume (vph) 0 0 0 520 0 240 0 2080 790 0 1910 680 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.88 0.95 1.00 0.91 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 2787 3539 1583 5085 1583
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 2787 3539 1583 5085 1583
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 553 0 255 0 2213 840 0 2032 723
RTOR Reduction (vph) 00000 3 700 2 5 2000
Lane Group Flow (vph) 0 0 0 553 0 218 0 2213 588 0 2032 723 Turn Type Prot Perm NA Perm NA Free
Protected Phases 4 6 2
Permitted Phases 4 4 6 Free
Actuated Green, G (s) 11.6 11.6 47.1 47.1 47.1 70.0
Effective Green, g (s) 13.0 13.0 49.0 49.0 49.0 70.0
Actuated g/C Ratio 0.19 0.19 0.70 0.70 0.70 1.00
Clearance Time (s) 5.4 5.4 5.9 5.9 5.9
Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0
Lane Grp Cap (vph) 637 517 2477 1108 3559 1583
v/s Ratio Prot c0.16 c0.63 0.40
v/s Ratio Perm 0.08 0.37 0.46
v/c Ratio 0.87 0.42 0.89 0.53 0.57 0.46
Uniform Delay, d1 27.7 25.2 8.4 5.0 5.2 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 13.0 1.2 5.5 1.8 0.7 1.0
Delay (s) 40.7 26.3 13.9 6.8 5.9 1.0
Level of Service D C B A A A
Approach Delay (s) 0.0 36.1 11.9 4.6
Approach LOS A D B A
Intersection Summary
HCM 2000 Control Delay 11.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 79.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 14: Santa Rita Rd & I-580 EB/Pimlico Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 710 170 80 150 0 340 0 2840 130 310 1410 710 Future Volume (vph) 710 170 80 150 0 340 0 2840 130 310 1410 710 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 3.1 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 1.00 1.00 0.97 0.88 0.86 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 Frt 1.00 1.00 0.85 1.00 0.85 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 1863 1561 3433 2787 6362 3433 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 1863 1561 3433 2787 6362 3433 3539 1583 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 732 175 82 155 0 351 0 2928 134 320 1454 732 RTOR Reduction (vph) 00000005000 3 0 4
Lane Group Flow (vph) 732 175 82 155 0 351 0 3057 0 320 1454 428 Confl. Peds. (#/hr) 8
Confl. Bikes (#/hr) 3
Turn Type Prot NA Free Prot pt+ov NA Prot NA Perm
Protected Phases 3 8 7 4 5 6 5 2
Permitted Phases Free 2
Actuated Green, G (s) 27.4 17.2 120.0 18.8 24.2 53.6 11.1 68.7 68.7 Effective Green, g (s) 28.8 18.6 120.0 19.3 25.6 55.0 11.1 70.1 70.1 Actuated g/C Ratio 0.24 0.16 1.00 0.16 0.21 0.46 0.09 0.58 0.58 Clearance Time (s) 5.4 5.4 4.5 5.4 4.0 5.4 5.4
Vehicle Extension (s) 1.8 1.8 1.8 5.0 1.8 5.0 5.0
Lane Grp Cap (vph) 823 288 1561 552 594 2915 317 2067 924 v/s Ratio Prot c0.21 0.09 0.05 c0.13 c0.48 c0.09 0.41
v/s Ratio Perm 0.05 0.27
v/c Ratio 0.89 0.61 0.05 0.28 0.59 1.05 1.01 0.70 0.46
Uniform Delay, d1 44.1 47.3 0.0 44.3 42.5 32.5 54.5 17.6 14.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 Incremental Delay, d2 11.2 2.5 0.1 0.1 1.1 30.1 53.0 2.0 1.7 Delay (s) 55.3 49.8 0.1 44.4 43.5 62.1 107.4 19.6 15.9
Level of Service E D A D D E F B B
Approach Delay (s) 49.8 43.8 62.1 29.8
Approach LOS D D E C
Intersection Summary
HCM 2000 Control Delay 47.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 85.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 15: I-680 NB & Sunol Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 430 730 0 0 660 480 20 10 700 0 0 0 Future Volume (vph) 430 730 0 0 660 480 20 10 700 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 2.7
Lane Util. Factor 1.00 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.98 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 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.97 1.00
Satd. Flow (prot) 1770 1863 5085 1548 1803 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.97 1.00
Satd. Flow (perm) 1770 1863 5085 1548 1803 2787
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 462 785 0 0 710 516 22 11 753 0 0 0
RTOR Reduction (vph) 00000 1 9 4000000
Lane Group Flow (vph) 462 785 0 0 710 322 0 33 753 0 0 0 Confl. Bikes (#/hr) 3
Turn Type Prot NA NA Perm Split NA Free
Protected Phases 1 6 2 4 4
Permitted Phases 2 Free
Actuated Green, G (s) 19.0 47.4 24.4 24.4 2.0 60.0
Effective Green, g (s) 19.0 48.7 25.7 25.7 3.3 60.0
Actuated g/C Ratio 0.32 0.81 0.43 0.43 0.05 1.00
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 560 1512 2178 663 99 2787
v/s Ratio Prot c0.26 c0.42 0.14 0.02
v/s Ratio Perm 0.21 c0.27
v/c Ratio 0.82 0.52 0.33 0.49 0.33 0.27
Uniform Delay, d1 19.0 1.8 11.4 12.4 27.3 0.0
Progression Factor 1.11 0.82 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.5 0.8 0.1 0.6 2.0 0.2
Delay (s) 27.5 2.4 11.5 12.9 29.3 0.2
Level of Service C A B B C A
Approach Delay (s) 11.7 12.1 1.5 0.0
Approach LOS BBAA
Intersection Summary
HCM 2000 Control Delay 9.4 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.3 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout No Project PM 16: Sunol Blvd & I-680 SB
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 30 860 200 480 300 160
Future Volume (vph) 30 860 200 480 300 160
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 0.88 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1863 1863 2787 1770 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1863 1863 2787 1770 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 32 905 211 505 316 168
RTOR Reduction (vph) 0 0 0 250 0 126
Lane Group Flow (vph) 32 905 211 255 316 42
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 2 4
Actuated Green, G (s) 2.8 35.8 29.0 29.0 13.6 13.6
Effective Green, g (s) 2.8 37.1 30.3 30.3 14.9 14.9
Actuated g/C Ratio 0.05 0.62 0.51 0.51 0.25 0.25
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 82 1151 940 1407 439 393
v/s Ratio Prot 0.02 c0.49 0.11 c0.18
v/s Ratio Perm 0.09 0.03
v/c Ratio 0.39 0.79 0.22 0.18 0.72 0.11
Uniform Delay, d1 27.8 8.5 8.3 8.1 20.6 17.4
Progression Factor 1.12 1.02 0.47 0.90 1.00 1.00
Incremental Delay, d2 3.0 5.3 0.1 0.1 5.6 0.1
Delay (s) 34.0 13.9 4.1 7.3 26.2 17.5
Level of Service C B A A C B
Approach Delay (s) 14.6 6.4 23.2
Approach LOS B A C
Intersection Summary
HCM 2000 Control Delay 13.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 1: Santa Rita Rd & W Las Positas Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 270 230 330 230 390 90 670 1020 140 110 1300 630 Future Volume (vph) 270 230 330 230 390 90 670 1020 140 110 1300 630 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.98 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 0.97 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1433 3433 3430 3433 5085 1556 3433 5085 1551 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1433 3433 3430 3433 5085 1556 3433 5085 1551 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 287 245 351 245 415 96 713 1085 149 117 1383 670 RTOR Reduction (vph) 0 0 260 0 17 0 0 0 78 0 0 0
Lane Group Flow (vph) 287 245 91 245 494 0 713 1085 71 117 1383 670 Confl. Peds. (#/hr) 82 1 1 27
Confl. Bikes (#/hr) 2 9 1
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Free Protected Phases 3 8 7 4 1 6 5 2
Permitted Phases 8 6 Free
Actuated Green, G (s) 13.7 29.8 29.8 10.6 26.7 26.0 53.4 53.4 7.4 34.8 120.0 Effective Green, g (s) 13.7 31.2 31.2 10.6 28.1 26.0 54.8 54.8 7.4 36.2 120.0 Actuated g/C Ratio 0.11 0.26 0.26 0.09 0.23 0.22 0.46 0.46 0.06 0.30 1.00 Clearance Time (s) 4.0 5.4 5.4 4.0 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 1.8 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 391 920 372 303 803 743 2322 710 211 1533 1551 v/s Ratio Prot c0.08 0.07 c0.07 c0.14 c0.21 0.21 0.03 c0.27 v/s Ratio Perm 0.06 0.05 0.43
v/c Ratio 0.73 0.27 0.25 0.81 0.62 0.96 0.47 0.10 0.55 0.90 0.43 Uniform Delay, d1 51.4 35.3 35.1 53.7 41.1 46.5 22.5 18.6 54.7 40.2 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.03 0.93 1.55 0.76 0.70 1.00 Incremental Delay, d2 6.0 0.1 0.1 13.8 1.0 18.8 0.5 0.2 1.3 6.7 0.6 Delay (s) 57.4 35.4 35.2 67.5 42.1 66.5 21.5 29.0 42.6 34.7 0.6 Level of Service E D D E D E CCDCA
Approach Delay (s) 42.5 50.3 38.6 24.6
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay 35.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 91.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 2: Santa Rita Rd & Stoneridge Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 500 400 340 1140 410 830 1250 310 290 1500 50 Future Volume (vph) 30 500 400 340 1140 410 830 1250 310 290 1500 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.94 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5057 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5057 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 549 440 374 1253 451 912 1374 341 319 1648 55 RTOR Reduction (vph) 00000 1 6 400 1 0 4030
Lane Group Flow (vph) 33 549 440 374 1253 287 912 1374 237 319 1700 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 23.0 120.0 23.6 43.6 43.6 18.0 40.6 40.6 14.0 36.6 Effective Green, g (s) 3.0 24.4 120.0 23.6 45.0 45.0 18.0 42.0 42.0 14.0 38.0 Actuated g/C Ratio 0.02 0.20 1.00 0.20 0.38 0.38 0.15 0.35 0.35 0.12 0.32 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1033 1560 675 1327 580 748 1779 543 400 1601 v/s Ratio Prot c0.02 0.11 0.11 c0.35 c0.18 0.27 0.09 c0.34 v/s Ratio Perm 0.28 0.19 0.15
v/c Ratio 0.85 0.53 0.28 0.55 0.94 0.49 1.22 0.77 0.44 0.80 1.06 Uniform Delay, d1 58.3 42.7 0.0 43.5 36.3 28.8 51.0 34.7 29.9 51.6 41.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.54 0.26 1.35 1.42 Incremental Delay, d2 82.5 1.0 0.5 0.6 13.9 1.4 109.8 3.1 2.3 5.9 36.3 Delay (s) 140.7 43.7 0.5 44.0 50.2 30.2 159.9 21.8 10.1 75.7 94.6 Level of Service F D A D D C F C B E F
Approach Delay (s) 28.2 44.7 68.2 91.7
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay 62.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 94.9% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 3: Santa Rita Rd & Valley Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 360 430 180 300 540 1020 180 710 200 700 1050 280 Future Volume (vph) 360 430 180 300 540 1020 180 710 200 700 1050 280 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1529 3433 3539 1558 3433 3404 4990 3539 1503 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1529 3433 3539 1558 3433 3404 4990 3539 1503 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 400 478 200 333 600 1133 200 789 222 778 1167 311 RTOR Reduction (vph) 0 0 155 0000 2 6000 1 8 4
Lane Group Flow (vph) 400 478 45 333 600 1133 200 985 0 778 1167 127 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 11.0 18.1 18.1 16.1 23.2 95.0 7.5 28.2 14.0 34.7 34.7 Effective Green, g (s) 11.0 19.3 19.3 16.1 24.4 95.0 7.5 29.6 14.0 36.1 36.1 Actuated g/C Ratio 0.12 0.20 0.20 0.17 0.26 1.00 0.08 0.31 0.15 0.38 0.38 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 397 718 310 581 908 1558 271 1060 735 1344 571 v/s Ratio Prot c0.12 0.14 0.10 0.17 0.06 c0.29 c0.16 0.33 v/s Ratio Perm 0.03 c0.73 0.08
v/c Ratio 1.01 0.67 0.14 0.57 0.66 0.73 0.74 0.93 1.06 0.87 0.22 Uniform Delay, d1 42.0 34.9 31.1 36.3 31.6 0.0 42.8 31.7 40.5 27.3 19.9 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 47.1 1.8 0.1 0.9 2.4 3.0 8.7 15.1 49.8 7.8 0.9 Delay (s) 89.1 36.7 31.1 37.1 34.0 3.0 51.5 46.8 90.3 35.1 20.8 Level of Service F DCDCADD FDC
Approach Delay (s) 55.1 17.5 47.6 52.1
Approach LOS E B D D
Intersection Summary
HCM 2000 Control Delay 41.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94
Actuated Cycle Length (s) 95.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 4: Main St/Santa Rita Rd & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 10 10 10 220 20 400 10 430 120 160 800 10 Future Volume (vph) 10 10 10 220 20 400 10 430 120 160 800 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 0.85 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.98 0.96 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1725 1755 1583 1770 3539 1532 1770 3531 Flt Permitted 0.89 0.72 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1568 1321 1583 1770 3539 1532 1770 3531 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 11 11 11 244 22 444 11 478 133 178 889 11 RTOR Reduction (vph) 08000 5 600 9 1010
Lane Group Flow (vph) 0 25 0 0 266 388 11 478 42 178 899 0 Confl. Peds. (#/hr) 20 21 21 20 1 14
Confl. Bikes (#/hr) 5197
Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA
Protected Phases 3 3 3 1 5 2 1 6
Permitted Phases 3 3 2
Actuated Green, G (s) 19.1 19.1 38.1 5.1 20.5 20.5 14.5 29.9 Effective Green, g (s) 19.6 19.6 38.6 5.1 21.2 21.2 14.5 30.6 Actuated g/C Ratio 0.29 0.29 0.57 0.08 0.32 0.32 0.22 0.45 Clearance Time (s) 4.5 4.5 4.0 4.7 4.7 4.0 4.7
Vehicle Extension (s) 2.0 2.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 456 384 907 134 1114 482 381 1605
v/s Ratio Prot c0.24 0.01 0.14 0.10 c0.25
v/s Ratio Perm 0.02 c0.20 0.03
v/c Ratio 0.06 0.69 0.43 0.08 0.43 0.09 0.47 0.56
Uniform Delay, d1 17.2 21.2 8.1 28.9 18.3 16.2 23.0 13.4 Progression Factor 1.00 1.00 1.00 1.32 0.93 1.00 1.00 1.00 Incremental Delay, d2 0.0 4.3 0.1 0.1 0.3 0.1 0.3 0.5
Delay (s) 17.2 25.5 8.2 38.4 17.3 16.4 23.4 13.9
Level of Service B C A D B B C B
Approach Delay (s) 17.2 14.7 17.5 15.4
Approach LOS BBBB
Intersection Summary
HCM 2000 Control Delay 15.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 67.3 Sum of lost time (s) 12.5 Intersection Capacity Utilization 61.3% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 5: First St & Ray St/Vineyard Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 40 120 190 170 250 140 70 740 80 50 770 210 Future Volume (vph) 40 120 190 170 250 140 70 740 80 50 770 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.95 1.00 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1645 1504 1800 1770 3476 1752 3539 1545 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1645 1504 1478 1770 3476 1752 3539 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 43 128 202 181 266 149 74 787 85 53 819 223 RTOR Reduction (vph) 0 68 0 0 24 008000 1 5 3
Lane Group Flow (vph) 43 262 0 181 391 0 74 864 0 53 819 70 Confl. Peds. (#/hr) 29 16 4 1
Confl. Bikes (#/hr) 2 10 1 1
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% 2%
Parking (#/hr) 10 10 10
Turn Type Prot NA Prot NA Prot NA Prot NA Perm
Protected Phases 7 4 3 8 1 6 5 2
Permitted Phases 2
Actuated Green, G (s) 15.1 22.2 15.7 22.8 4.0 25.6 4.0 25.6 25.6 Effective Green, g (s) 15.4 22.5 16.0 23.1 4.0 26.5 4.0 26.5 26.5 Actuated g/C Ratio 0.18 0.26 0.19 0.27 0.05 0.31 0.05 0.31 0.31 Clearance Time (s) 4.3 4.3 4.3 4.3 4.0 4.9 4.0 4.9 4.9
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 320 435 283 489 83 1083 82 1103 481
v/s Ratio Prot 0.02 0.16 c0.12 c0.22 c0.04 c0.25 0.03 0.23 v/s Ratio Perm 0.04
v/c Ratio 0.13 0.60 0.64 0.80 0.89 0.80 0.65 0.74 0.14
Uniform Delay, d1 29.2 27.3 31.8 28.8 40.3 26.8 39.8 26.2 21.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 2.4 4.7 8.9 63.7 6.1 16.2 4.5 0.6 Delay (s) 29.4 29.7 36.5 37.7 104.0 32.9 56.0 30.7 21.7 Level of Service C C D D F C E C C
Approach Delay (s) 29.7 37.3 38.5 30.1
Approach LOS CDDC
Intersection Summary
HCM 2000 Control Delay 34.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 85.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 69.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 6: Sunol Blvd/First St & Bernal Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 220 290 310 310 690 40 360 640 160 30 690 240 Future Volume (vph) 220 290 310 310 690 40 360 640 160 30 690 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 1.00 0.85 1.00 0.96
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3539 1558 3433 3506 3433 1863 1559 1504 3130 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3539 1558 3433 3506 3433 1863 1559 1504 3130 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 244 322 344 344 767 44 400 711 178 33 767 267 RTOR Reduction (vph) 0 0 207 04000 7 90 2 80
Lane Group Flow (vph) 244 322 137 344 807 0 400 711 99 33 1006 0 Confl. Peds. (#/hr) 1427
Confl. Bikes (#/hr) 2 3 1
Parking (#/hr) 10 10 10
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 2
Actuated Green, G (s) 10.9 18.0 18.0 22.8 29.9 16.6 58.4 58.4 3.0 44.8 Effective Green, g (s) 10.9 18.9 18.9 22.8 30.8 16.6 59.3 59.3 3.0 45.7 Actuated g/C Ratio 0.09 0.16 0.16 0.19 0.26 0.14 0.49 0.49 0.02 0.38 Clearance Time (s) 4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 311 557 245 652 899 474 920 770 37 1192 v/s Ratio Prot c0.07 0.09 0.10 c0.23 c0.12 0.38 0.02 c0.32 v/s Ratio Perm 0.09 0.06
v/c Ratio 0.78 0.58 0.56 0.53 0.90 0.84 0.77 0.13 0.89 0.84 Uniform Delay, d1 53.4 46.9 46.7 43.8 43.1 50.4 24.8 16.4 58.3 33.9 Progression Factor 0.93 0.82 0.51 1.00 1.00 0.99 0.74 0.55 1.16 0.76 Incremental Delay, d2 12.0 1.4 2.7 0.8 11.6 12.3 6.0 0.3 70.6 4.0 Delay (s) 61.6 39.6 26.7 44.5 54.7 62.3 24.4 9.3 138.4 29.8 Level of Service E DCDD ECAFC
Approach Delay (s) 40.6 51.7 34.1 33.1
Approach LOS DDCC
Intersection Summary
HCM 2000 Control Delay 39.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 7: Bernal Ave & Vineyard Ave/Tawny Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 190 40 100 120 70 100 30 500 30 40 600 120 Future Volume (vph) 190 40 100 120 70 100 30 500 30 40 600 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 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 1.00 Frt 1.00 0.91 1.00 0.85 1.00 0.99 1.00 0.98
Flt Protected 0.95 0.99 0.97 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1429 1337 1535 1328 1770 3504 1767 1810 Flt Permitted 0.95 0.99 0.97 1.00 0.10 1.00 0.38 1.00
Satd. Flow (perm) 1429 1337 1535 1328 195 3504 704 1810 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 211 44 111 133 78 111 33 556 33 44 667 133 RTOR Reduction (vph) 0 78 0 0 0 93 040070
Lane Group Flow (vph) 190 98 0 0 211 18 33 585 0 44 793 0 Confl. Peds. (#/hr) 9 2 2
Confl. Bikes (#/hr) 1 4 2
Parking (#/hr) 10 10 10 10 10 10
Turn Type Split NA Split NA Perm Perm NA Perm NA
Protected Phases 4 4 3 3 2 6
Permitted Phases 3 2 6
Actuated Green, G (s) 15.3 15.3 13.0 13.0 37.4 37.4 37.4 37.4 Effective Green, g (s) 15.9 15.9 13.2 13.2 38.3 38.3 38.3 38.3 Actuated g/C Ratio 0.20 0.20 0.17 0.17 0.48 0.48 0.48 0.48 Clearance Time (s) 4.6 4.6 4.2 4.2 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 286 267 255 220 94 1690 339 873
v/s Ratio Prot c0.13 0.07 c0.14 0.17 c0.44
v/s Ratio Perm 0.01 0.17 0.06
v/c Ratio 0.66 0.37 0.83 0.08 0.35 0.35 0.13 0.91
Uniform Delay, d1 29.3 27.4 32.0 28.0 12.8 12.8 11.3 18.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.5 0.3 18.5 0.1 2.3 0.1 0.2 13.0 Delay (s) 33.7 27.7 50.5 28.0 15.1 12.9 11.5 31.9
Level of Service C C D C B B B C
Approach Delay (s) 30.9 42.7 13.0 30.9
Approach LOS C D B C
Intersection Summary
HCM 2000 Control Delay 27.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 79.4 Sum of lost time (s) 12.0 Intersection Capacity Utilization 72.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 8: Bernal Ave/Valley Ave & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 310 540 50 290 850 570 200 520 530 150 350 170 Future Volume (vph) 310 540 50 290 850 570 200 520 530 150 350 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 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 0.99 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3486 3433 3539 1583 1770 3539 1561 3400 3345 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3486 3433 3539 1583 1770 3539 1561 3400 3345 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 341 593 55 319 934 626 220 571 582 165 385 187 RTOR Reduction (vph) 05000 2 50000 5 30
Lane Group Flow (vph) 341 643 0 319 934 601 220 571 582 165 519 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Free Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases Free
Actuated Green, G (s) 12.0 43.8 13.0 44.8 68.7 19.5 26.0 120.0 17.5 24.0 Effective Green, g (s) 12.0 46.2 13.0 47.2 67.1 19.5 27.3 120.0 17.5 25.3 Actuated g/C Ratio 0.10 0.39 0.11 0.39 0.56 0.16 0.23 1.00 0.15 0.21 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 343 1342 371 1392 885 287 805 1561 495 705 v/s Ratio Prot c0.10 0.18 0.09 0.26 c0.38 0.12 c0.16 0.05 c0.16 v/s Ratio Perm c0.37
v/c Ratio 0.99 0.48 0.86 0.67 0.68 0.77 0.71 0.37 0.33 0.74 Uniform Delay, d1 54.0 27.8 52.6 30.0 18.8 48.1 42.7 0.0 46.0 44.2 Progression Factor 1.11 0.63 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 46.2 1.2 17.7 2.6 2.1 11.6 2.9 0.7 0.4 4.0 Delay (s) 106.3 18.9 70.3 32.6 20.9 59.6 45.6 0.7 46.4 48.2 Level of Service F B E C C E D A D D
Approach Delay (s/veh) 49.0 35.1 28.8 47.8
Approach LOS DDCD
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 9: Stanley Blvd & El Charro Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 820 400 1350 930 60 420
Future Volume (vph) 820 400 1350 930 60 420
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 911 444 1500 1033 67 467
RTOR Reduction (vph) 0 0 0 329 0 9
Lane Group Flow (vph) 911 444 1500 704 67 458
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 2 4
Actuated Green, G (s) 25.1 80.4 51.2 51.2 11.9 37.0
Effective Green, g (s) 25.2 80.5 51.3 51.3 12.0 37.2
Actuated g/C Ratio 0.25 0.80 0.51 0.51 0.12 0.37
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 860 2834 1806 1422 409 648
v/s Ratio Prot c0.27 0.13 c0.42 0.02 c0.18
v/s Ratio Perm 0.25 0.11
v/c Ratio 1.06 0.16 0.83 0.50 0.16 0.71
Uniform Delay, d1 37.7 2.3 20.9 16.1 39.7 27.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 47.6 0.0 3.4 0.3 0.2 3.5
Delay (s) 85.3 2.3 24.3 16.4 39.9 30.5
Level of Service F A C B D C
Approach Delay (s/veh) 58.1 21.1 31.7
Approach LOS E C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 33.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 100.5 Sum of lost time (s) 12.0 Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 790 70 130 910 1250 60 580 140 930 1350 220 Future Volume (vph) 170 790 70 130 910 1250 60 580 140 930 1350 220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 1.00 0.86 0.94 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1322 2714 3539 2787 1770 4132 4990 3283 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1322 2714 3539 2787 1770 4132 4990 3283 1563 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 173 806 71 133 929 1276 61 592 143 949 1378 224 RTOR Reduction (vph) 0 0 50 0 0 45 0 39 0000
Lane Group Flow (vph) 173 806 21 133 929 1231 61 696 0 949 1378 224 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 6.0 33.9 33.9 15.0 42.9 67.4 4.0 25.6 24.5 46.8 118.3 Effective Green, g (s) 6.0 35.2 35.2 15.0 44.2 70.0 4.0 27.6 24.5 48.1 118.3 Actuated g/C Ratio 0.05 0.30 0.30 0.13 0.37 0.59 0.03 0.23 0.21 0.41 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 253 1053 393 344 1322 1649 59 964 1033 1334 1563 v/s Ratio Prot c0.03 0.23 0.05 0.26 c0.44 c0.03 0.17 0.19 c0.42 v/s Ratio Perm 0.02 0.14
v/c Ratio 0.68 0.77 0.05 0.39 0.70 0.75 1.03 0.72 0.92 1.03 0.14 Uniform Delay, d1 55.2 37.8 29.7 47.4 31.5 17.7 57.1 41.8 45.9 35.1 0.0 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 6.0 3.4 0.1 0.3 1.7 1.9 127.0 2.5 12.5 33.5 0.2 Delay (s) 61.2 41.2 29.7 47.7 33.2 19.6 184.2 44.3 58.5 68.6 0.2 Level of Service E DCDCBFD EEA
Approach Delay (s) 43.7 26.6 55.1 58.8
Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay 44.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 118.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 11: Isabel Ave & Stanley Blvd
Synchro 11 Report

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 450 650 2500 480 540 1630
Future Volume (vph) 450 650 2500 480 540 1630
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width 13 13 13 13 13 13
Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Util. Factor 0.97 1.00 0.91 0.88 0.97 0.95
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3547 1636 5255 2880 3547 3657
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3547 1636 5255 2880 3547 3657
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 500 722 2778 533 600 1811
RTOR Reduction (vph) 0 166 0 245 0 0
Lane Group Flow (vph) 500 556 2778 288 600 1811
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2
Actuated Green, G (s) 25.9 25.9 48.9 48.9 12.9 65.9
Effective Green, g (s) 27.0 27.0 50.0 50.0 14.0 67.0
Actuated g/C Ratio 0.27 0.27 0.50 0.50 0.14 0.67
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 957 441 2627 1440 496 2450
v/s Ratio Prot 0.14 c0.53 c0.17 0.50
v/s Ratio Perm c0.34 0.10
v/c Ratio 0.52 1.26 1.06 0.20 1.21 0.74
Uniform Delay, d1 31.0 36.5 25.0 13.9 43.0 10.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 134.1 35.1 0.3 112.0 2.0
Delay (s) 31.5 170.6 60.1 14.2 155.0 12.8
Level of Service C F E B F B
Approach Delay (s) 113.7 52.7 48.2
Approach LOS F D D
Intersection Summary
HCM 2000 Control Delay 61.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.14
Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 95.2% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 12: Valley Ave & Busch Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 620 560 1370 70 100 670
Future Volume (vph) 620 560 1370 70 100 670
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3505 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3505 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 660 596 1457 74 106 713
RTOR Reduction (vph) 0040 2 9 3 2 9 3
Lane Group Flow (vph) 660 596 1528 0 170 63
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 21.3 75.7 46.4 9.5 9.5
Effective Green, g (s) 21.3 77.0 47.7 10.4 10.4
Actuated g/C Ratio 0.22 0.81 0.50 0.11 0.11
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 766 2856 1752 334 157
v/s Ratio Prot c0.19 0.17 c0.44 c0.06
v/s Ratio Perm 0.04
v/c Ratio 0.86 0.21 0.87 0.51 0.40
Uniform Delay, d1 35.6 2.1 21.1 40.1 39.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 9.7 0.0 5.1 0.4 0.6
Delay (s) 45.4 2.2 26.2 40.5 40.2
Level of Service D A C D D
Approach Delay (s) 24.9 26.2 40.4
Approach LOS C C D
Intersection Summary
HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 95.4 Sum of lost time (s) 16.0 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 13: Tassajara Rd & I-580 WB
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 550 0 300 0 1380 480 0 1020 880 Future Volume (vph) 0 0 0 550 0 300 0 1380 480 0 1020 880 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 2.1 4.0 4.0
Lane Util. Factor 0.97 0.88 0.95 1.00 0.91 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 2787 3539 1583 5085 1583
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 2787 3539 1583 5085 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 579 0 316 0 1453 505 0 1074 926
RTOR Reduction (vph) 00000 6 100 1 9 1000
Lane Group Flow (vph) 0 0 0 579 0 255 0 1453 314 0 1074 926 Turn Type Prot Perm NA Perm NA Free
Protected Phases 4 6 2
Permitted Phases 4 4 6 Free
Actuated Green, G (s) 7.6 7.6 21.1 21.1 21.1 40.0
Effective Green, g (s) 9.0 9.0 23.0 24.9 23.0 40.0
Actuated g/C Ratio 0.22 0.22 0.58 0.62 0.58 1.00
Clearance Time (s) 5.4 5.4 5.9 5.9 5.9
Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0
Lane Grp Cap (vph) 772 627 2034 985 2923 1583
v/s Ratio Prot 0.17 c0.41 0.21
v/s Ratio Perm 0.09 0.20 c0.58
v/c Ratio 0.75 0.41 0.71 0.32 0.37 0.58
Uniform Delay, d1 14.5 13.2 6.1 3.6 4.6 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 4.9 0.9 2.2 0.9 0.4 1.6
Delay (s) 19.3 14.1 8.3 4.4 4.9 1.6
Level of Service B B A A A A
Approach Delay (s) 0.0 17.5 7.3 3.4
Approach LOS ABAA
Intersection Summary
HCM 2000 Control Delay 7.6 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 40.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 14: Santa Rita Rd & I-580 EB/Pimlico Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 860 110 670 150 0 240 0 1040 90 170 1450 350 Future Volume (vph) 860 110 670 150 0 240 0 1040 90 170 1450 350 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 3.1 4.0 4.0 4.0 2.6 Lane Util. Factor 0.97 1.00 1.00 0.97 0.88 0.86 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 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 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 1863 1561 3433 2787 6325 3433 3539 1536 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 1863 1561 3433 2787 6325 3433 3539 1536 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 896 115 698 156 0 250 0 1083 94 177 1510 365 RTOR Reduction (vph) 0000000 1 6000 1 9 3
Lane Group Flow (vph) 896 115 698 156 0 250 0 1161 0 177 1510 172 Confl. Peds. (#/hr) 7 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA Free Prot pt+ov NA Prot NA Perm
Protected Phases 3 8 7 4 5 6 5 2
Permitted Phases Free 2
Actuated Green, G (s) 25.1 11.9 90.0 23.1 19.9 30.2 5.5 39.7 39.7 Effective Green, g (s) 26.5 13.3 90.0 23.6 21.3 31.6 5.5 41.1 42.5 Actuated g/C Ratio 0.29 0.15 1.00 0.26 0.24 0.35 0.06 0.46 0.47 Clearance Time (s) 5.4 5.4 4.5 5.4 4.0 5.4 5.4
Vehicle Extension (s) 1.8 1.8 1.8 5.0 1.8 5.0 5.0
Lane Grp Cap (vph) 1010 275 1561 900 659 2220 209 1616 725 v/s Ratio Prot c0.26 0.06 0.05 0.09 0.18 0.05 c0.43
v/s Ratio Perm c0.45 0.11
v/c Ratio 0.89 0.42 0.45 0.17 0.38 0.52 0.85 0.93 0.24
Uniform Delay, d1 30.3 34.8 0.0 25.7 28.8 23.2 41.8 23.2 14.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.3 0.4 0.9 0.0 0.1 0.9 24.9 11.4 0.8 Delay (s) 39.6 35.2 0.9 25.7 28.9 24.1 66.7 34.6 14.9
Level of Service D D A C C C E C B
Approach Delay (s) 23.5 27.7 24.1 33.9
Approach LOS CCCC
Intersection Summary
HCM 2000 Control Delay 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 90.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 15: I-680 NB & Sunol Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 550 0 0 1350 470 40 0 700 0 0 0 Future Volume (vph) 170 550 0 0 1350 470 40 0 700 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 2.7
Lane Util. Factor 1.00 1.00 0.91 1.00 1.00 0.88
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1845 5085 1583 1543 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1845 5085 1583 1543 2787
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 181 585 0 0 1436 500 43 0 745 0 0 0
RTOR Reduction (vph) 00000 2 4 2000000
Lane Group Flow (vph) 181 585 0 0 1436 258 0 43 745 0 0 0 Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 17% 2% 2% 2% 2% 2% Turn Type Prot NA NA Perm Split NA Free
Protected Phases 1 6 2 4 4
Permitted Phases 2 Free
Actuated Green, G (s) 6.5 32.4 21.9 21.9 2.0 45.0
Effective Green, g (s) 6.5 33.7 23.2 23.2 3.3 45.0
Actuated g/C Ratio 0.14 0.75 0.52 0.52 0.07 1.00
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 255 1381 2621 816 113 2787
v/s Ratio Prot c0.10 0.32 c0.28 0.03
v/s Ratio Perm 0.16 c0.27
v/c Ratio 0.71 0.42 0.55 0.32 0.38 0.27
Uniform Delay, d1 18.4 2.1 7.4 6.3 19.9 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 8.7 0.2 0.8 1.0 2.1 0.2
Delay (s) 27.1 2.3 8.2 7.3 22.0 0.2
Level of Service C A A A C A
Approach Delay (s) 8.1 8.0 1.4 0.0
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 6.5 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 45.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 52.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 16: Sunol Blvd & I-680 SB
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 270 410 520 870 310 160
Future Volume (vph) 270 410 520 870 310 160
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 0.88 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 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 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1863 1863 2728 1656 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1863 1863 2728 1656 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 284 432 547 916 326 168
RTOR Reduction (vph) 0 0 0 557 0 128
Lane Group Flow (vph) 284 432 547 359 326 40
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 2% 2% 9% 2%
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 2 4
Actuated Green, G (s) 11.9 40.1 24.2 24.2 14.3 14.3
Effective Green, g (s) 11.9 41.4 25.5 25.5 15.6 15.6
Actuated g/C Ratio 0.18 0.64 0.39 0.39 0.24 0.24
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 324 1186 730 1070 397 379
v/s Ratio Prot c0.16 0.23 c0.29 c0.20
v/s Ratio Perm 0.13 0.03
v/c Ratio 0.88 0.36 0.75 0.34 0.82 0.11
Uniform Delay, d1 25.8 5.6 17.0 13.8 23.4 19.3
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 22.3 0.2 6.9 0.8 12.8 0.1
Delay (s) 48.1 5.8 23.9 14.7 36.2 19.4
Level of Service D A C B D B
Approach Delay (s) 22.6 18.1 30.5
Approach LOS C B C
Intersection Summary
HCM 2000 Control Delay 21.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 69.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 1: Santa Rita Rd & W Las Positas Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 650 380 650 200 150 100 530 1590 190 110 1200 370 Future Volume (vph) 650 380 650 200 150 100 530 1590 190 110 1200 370 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.91 1.00 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.98 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 0.94 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1550 3433 3308 3433 5085 1560 3433 5085 1557 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1550 3433 3308 3433 5085 1560 3433 5085 1557 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 670 392 670 206 155 103 546 1639 196 113 1237 381 RTOR Reduction (vph) 0 0 298 0 86 0 0 0 78 0 0 0
Lane Group Flow (vph) 670 392 372 206 172 0 546 1639 118 113 1237 381 Confl. Peds. (#/hr) 5 1 1 14
Confl. Bikes (#/hr) 5 4 1
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Free Protected Phases 3 8 7 4 1 6 5 2
Permitted Phases 8 6 Free
Actuated Green, G (s) 27.2 30.5 30.5 10.6 13.9 22.0 53.7 53.7 6.4 38.1 120.0 Effective Green, g (s) 27.2 31.9 31.9 10.6 15.3 22.0 55.1 55.1 6.4 39.5 120.0 Actuated g/C Ratio 0.23 0.27 0.27 0.09 0.13 0.18 0.46 0.46 0.05 0.33 1.00 Clearance Time (s) 4.0 5.4 5.4 4.0 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 1.8 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 778 940 412 303 421 629 2334 716 183 1673 1557 v/s Ratio Prot 0.20 0.11 c0.06 0.05 c0.16 0.32 0.03 c0.24 v/s Ratio Perm c0.24 0.08 0.24
v/c Ratio 0.86 0.42 0.90 0.68 0.41 0.87 0.70 0.16 0.62 0.74 0.24 Uniform Delay, d1 44.6 36.4 42.6 53.1 48.2 47.6 25.9 19.0 55.6 35.7 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.52 0.30 0.03 1.30 0.51 1.00 Incremental Delay, d2 9.3 0.1 22.1 4.7 0.2 5.0 0.7 0.2 3.6 2.5 0.3 Delay (s) 53.9 36.5 64.6 57.8 48.4 29.8 8.4 0.8 76.2 20.7 0.3 Level of Service D D E E D C A A E C A
Approach Delay (s) 54.1 52.6 12.7 19.8
Approach LOS D D B B
Intersection Summary
HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 2: Santa Rita Rd & Stoneridge Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 130 990 810 340 470 500 540 1600 170 500 1570 40 Future Volume (vph) 130 990 810 340 470 500 540 1600 170 500 1570 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.94 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 4990 5085 1550 3433 5063 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 4990 5085 1550 3433 5063 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 135 1031 844 354 490 521 562 1667 177 521 1635 42 RTOR Reduction (vph) 00000 2 1 900 1 0 6020
Lane Group Flow (vph) 135 1031 844 354 490 302 563 1667 71 521 1675 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 10 4 5 2
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 11.3 33.3 120.0 13.6 35.6 35.6 14.1 37.3 37.3 17.0 40.2 Effective Green, g (s) 11.3 34.7 120.0 13.6 37.0 37.0 14.1 38.7 38.7 17.0 41.6 Actuated g/C Ratio 0.09 0.29 1.00 0.11 0.31 0.31 0.12 0.32 0.32 0.14 0.35 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 166 1470 1560 389 1091 476 586 1639 499 486 1755 v/s Ratio Prot c0.08 c0.20 c0.10 0.14 0.11 c0.33 0.15 c0.33 v/s Ratio Perm 0.54 0.20 0.05
v/c Ratio 0.81 0.70 0.54 0.91 0.45 0.63 0.96 1.02 0.14 1.07 0.95 Uniform Delay, d1 53.3 38.0 0.0 52.6 33.3 35.7 52.7 40.6 28.9 51.5 38.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.69 0.52 0.63 0.50 Incremental Delay, d2 24.1 1.9 1.4 24.5 0.6 3.8 25.8 25.6 0.5 54.0 9.6 Delay (s) 77.5 40.0 1.4 77.0 33.9 39.5 77.3 53.7 15.6 86.4 28.7 Level of Service E D A E C D E D B F C
Approach Delay (s) 26.3 47.2 56.4 42.4
Approach LOS C D E D
Intersection Summary
HCM 2000 Control Delay 43.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 88.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 3: Santa Rita Rd & Valley Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 610 120 240 630 900 130 740 160 1030 970 210 Future Volume (vph) 410 610 120 240 630 900 130 740 160 1030 970 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 3433 3539 1557 3433 3436 4990 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 3433 3539 1557 3433 3436 4990 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 418 622 122 245 643 918 133 755 163 1051 990 214 RTOR Reduction (vph) 0 0 95 0000 1 5000 1 1 8
Lane Group Flow (vph) 418 622 27 245 643 918 133 903 0 1051 990 96 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 15.4 25.0 25.0 15.9 25.5 120.0 8.1 34.5 26.0 52.4 52.4 Effective Green, g (s) 15.4 26.2 26.2 15.9 26.7 120.0 8.1 35.9 26.0 53.8 53.8 Actuated g/C Ratio 0.13 0.22 0.22 0.13 0.22 1.00 0.07 0.30 0.22 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 440 772 336 454 787 1557 231 1027 1081 1586 676 v/s Ratio Prot c0.12 0.18 0.07 c0.18 0.04 c0.26 c0.21 0.28 v/s Ratio Perm 0.02 c0.59 0.06
v/c Ratio 0.95 0.81 0.08 0.54 0.82 0.59 0.58 0.88 0.97 0.62 0.14 Uniform Delay, d1 51.9 44.5 37.3 48.6 44.3 0.0 54.3 40.0 46.6 25.4 19.5 Progression Factor 1.00 1.00 1.00 0.89 0.73 1.00 1.00 1.00 0.68 0.43 0.44 Incremental Delay, d2 29.8 5.8 0.0 0.4 5.3 1.2 2.2 10.6 13.6 1.0 0.2 Delay (s) 81.7 50.3 37.3 43.6 37.7 1.2 56.4 50.6 45.5 11.9 8.8 Level of Service F DDDDAED DBA
Approach Delay (s) 60.2 19.9 51.4 27.3
Approach LOS E B D C
Intersection Summary
HCM 2000 Control Delay 35.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.90
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 89.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 4: Main St/Santa Rita Rd & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 20 10 120 10 250 10 550 180 240 820 20 Future Volume (vph) 30 20 10 120 10 250 10 550 180 240 820 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 1.00 0.85 1.00 1.00 0.85 1.00 1.00
Flt Protected 0.98 0.96 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1772 1777 1583 1770 3539 1545 1770 3525 Flt Permitted 0.82 0.77 1.00 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1485 1425 1583 1770 3539 1545 1770 3525 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 33 22 11 133 11 278 11 611 200 267 911 22 RTOR Reduction (vph) 09000 3 400 1 2 8020
Lane Group Flow (vph) 0 57 0 0 144 244 11 611 72 267 931 0 Confl. Peds. (#/hr) 3 3 3 5
Confl. Bikes (#/hr) 1 3 1
Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA
Protected Phases 3 3 3 1 5 2 1 6
Permitted Phases 3 3 2
Actuated Green, G (s) 12.2 12.2 31.4 5.1 21.5 21.5 14.7 31.1 Effective Green, g (s) 12.7 12.7 31.9 5.1 22.2 22.2 14.7 31.8 Actuated g/C Ratio 0.21 0.21 0.52 0.08 0.36 0.36 0.24 0.52 Clearance Time (s) 4.5 4.5 4.0 4.7 4.7 4.0 4.7
Vehicle Extension (s) 2.0 2.0 2.0 3.0 3.0 2.0 3.0
Lane Grp Cap (vph) 306 293 819 146 1275 556 422 1819
v/s Ratio Prot 0.15 0.01 0.17 c0.15 c0.26
v/s Ratio Perm 0.04 c0.10 0.05
v/c Ratio 0.19 0.49 0.30 0.08 0.48 0.13 0.63 0.51
Uniform Delay, d1 20.2 21.6 8.5 26.1 15.2 13.2 21.0 9.8 Progression Factor 1.00 1.00 1.00 1.36 0.75 0.57 1.00 1.00 Incremental Delay, d2 0.1 0.5 0.1 0.1 0.2 0.1 2.3 0.2
Delay (s) 20.3 22.1 8.5 35.6 11.7 7.7 23.3 10.0
Level of Service C C A D B A C B
Approach Delay (s) 20.3 13.2 11.0 13.0
Approach LOS C B B B
Intersection Summary
HCM 2000 Control Delay 12.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 61.6 Sum of lost time (s) 12.5 Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 5: First St & Ray St/Vineyard Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 110 180 140 120 130 40 90 920 140 70 610 50 Future Volume (vph) 110 180 140 120 130 40 90 920 140 70 610 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 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 Frt 1.00 0.93 1.00 0.96 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1720 1504 1800 1770 3456 1770 3539 1544 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1720 1504 1520 1770 3456 1770 3539 1544 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 118 194 151 129 140 43 97 989 151 75 656 54 RTOR Reduction (vph) 0 30 0 0 11 0 0 11 0 0 0 12
Lane Group Flow (vph) 118 315 0 129 172 0 97 1129 0 75 656 42 Confl. Peds. (#/hr) 10 4 2 1
Confl. Bikes (#/hr) 3322
Parking (#/hr) 10 10 10
Turn Type Prot NA Prot NA Prot NA Prot NA Perm
Protected Phases 7 4 3 8 1 6 5 2
Permitted Phases 2
Actuated Green, G (s) 11.6 20.6 13.4 22.4 6.4 38.5 5.0 37.1 37.1 Effective Green, g (s) 11.9 20.9 13.7 22.7 6.4 39.4 5.0 38.0 38.0 Actuated g/C Ratio 0.13 0.22 0.14 0.24 0.07 0.41 0.05 0.40 0.40 Clearance Time (s) 4.3 4.3 4.3 4.3 4.0 4.9 4.0 4.9 4.9
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 221 378 216 430 119 1433 93 1415 617 v/s Ratio Prot 0.07 c0.18 c0.09 0.10 0.05 c0.33 c0.04 0.19 v/s Ratio Perm 0.03
v/c Ratio 0.53 0.83 0.60 0.40 0.82 0.79 0.81 0.46 0.07
Uniform Delay, d1 39.0 35.4 38.1 30.4 43.7 24.2 44.5 21.0 17.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.5 14.4 4.4 0.6 33.2 4.5 38.1 1.1 0.2 Delay (s) 41.4 49.8 42.5 31.0 76.9 28.6 82.7 22.1 17.8
Level of Service D D D C E C F C B
Approach Delay (s) 47.7 35.8 32.4 27.6
Approach LOS DDCC
Intersection Summary
HCM 2000 Control Delay 34.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 95.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 6: Sunol Blvd/First St & Bernal Ave
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 350 480 270 270 290 30 190 730 580 60 520 250 Future Volume (vph) 350 480 270 270 290 30 190 730 580 60 520 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3539 1583 3433 3483 3433 1863 1558 1504 3092 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3539 1583 3433 3483 3433 1863 1558 1504 3092 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 380 522 293 293 315 33 207 793 630 65 565 272 RTOR Reduction (vph) 0 0 228 09000 1 7 90 5 60
Lane Group Flow (vph) 380 522 65 293 339 0 207 793 451 65 781 0 Confl. Peds. (#/hr) 4 3 9
Confl. Bikes (#/hr) 1 2
Parking (#/hr) 10 10 10
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 2
Actuated Green, G (s) 12.9 20.3 20.3 8.0 15.4 10.8 44.9 44.9 4.0 38.1 Effective Green, g (s) 12.9 21.2 21.2 8.0 16.3 10.8 45.8 45.8 4.0 39.0 Actuated g/C Ratio 0.14 0.22 0.22 0.08 0.17 0.11 0.48 0.48 0.04 0.41 Clearance Time (s) 4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 466 789 353 289 597 390 898 751 63 1269 v/s Ratio Prot c0.11 0.15 c0.09 c0.10 0.06 c0.43 c0.04 0.25 v/s Ratio Perm 0.04 0.29
v/c Ratio 0.82 0.66 0.19 1.01 0.57 0.53 0.88 0.60 1.03 0.62 Uniform Delay, d1 39.9 33.6 29.9 43.5 36.1 39.7 22.2 17.9 45.5 22.1 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 10.5 2.1 0.3 56.5 1.2 1.4 12.3 3.5 122.5 2.2 Delay (s) 50.4 35.7 30.2 100.0 37.4 41.1 34.5 21.5 168.0 24.3 Level of Service D D C F D D C C F C
Approach Delay (s) 39.0 66.0 30.3 34.7
Approach LOS D E C C
Intersection Summary
HCM 2000 Control Delay 38.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 95.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 7: Bernal Ave & Vineyard Ave/Tawny Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 150 70 40 50 40 100 50 850 60 100 640 180 Future Volume (vph) 150 70 40 50 40 100 50 850 60 100 640 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 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 Frt 1.00 0.95 1.00 0.85 1.00 0.99 1.00 0.97
Flt Protected 0.95 0.99 0.97 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1429 1411 1540 1346 1770 3497 1767 1793 Flt Permitted 0.95 0.99 0.97 1.00 0.12 1.00 0.23 1.00
Satd. Flow (perm) 1429 1411 1540 1346 221 3497 433 1793 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 158 74 42 53 42 105 53 895 63 105 674 189 RTOR Reduction (vph) 0 20 0 0 0 96 0500 1 00
Lane Group Flow (vph) 137 117 0 0 95 9 53 953 0 105 853 0 Confl. Peds. (#/hr) 17 4 4
Confl. Bikes (#/hr) 3 3 1
Parking (#/hr) 10 10 10 10 10 10
Turn Type Split NA Split NA Perm Perm NA Perm NA
Protected Phases 4 4 3 3 2 6
Permitted Phases 3 2 6
Actuated Green, G (s) 15.0 15.0 6.6 6.6 41.5 41.5 41.5 41.5 Effective Green, g (s) 15.6 15.6 6.8 6.8 42.4 42.4 42.4 42.4 Actuated g/C Ratio 0.20 0.20 0.09 0.09 0.55 0.55 0.55 0.55 Clearance Time (s) 4.6 4.6 4.2 4.2 4.9 4.9 4.9 4.9
Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 290 286 136 119 122 1930 239 989
v/s Ratio Prot c0.10 0.08 c0.06 0.27 c0.48
v/s Ratio Perm 0.01 0.24 0.24
v/c Ratio 0.47 0.41 0.70 0.08 0.43 0.49 0.44 0.86
Uniform Delay, d1 27.0 26.6 34.0 32.1 10.1 10.6 10.2 14.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.3 11.9 0.1 2.5 0.2 1.3 7.9
Delay (s) 27.4 26.9 45.9 32.2 12.6 10.8 11.5 22.6
Level of Service C C D C B B B C
Approach Delay (s) 27.2 38.7 10.9 21.4
Approach LOS C D B C
Intersection Summary
HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 76.8 Sum of lost time (s) 12.0 Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Bui ldout Plus Project PM 8: Bernal Ave/Valley Ave & Stanley Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 210 600 40 500 440 280 40 370 480 670 480 260 Future Volume (vph) 210 600 40 500 440 280 40 370 480 670 480 260 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 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 0.99 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3502 3433 3539 1564 1770 3539 1563 3433 3335 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3502 3433 3539 1564 1770 3539 1563 3433 3335 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 233 667 44 556 489 311 44 411 533 744 533 289 RTOR Reduction (vph) 04000000 2 0 10 5 90
Lane Group Flow (vph) 233 707 0 556 489 311 44 411 332 744 763 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA Free Prot NA Perm Prot NA
Protected Phases 1 6 5 2 3 8 7 4
Permitted Phases Free 8
Actuated Green, G (s) 12.1 30.0 19.0 36.9 120.0 5.6 25.0 25.0 26.3 45.7 Effective Green, g (s) 12.1 32.4 19.0 39.3 120.0 5.6 26.3 26.3 26.3 47.0 Actuated g/C Ratio 0.10 0.27 0.16 0.33 1.00 0.05 0.22 0.22 0.22 0.39 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 346 945 543 1159 1564 82 775 342 752 1306 v/s Ratio Prot 0.07 c0.20 c0.16 0.14 0.02 0.12 c0.22 0.23 v/s Ratio Perm 0.20 c0.21
v/c Ratio 0.67 0.75 1.02 0.42 0.20 0.54 0.53 0.97 0.99 0.58 Uniform Delay, d1 52.0 40.1 50.5 31.5 0.0 55.9 41.4 46.5 46.7 28.8 Progression Factor 0.78 0.84 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.72 Incremental Delay, d2 4.6 4.9 44.8 1.1 0.3 6.6 0.7 40.9 26.8 1.6 Delay (s) 45.4 38.7 95.3 32.6 0.3 62.5 42.1 87.4 66.7 22.3 Level of Service D D F C A E D F E C
Approach Delay (s/veh) 40.3 50.9 67.4 43.4
Approach LOS D D E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 49.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Bui ldout Plus Project PM 9: Stanley Blvd & El Charro Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 610 1160 450 100 690 820
Future Volume (vph) 610 1160 450 100 690 820
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 678 1289 500 111 767 911
RTOR Reduction (vph) 0 0 0 84 0 53
Lane Group Flow (vph) 678 1289 500 27 767 858
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 21.6 44.0 18.3 18.3 21.7 43.3
Effective Green, g (s) 21.6 44.0 18.3 18.3 21.7 43.3
Actuated g/C Ratio 0.29 0.60 0.25 0.25 0.29 0.59
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1003 2107 876 690 1008 1015
v/s Ratio Prot 0.20 c0.36 0.14 0.22 c0.25
v/s Ratio Perm 0.01 0.29
v/c Ratio 0.68 0.61 0.57 0.04 0.76 0.84
Uniform Delay, d1 23.1 9.5 24.4 21.1 23.7 12.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.8 0.5 0.9 0.0 3.4 6.6
Delay (s) 24.9 10.0 25.3 21.1 27.2 19.1
Level of Service C B C C C B
Approach Delay (s/veh) 15.2 24.5 22.8
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 73.9 Sum of lost time (s) 12.3 Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Bui ldout Plus Project PM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 550 950 10 600 500 1000 110 750 280 1200 430 170 Future Volume (vph) 550 950 10 600 500 1000 110 750 280 1200 430 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 1.00 0.86 0.94 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1559 3433 3539 2787 1770 6146 4990 5085 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1559 3433 3539 2787 1770 6146 4990 5085 1583 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 561 969 10 612 510 1020 112 765 286 1224 439 173 RTOR Reduction (vph) 00700 2 60 5 60000
Lane Group Flow (vph) 561 969 3 612 510 994 112 995 0 1224 439 173 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 17.8 30.7 30.7 20.0 32.9 69.2 11.0 19.0 31.0 39.7 120.0 Effective Green, g (s) 17.8 32.0 32.0 20.0 34.2 70.5 11.0 21.0 31.0 41.0 120.0 Actuated g/C Ratio 0.15 0.27 0.27 0.17 0.29 0.59 0.09 0.18 0.26 0.34 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 740 943 415 572 1008 1637 162 1075 1289 1737 1583 v/s Ratio Prot 0.11 c0.27 c0.18 0.14 0.36 0.06 c0.16 c0.25 0.09 v/s Ratio Perm 0.00 c0.11
v/c Ratio 0.76 1.03 0.01 1.07 0.51 0.61 0.69 0.93 0.95 0.25 0.11 Uniform Delay, d1 49.0 44.0 32.3 50.0 35.8 15.9 52.9 48.7 43.7 28.5 0.0 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 4.0 36.6 0.0 57.7 0.4 0.6 9.8 13.1 14.5 0.1 0.1 Delay (s) 53.0 80.6 32.3 107.7 36.2 16.5 62.7 61.8 58.2 28.5 0.1 Level of Service D F C F D B E E E C A
Approach Delay (s/veh) 70.2 47.3 61.9 45.7
Approach LOS E D E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 54.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 95.1% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 11: Isabel Ave & Stanley Blvd
Synchro 11 Report

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 560 550 1360 350 750 2520
Future Volume (vph) 560 550 1360 350 750 2520
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width 13 13 13 13 13 13
Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 0.95
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3547 1636 3657 1636 3547 3657
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3547 1636 3657 1636 3547 3657
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 622 611 1511 389 833 2800
RTOR Reduction (vph) 0 324 0 188 0 0
Lane Group Flow (vph) 622 287 1511 201 833 2800
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2
Actuated Green, G (s) 20.9 20.9 56.6 56.6 30.2 90.9
Effective Green, g (s) 22.0 22.0 57.7 57.7 31.3 92.0
Actuated g/C Ratio 0.18 0.18 0.48 0.48 0.26 0.77
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 650 299 1758 786 925 2803
v/s Ratio Prot c0.18 0.41 0.23 c0.77
v/s Ratio Perm 0.18 0.12
v/c Ratio 0.96 0.96 0.86 0.26 0.90 1.00
Uniform Delay, d1 48.5 48.6 27.6 18.4 42.8 14.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 24.8 40.6 5.7 0.8 11.7 16.8
Delay (s) 73.3 89.1 33.3 19.2 54.6 30.7
Level of Service E F C B D C
Approach Delay (s) 81.2 30.4 36.2
Approach LOS F C D
Intersection Summary
HCM 2000 Control Delay 42.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 12: Valley Ave & Busch Rd
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 610 1190 740 90 90 800
Future Volume (vph) 610 1190 740 90 90 800
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3476 3143 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3476 3143 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 656 1280 796 97 97 860
RTOR Reduction (vph) 0 0 13 0 315 315
Lane Group Flow (vph) 656 1280 880 0 212 115
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 16.5 55.2 30.7 9.6 9.6
Effective Green, g (s) 16.5 56.5 32.0 10.5 10.5
Actuated g/C Ratio 0.22 0.75 0.43 0.14 0.14
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 755 2666 1483 440 201
v/s Ratio Prot c0.19 0.36 c0.25 0.07
v/s Ratio Perm c0.08
v/c Ratio 0.87 0.48 0.59 0.48 0.57
Uniform Delay, d1 28.2 3.6 16.5 29.7 30.2
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 10.3 0.6 1.8 0.3 2.4
Delay (s) 38.5 4.2 18.3 30.0 32.6
Level of Service D A B C C
Approach Delay (s) 15.8 18.3 31.2
Approach LOS B B C
Intersection Summary
HCM 2000 Control Delay 20.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 63.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 13: Tassajara Rd & I-580 WB
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 480 0 230 0 2090 820 0 1890 610 Future Volume (vph) 0 0 0 480 0 230 0 2090 820 0 1890 610 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.88 0.95 1.00 0.91 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 2787 3539 1583 5085 1583
Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 2787 3539 1583 5085 1583
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 511 0 245 0 2223 872 0 2011 649
RTOR Reduction (vph) 00000 3 700 2 6 2000
Lane Group Flow (vph) 0 0 0 511 0 208 0 2223 610 0 2011 649 Turn Type Prot Perm NA Perm NA Free
Protected Phases 4 6 2
Permitted Phases 4 4 6 Free
Actuated Green, G (s) 11.6 11.6 47.1 47.1 47.1 70.0
Effective Green, g (s) 13.0 13.0 49.0 49.0 49.0 70.0
Actuated g/C Ratio 0.19 0.19 0.70 0.70 0.70 1.00
Clearance Time (s) 5.4 5.4 5.9 5.9 5.9
Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0
Lane Grp Cap (vph) 637 517 2477 1108 3559 1583
v/s Ratio Prot c0.15 c0.63 0.40
v/s Ratio Perm 0.07 0.39 0.41
v/c Ratio 0.80 0.40 0.90 0.55 0.57 0.41
Uniform Delay, d1 27.3 25.1 8.5 5.1 5.2 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 8.2 1.1 5.7 2.0 0.7 0.8
Delay (s) 35.5 26.2 14.1 7.1 5.9 0.8
Level of Service D C B A A A
Approach Delay (s) 0.0 32.4 12.2 4.6
Approach LOS A C B A
Intersection Summary
HCM 2000 Control Delay 11.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 14: Santa Rita Rd & I-580 EB/Pimlico Dr
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 730 170 80 150 0 350 0 2880 140 310 1350 710 Future Volume (vph) 730 170 80 150 0 350 0 2880 140 310 1350 710 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 3.1 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 1.00 1.00 0.97 0.88 0.86 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 Frt 1.00 1.00 0.85 1.00 0.85 0.99 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 1863 1561 3433 2787 6359 3433 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 1863 1561 3433 2787 6359 3433 3539 1583 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 753 175 82 155 0 361 0 2969 144 320 1392 732 RTOR Reduction (vph) 00000005000 3 0 5
Lane Group Flow (vph) 753 175 82 155 0 361 0 3108 0 320 1392 427 Confl. Peds. (#/hr) 8
Confl. Bikes (#/hr) 3
Turn Type Prot NA Free Prot pt+ov NA Prot NA Perm
Protected Phases 3 8 7 4 5 6 5 2
Permitted Phases Free 2
Actuated Green, G (s) 26.3 17.2 120.0 18.9 25.3 53.6 11.0 68.6 68.6 Effective Green, g (s) 27.7 18.6 120.0 19.4 26.7 55.0 11.0 70.0 70.0 Actuated g/C Ratio 0.23 0.16 1.00 0.16 0.22 0.46 0.09 0.58 0.58 Clearance Time (s) 5.4 5.4 4.5 5.4 4.0 5.4 5.4
Vehicle Extension (s) 1.8 1.8 1.8 5.0 1.8 5.0 5.0
Lane Grp Cap (vph) 792 288 1561 555 620 2914 314 2064 923 v/s Ratio Prot c0.22 0.09 0.05 c0.13 c0.49 c0.09 0.39
v/s Ratio Perm 0.05 0.27
v/c Ratio 0.95 0.61 0.05 0.28 0.58 1.07 1.02 0.67 0.46
Uniform Delay, d1 45.5 47.3 0.0 44.2 41.7 32.5 54.5 17.2 14.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 Incremental Delay, d2 20.7 2.5 0.1 0.1 0.9 36.7 55.8 1.8 1.7 Delay (s) 66.1 49.8 0.1 44.3 42.6 68.2 110.3 19.0 15.9
Level of Service E D A D D E F B B
Approach Delay (s) 57.9 43.1 68.2 30.0
Approach LOS E D E C
Intersection Summary
HCM 2000 Control Delay 51.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 87.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 15: I-680 NB & Sunol Blvd
Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 420 720 0 0 890 480 30 10 790 0 0 0 Future Volume (vph) 420 720 0 0 890 480 30 10 790 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 2.7
Lane Util. Factor 1.00 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.98 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 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.96 1.00
Satd. Flow (prot) 1770 1863 5085 1548 1796 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.96 1.00
Satd. Flow (perm) 1770 1863 5085 1548 1796 2787
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 452 774 0 0 957 516 32 11 849 0 0 0
RTOR Reduction (vph) 00000 1 9 7000000
Lane Group Flow (vph) 452 774 0 0 957 319 0 43 849 0 0 0 Confl. Bikes (#/hr) 3
Turn Type Prot NA NA Perm Split NA Free
Protected Phases 1 6 2 4 4
Permitted Phases 2 Free
Actuated Green, G (s) 18.8 47.4 24.6 24.6 2.0 60.0
Effective Green, g (s) 18.8 48.7 25.9 25.9 3.3 60.0
Actuated g/C Ratio 0.31 0.81 0.43 0.43 0.05 1.00
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 554 1512 2195 668 98 2787
v/s Ratio Prot c0.26 c0.42 0.19 0.02
v/s Ratio Perm 0.21 c0.30
v/c Ratio 0.82 0.51 0.44 0.48 0.44 0.30
Uniform Delay, d1 19.0 1.8 11.9 12.2 27.5 0.0
Progression Factor 1.10 0.79 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.1 0.8 0.1 0.5 3.1 0.3
Delay (s) 26.9 2.3 12.1 12.8 30.6 0.3
Level of Service C A B B C A
Approach Delay (s) 11.4 12.3 1.7 0.0
Approach LOS BBAA
Intersection Summary
HCM 2000 Control Delay 9.4 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.67
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.3 Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM 16: Sunol Blvd & I-680 SB
Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 40 840 230 700 310 160
Future Volume (vph) 40 840 230 700 310 160
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 1.00 0.88 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1863 1863 2787 1770 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1863 1863 2787 1770 1583
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 42 884 242 737 326 168
RTOR Reduction (vph) 0 0 0 367 0 126
Lane Group Flow (vph) 42 884 242 370 326 42
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 2 4
Actuated Green, G (s) 2.8 35.6 28.8 28.8 13.8 13.8
Effective Green, g (s) 2.8 36.9 30.1 30.1 15.1 15.1
Actuated g/C Ratio 0.05 0.61 0.50 0.50 0.25 0.25
Clearance Time (s) 4.0 5.3 5.3 5.3 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 82 1145 934 1398 445 398
v/s Ratio Prot 0.02 c0.47 0.13 c0.18
v/s Ratio Perm 0.13 0.03
v/c Ratio 0.51 0.77 0.26 0.26 0.73 0.11
Uniform Delay, d1 27.9 8.5 8.6 8.6 20.6 17.3
Progression Factor 1.10 1.04 0.56 3.24 1.00 1.00
Incremental Delay, d2 5.2 4.9 0.1 0.1 6.1 0.1
Delay (s) 35.8 13.8 5.0 27.9 26.7 17.4
Level of Service D B A C C B
Approach Delay (s) 14.8 22.3 23.6
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay 19.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 68.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 230 360 890 360 750 1160 610 240 1240 60 Future Volume (vph) 30 630 230 360 890 360 750 1160 610 240 1240 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5045 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5045 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 253 396 978 396 824 1275 670 264 1363 66 RTOR Reduction (vph) 00000 1 4 400 1 2 8040
Lane Group Flow (vph) 33 692 253 396 978 252 824 1275 542 264 1425 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 19.4 42.6 42.6 26.0 44.6 44.6 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 19.4 44.0 44.0 26.0 46.0 46.0 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.16 0.37 0.37 0.22 0.38 0.38 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 555 1297 567 743 1949 595 314 1303 v/s Ratio Prot 0.02 c0.14 0.12 c0.28 c0.24 0.25 0.08 c0.28 v/s Ratio Perm 0.16 0.16 0.35
v/c Ratio 0.85 0.59 0.16 0.71 0.75 0.44 1.11 0.65 0.91 0.84 1.09 Uniform Delay, d1 58.3 41.2 0.0 47.7 33.3 28.7 47.0 30.5 35.1 53.6 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.50 0.37 1.32 1.34 Incremental Delay, d2 82.5 1.2 0.2 3.6 3.0 1.2 63.3 1.3 16.5 13.2 51.5 Delay (s) 140.7 42.4 0.2 51.3 36.3 29.9 105.1 16.6 29.5 84.2 111.0 Level of Service F D A D D C F B C F F
Approach Delay (s/veh) 34.8 38.2 46.0 106.8
Approach LOS C D D F
Intersection Summary
HCM 2000 Control Delay (s/veh) 56.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.95
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 330 250 190 280 490 1060 190 880 150 610 1040 230 Future Volume (vph) 330 250 190 280 490 1060 190 880 150 610 1040 230 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1520 1770 3539 1558 3433 3448 3600 3539 1490 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1520 1770 3539 1558 3433 3448 3433 3539 1490 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 Adj. Flow (vph) 379 287 218 322 563 1218 218 1011 172 701 1195 264 RTOR Reduction (vph) 0 0 1830000 1 1000 1 0 8
Lane Group Flow (vph) 379 287 35 322 563 1218 218 1172 0 701 1195 156 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 15.9 18.0 18.0 26.4 28.5 120.0 11.7 34.0 23.0 45.3 45.3 Effective Green, g (s) 15.9 19.2 19.2 26.4 29.7 120.0 11.7 35.4 23.0 46.7 46.7 Actuated g/C Ratio 0.13 0.16 0.16 0.22 0.25 1.00 0.10 0.30 0.19 0.39 0.39 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 454 566 243 389 875 1558 334 1017 690 1377 579 v/s Ratio Prot 0.11 0.08 0.18 0.16 0.06 c0.34 c0.19 0.34 v/s Ratio Perm 0.02 c0.78 0.11
v/c Ratio 0.83 0.51 0.14 0.83 0.64 0.78 0.65 1.15 1.02 0.87 0.27 Uniform Delay, d1 50.8 46.1 43.3 44.6 40.4 0.0 52.2 42.3 48.5 33.8 25.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.83 1.39 Incremental Delay, d2 12.0 0.3 0.1 12.9 2.2 4.0 3.5 80.2 35.7 6.6 1.0 Delay (s) 62.7 46.3 43.4 57.5 42.6 4.0 55.7 122.5 76.8 34.7 35.8 Level of Service E D D E D A E F E C D
Approach Delay (s/veh) 52.7 22.5 112.1 48.5
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 54.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 87.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 290 250 50 200 870 550 10 600 140 150 370 160 Future Volume (vph) 290 250 50 200 870 550 10 600 140 150 370 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.98 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3435 3433 3279 1441 1770 3539 1551 3400 3360 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3435 3433 3279 1441 1770 3539 1551 3400 3360 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 319 275 55 220 956 604 11 659 154 165 407 176 RTOR Reduction (vph) 0 13 0 0 17 43 0 0 106 0 37 0
Lane Group Flow (vph) 319 317 0 220 1181 319 11 659 48 165 546 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 52.1 12.0 55.1 72.8 2.0 24.9 24.9 11.3 34.2 Effective Green, g (s) 9.0 54.5 12.0 57.5 71.2 2.0 26.2 27.5 11.3 35.5 Actuated g/C Ratio 0.08 0.45 0.10 0.48 0.59 0.02 0.22 0.23 0.09 0.30 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1560 343 1571 854 29 772 355 320 994 v/s Ratio Prot c0.09 0.09 0.06 c0.36 0.22 0.01 c0.19 0.05 c0.16 v/s Ratio Perm 0.03
v/c Ratio 1.24 0.20 0.64 0.75 0.37 0.38 0.85 0.14 0.52 0.55 Uniform Delay, d1 55.5 19.7 51.9 25.4 12.8 58.4 45.1 36.8 51.7 35.5 Progression Factor 0.71 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 136.2 0.3 4.1 3.4 0.3 8.1 9.1 0.2 1.4 0.6 Delay (s) 175.7 28.7 56.0 28.8 13.0 66.5 54.1 37.0 53.1 36.1 L e v e l o f S e r v i c e FC ECBEDDDD
Approach Delay (s/veh) 101.0 29.0 51.1 39.9
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 47.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 880 430 20 30 730 700 10 100 20 660 110 430 Future Volume (vph) 880 430 20 30 730 700 10 100 20 660 110 430 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 1399 3539 2787 1770 1193 4990 1203 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 1399 3539 2787 1770 1193 4990 1203 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 967 473 22 33 802 769 11 110 22 725 121 473 RTOR Reduction (vph) 0 0 12 0 0 260 0 5 0000
Lane Group Flow (vph) 967 473 10 33 802 509 11 127 0 725 121 473 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 29.5 61.3 61.3 8.2 40.0 69.0 1.4 21.7 23.7 44.7 134.2 Effective Green, g (s) 29.5 62.6 62.6 8.2 41.3 70.3 1.4 23.7 23.7 46.0 134.2 Actuated g/C Ratio 0.22 0.47 0.47 0.06 0.31 0.52 0.01 0.18 0.18 0.34 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 1096 1650 616 85 1089 1459 18 210 881 412 1563 v/s Ratio Prot c0.19 0.13 0.02 c0.23 0.18 0.01 c0.11 c0.15 0.10 v/s Ratio Perm 0.01 0.30
v/c Ratio 0.88 0.29 0.02 0.39 0.74 0.35 0.61 0.61 0.82 0.29 0.30 Uniform Delay, d1 50.7 22.0 19.3 60.6 41.6 18.6 66.1 50.9 53.2 32.2 0.0 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 8.3 0.1 0.0 1.1 2.6 0.1 36.2 4.1 6.1 0.3 0.5 Delay (s) 59.0 22.1 19.3 61.7 44.2 18.8 102.3 55.0 59.4 32.5 0.5 Level of Service E C B E D B F E E C A
Approach Delay (s/veh) 46.5 32.4 58.7 35.8
Approach LOS D C E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 134.2 Sum of lost time (s) 16.0 Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 140 580 1570 90 80 230
Future Volume (vph) 140 580 1570 90 80 230
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.91 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3500 3067 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3500 3067 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 149 617 1670 96 85 245
RTOR Reduction (vph) 0030 1 1 0 1 0 9
Lane Group Flow (vph) 149 617 1763 0 98 13
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 12.5 55.6 35.1 6.6 6.6
Effective Green, g (s) 12.5 56.9 36.4 7.5 7.5
Actuated g/C Ratio 0.17 0.79 0.50 0.10 0.10
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 592 2781 1759 317 149
v/s Ratio Prot 0.04 c0.17 c0.50 c0.03
v/s Ratio Perm 0.01
v/c Ratio 0.25 0.22 1.00 0.31 0.08
Uniform Delay, d1 25.9 2.0 18.0 30.0 29.3
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.0 22.0 0.2 0.1
Delay (s) 26.1 2.1 40.0 30.3 29.4
Level of Service C A D C C
Approach Delay (s/veh) 6.7 40.0 29.9
Approach LOS A D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 72.4 Sum of lost time (s) 16.0 Intersection Capacity Utilization 65.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1110 800 510 560 380 320 1390 550 460 1430 40 Future Volume (vph) 100 1110 800 510 560 380 320 1390 550 460 1430 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1156 833 531 583 396 333 1448 573 479 1490 42 RTOR Reduction (vph) 00000 2 2 600 2 0 1030
Lane Group Flow (vph) 104 1156 833 531 583 170 333 1448 372 479 1529 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 10.6 34.5 120.0 17.5 41.4 41.4 12.0 33.2 33.2 16.0 37.2 Effective Green, g (s) 10.6 35.9 120.0 17.5 42.8 42.8 12.0 34.6 34.6 16.0 38.6 Actuated g/C Ratio 0.09 0.30 1.00 0.15 0.36 0.36 0.10 0.29 0.29 0.13 0.32 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 156 1521 1560 500 1262 550 343 1466 446 457 1627 v/s Ratio Prot 0.06 c0.23 c0.15 0.16 0.10 c0.28 0.14 c0.30 v/s Ratio Perm 0.53 0.11 0.24
v/c Ratio 0.67 0.76 0.53 1.06 0.46 0.31 0.97 0.99 0.83 1.05 0.94 Uniform Delay, d1 53.0 38.1 0.0 51.3 29.7 27.9 53.8 42.5 40.0 52.0 39.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.59 0.60 0.61 0.49 Incremental Delay, d2 8.1 2.7 1.3 57.7 0.6 0.7 36.4 18.7 14.1 46.6 8.3 Delay (s) 61.0 40.8 1.3 109.0 30.3 28.6 88.0 43.8 38.2 78.4 27.7 Level of Service E D A F C C F D D E C
Approach Delay (s/veh) 26.1 57.5 48.7 39.8
Approach LOS C E D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 42.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 90.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 400 600 130 190 380 830 140 880 130 1040 1110 200 Future Volume (vph) 400 600 130 190 380 830 140 880 130 1040 1110 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 1770 3539 1557 3433 3464 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 1770 3539 1557 3433 3464 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 408 612 133 194 388 847 143 898 133 1061 1133 204 RTOR Reduction (vph) 0 0 1050000 1 0000 5 3
Lane Group Flow (vph) 408 612 28 194 388 847 143 1021 0 1061 1133 151 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.8 24.1 24.1 13.9 21.2 120.0 8.3 32.4 31.0 55.1 55.1 Effective Green, g (s) 16.8 25.3 25.3 13.9 22.4 120.0 8.3 33.8 31.0 56.5 56.5 Actuated g/C Ratio 0.14 0.21 0.21 0.12 0.19 1.00 0.07 0.28 0.26 0.47 0.47 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 480 746 325 205 660 1557 237 975 930 1666 710 v/s Ratio Prot c0.12 c0.17 0.11 0.11 0.04 c0.29 c0.29 0.32 v/s Ratio Perm 0.02 c0.54 0.10
v/c Ratio 0.85 0.82 0.09 0.95 0.59 0.54 0.60 1.05 1.14 0.68 0.21 Uniform Delay, d1 50.4 45.2 38.1 52.7 44.6 0.0 54.3 43.1 44.5 24.7 18.7 Progression Factor 1.00 1.00 1.00 0.97 0.88 1.00 1.00 1.00 0.95 1.14 1.92 Incremental Delay, d2 13.0 6.9 0.0 45.3 2.0 1.3 3.0 41.9 72.2 1.4 0.4 Delay (s) 63.4 52.0 38.1 96.1 41.0 1.3 57.2 85.0 114.5 29.6 36.3 Level of Service E D D F D A E F F C D
Approach Delay (s/veh) 54.4 25.0 81.7 67.7
Approach LOS D C F E
Intersection Summary
HCM 2000 Control Delay (s/veh) 58.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 100.1% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 230 640 50 140 140 290 40 410 220 620 520 210 Future Volume (vph) 230 640 50 140 140 290 40 410 220 620 520 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 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 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3496 3433 3111 1441 1770 3539 1562 3433 3371 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3496 3433 3111 1441 1770 3539 1562 3433 3371 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 261 727 57 159 159 330 45 466 250 705 591 239 RTOR Reduction (vph) 0500 1 2 0 5 200 1 5 30 3 50
Lane Group Flow (vph) 261 779 0 159 204 113 45 466 97 705 795 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 13.5 34.1 9.5 30.1 67.2 6.2 19.6 19.6 37.1 50.5 Effective Green, g (s) 13.5 36.5 9.5 32.5 72.0 6.2 20.9 20.9 37.1 51.8 Actuated g/C Ratio 0.11 0.30 0.08 0.27 0.60 0.05 0.17 0.17 0.31 0.43 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 386 1063 271 842 864 91 616 272 1061 1455 v/s Ratio Prot c0.08 c0.22 0.05 0.07 0.08 0.03 c0.13 c0.21 0.24 v/s Ratio Perm 0.06
v/c Ratio 0.68 0.73 0.59 0.24 0.13 0.49 0.76 0.36 0.66 0.55 Uniform Delay, d1 51.2 37.4 53.4 34.1 10.4 55.4 47.1 43.6 36.0 25.4 Progression Factor 1.05 0.66 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.65 Incremental Delay, d2 4.0 3.8 3.2 0.7 0.1 4.2 5.3 0.8 1.5 1.4 Delay (s) 57.7 28.5 56.6 34.8 10.5 59.6 52.4 44.4 29.8 18.0 Level of Service E C E C B E D D C B
Approach Delay (s/veh) 35.8 34.0 50.2 23.4
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 33.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 720 920 10 20 550 1320 20 30 20 1160 30 890 Future Volume (vph) 720 920 10 20 550 1320 20 30 20 1160 30 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1561 1770 3539 2787 1770 1749 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1561 1770 3539 2787 1770 1749 4990 1863 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 847 1082 12 24 647 1553 24 35 24 1365 35 1047 RTOR Reduction (vph) 00700 3 9 70 2 20000
Lane Group Flow (vph) 847 1082 5 24 647 1156 24 37 0 1365 35 1047 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 21.1 46.5 46.5 2.3 27.7 68.1 2.3 7.3 35.1 40.8 110.5 Effective Green, g (s) 21.1 47.8 47.8 2.3 29.0 69.4 2.3 9.3 35.1 42.1 110.5 Actuated g/C Ratio 0.19 0.43 0.43 0.02 0.26 0.63 0.02 0.08 0.32 0.38 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 952 1530 675 36 928 1750 36 147 1585 709 1583 v/s Ratio Prot c0.17 c0.31 0.01 0.18 0.41 0.01 0.02 c0.27 0.02 v/s Ratio Perm 0.00 c0.66
v/c Ratio 0.89 0.71 0.01 0.67 0.70 0.66 0.67 0.25 0.86 0.05 0.66 Uniform Delay, d1 43.6 25.6 17.8 53.7 36.8 13.1 53.7 47.3 35.4 21.6 0.0 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 10.0 1.5 0.0 30.6 2.3 0.9 30.6 0.7 5.0 0.0 2.2 Delay (s) 53.5 27.1 17.9 84.3 39.1 14.0 84.3 48.0 40.4 21.6 2.2 Level of Service D C B F D B F D D C A
Approach Delay (s/veh) 38.6 22.1 58.5 23.8
Approach LOS D C E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 110.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 170 1320 880 50 80 130
Future Volume (vph) 170 1320 880 50 80 130
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.93 0.85
Flt Protected 0.95 1.00 1.00 0.97 1.00
Satd. Flow (prot) 3433 3539 3508 3284 1441
Flt Permitted 0.95 1.00 1.00 0.97 1.00
Satd. Flow (perm) 3433 3539 3508 3284 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 183 1419 946 54 86 140
RTOR Reduction (vph) 0030 6 2 6 8
Lane Group Flow (vph) 183 1419 997 0 91 5
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 16.9 102.2 77.3 7.6 7.6
Effective Green, g (s) 16.9 103.5 78.6 8.5 8.5
Actuated g/C Ratio 0.14 0.86 0.65 0.07 0.07
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 483 3052 2297 232 102
v/s Ratio Prot 0.05 c0.40 0.28 c0.03
v/s Ratio Perm 0.00
v/c Ratio 0.38 0.46 0.43 0.39 0.05
Uniform Delay, d1 46.8 1.9 10.0 53.3 52.0
Progression Factor 0.81 0.38 0.95 1.00 1.00
Incremental Delay, d2 0.3 0.4 0.6 0.4 0.1
Delay (s) 38.4 1.1 10.1 53.7 52.1
Level of Service D A B D D
Approach Delay (s/veh) 5.4 10.1 53.2
Approach LOS A B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 230 370 880 360 790 1160 610 230 1230 60 Future Volume (vph) 30 630 230 370 880 360 790 1160 610 230 1230 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5045 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5045 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 253 407 967 396 868 1275 670 253 1352 66 RTOR Reduction (vph) 00000 1 4 400 1 2 8040
Lane Group Flow (vph) 33 692 253 407 967 252 868 1275 542 253 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 19.4 42.6 42.6 26.0 44.6 44.6 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 19.4 44.0 44.0 26.0 46.0 46.0 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.16 0.37 0.37 0.22 0.38 0.38 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 555 1297 567 743 1949 595 314 1303 v/s Ratio Prot 0.02 c0.14 0.12 c0.27 c0.25 0.25 0.07 c0.28 v/s Ratio Perm 0.16 0.16 0.35
v/c Ratio 0.85 0.59 0.16 0.73 0.75 0.44 1.17 0.65 0.91 0.81 1.08 Uniform Delay, d1 58.3 41.2 0.0 47.8 33.1 28.7 47.0 30.5 35.0 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.53 0.40 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 4.3 2.9 1.2 86.8 1.3 16.5 9.9 48.3 Delay (s) 140.7 42.4 0.2 52.1 36.0 29.9 129.6 17.3 30.4 80.8 107.8 Level of Service F D A D D C F B C F F
Approach Delay (s/veh) 34.8 38.3 55.1 103.7
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 59.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 95.4% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 330 270 190 310 490 1100 190 870 180 620 1030 230 Future Volume (vph) 330 270 190 310 490 1100 190 870 180 620 1030 230 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3432 3600 3539 1491 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3432 3433 3539 1491 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 Adj. Flow (vph) 379 310 218 356 563 1264 218 1000 207 713 1184 264 RTOR Reduction (vph) 0 0 1410000 1 4000 1 2 5
Lane Group Flow (vph) 379 310 77 356 563 1264 218 1193 0 713 1184 139 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.7 18.4 18.4 27.6 29.3 120.0 9.0 36.4 19.0 46.4 46.4 Effective Green, g (s) 16.7 19.6 19.6 27.6 30.5 120.0 9.0 37.8 19.0 47.8 47.8 Actuated g/C Ratio 0.14 0.16 0.16 0.23 0.25 1.00 0.08 0.32 0.16 0.40 0.40 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 477 578 248 407 899 1558 257 1081 570 1409 593 v/s Ratio Prot 0.11 0.09 0.20 0.16 0.06 c0.35 c0.20 0.33 v/s Ratio Perm 0.05 c0.81 0.09
v/c Ratio 0.79 0.54 0.31 0.87 0.63 0.81 0.85 1.10 1.25 0.84 0.24 Uniform Delay, d1 50.0 46.0 44.3 44.5 39.7 0.0 54.8 41.1 50.5 32.6 24.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.85 1.85 Incremental Delay, d2 8.3 0.5 0.3 17.9 1.9 4.7 21.3 60.2 125.0 5.3 0.8 Delay (s) 58.3 46.5 44.5 62.5 41.6 4.7 76.1 101.3 167.6 33.2 45.2 Level of Service E D D E D A E F F C D
Approach Delay (s/veh) 51.0 23.6 97.4 79.0
Approach LOS D C F E
Intersection Summary
HCM 2000 Control Delay (s/veh) 61.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 290 250 50 220 880 490 10 600 140 150 390 180 Future Volume (vph) 290 250 50 220 880 490 10 600 140 150 390 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.98 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3435 3433 3290 1441 1770 3539 1551 3400 3352 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3435 3433 3290 1441 1770 3539 1551 3400 3352 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 319 275 55 242 967 538 11 659 154 165 429 198 RTOR Reduction (vph) 0 13 0 0 14 43 0 0 106 0 42 0
Lane Group Flow (vph) 319 317 0 242 1168 280 11 659 48 165 585 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 51.9 12.2 55.1 72.8 2.0 24.9 24.9 11.3 34.2 Effective Green, g (s) 9.0 54.3 12.2 57.5 71.2 2.0 26.2 27.5 11.3 35.5 Actuated g/C Ratio 0.08 0.45 0.10 0.48 0.59 0.02 0.22 0.23 0.09 0.30 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1554 349 1576 854 29 772 355 320 991 v/s Ratio Prot c0.09 0.09 0.07 c0.36 0.19 0.01 c0.19 0.05 c0.17 v/s Ratio Perm 0.03
v/c Ratio 1.24 0.20 0.69 0.74 0.33 0.38 0.85 0.14 0.52 0.59 Uniform Delay, d1 55.5 19.8 52.1 25.2 12.3 58.4 45.1 36.8 51.7 36.1 Progression Factor 0.71 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 136.2 0.3 5.9 3.2 0.2 8.1 9.1 0.2 1.4 0.9 Delay (s) 175.7 28.9 58.0 28.4 12.5 66.5 54.1 37.0 53.1 37.0 L e v e l o f S e r v i c e FC ECBEDDDD
Approach Delay (s/veh) 101.0 29.6 51.1 40.4
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 47.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 870 440 20 30 740 700 10 100 20 660 110 420 Future Volume (vph) 870 440 20 30 740 700 10 100 20 660 110 420 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 1399 3539 2787 1770 1193 4990 1203 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 1399 3539 2787 1770 1193 4990 1203 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 956 484 22 33 813 769 11 110 22 725 121 462 RTOR Reduction (vph) 0 0 12 0 0 261 0 5 0000
Lane Group Flow (vph) 956 484 10 33 813 508 11 127 0 725 121 462 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 29.2 61.6 61.6 8.2 40.6 69.7 1.4 21.7 23.8 44.8 134.6 Effective Green, g (s) 29.2 62.9 62.9 8.2 41.9 71.0 1.4 23.7 23.8 46.1 134.6 Actuated g/C Ratio 0.22 0.47 0.47 0.06 0.31 0.53 0.01 0.18 0.18 0.34 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 1082 1653 617 85 1101 1470 18 210 882 412 1563 v/s Ratio Prot c0.19 0.14 0.02 c0.23 0.18 0.01 c0.11 c0.15 0.10 v/s Ratio Perm 0.01 0.30
v/c Ratio 0.88 0.29 0.02 0.39 0.74 0.35 0.61 0.61 0.82 0.29 0.30 Uniform Delay, d1 51.1 22.1 19.2 60.8 41.4 18.4 66.3 51.1 53.4 32.3 0.0 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 8.5 0.1 0.0 1.1 2.6 0.1 36.2 4.1 6.1 0.3 0.5 Delay (s) 59.6 22.2 19.3 61.9 44.1 18.5 102.5 55.2 59.5 32.6 0.5 Level of Service E C B E D B F E E C A
Approach Delay (s/veh) 46.6 32.3 58.9 36.1
Approach LOS D C E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 134.6 Sum of lost time (s) 16.0 Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 220 580 1510 90 120 400
Future Volume (vph) 220 580 1510 90 120 400
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.91 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3499 3068 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3499 3068 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 234 617 1606 96 128 426
RTOR Reduction (vph) 0030 1 8 8 1 8 8
Lane Group Flow (vph) 234 617 1699 0 153 25
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 14.3 57.4 35.1 7.9 7.9
Effective Green, g (s) 14.3 58.7 36.4 8.8 8.8
Actuated g/C Ratio 0.19 0.78 0.48 0.12 0.12
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 650 2751 1686 357 167
v/s Ratio Prot c0.07 0.17 c0.49 c0.05
v/s Ratio Perm 0.02
v/c Ratio 0.36 0.22 1.01 0.43 0.15
Uniform Delay, d1 26.6 2.3 19.6 31.0 30.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.0 23.8 0.3 0.2
Delay (s) 26.9 2.3 43.3 31.3 30.1
Level of Service C A D C C
Approach Delay (s/veh) 9.1 43.3 30.9
Approach LOS A D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 31.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 75.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1100 830 500 570 380 340 1400 550 460 1450 40 Future Volume (vph) 100 1100 830 500 570 380 340 1400 550 460 1450 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1146 865 521 594 396 354 1458 573 479 1510 42 RTOR Reduction (vph) 00000 2 2 600 2 0 1030
Lane Group Flow (vph) 104 1146 865 521 594 170 354 1458 372 479 1549 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 10.6 34.4 120.0 17.6 41.4 41.4 12.0 33.2 33.2 16.0 37.2 Effective Green, g (s) 10.6 35.8 120.0 17.6 42.8 42.8 12.0 34.6 34.6 16.0 38.6 Actuated g/C Ratio 0.09 0.30 1.00 0.15 0.36 0.36 0.10 0.29 0.29 0.13 0.32 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 156 1517 1560 503 1262 550 343 1466 446 457 1627 v/s Ratio Prot 0.06 c0.23 c0.15 0.17 0.10 c0.29 0.14 c0.31 v/s Ratio Perm 0.55 0.11 0.24
v/c Ratio 0.67 0.76 0.55 1.04 0.47 0.31 1.03 0.99 0.83 1.05 0.95 Uniform Delay, d1 53.0 38.1 0.0 51.2 29.8 27.9 54.0 42.6 40.0 52.0 39.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.60 0.59 0.62 0.50 Incremental Delay, d2 8.1 2.6 1.4 49.7 0.6 0.7 53.0 20.3 14.2 46.9 9.7 Delay (s) 61.0 40.7 1.4 100.9 30.4 28.6 104.9 45.8 37.9 78.9 29.5 Level of Service E D A F C C F D D E C
Approach Delay (s/veh) 25.7 54.2 52.7 41.1
Approach LOS CDDD
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 90.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 400 600 130 210 390 870 140 860 140 1110 1080 200 Future Volume (vph) 400 600 130 210 390 870 140 860 140 1110 1080 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 1770 3539 1557 3433 3458 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 1770 3539 1557 3433 3458 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 408 612 133 214 398 888 143 878 143 1133 1102 204 RTOR Reduction (vph) 0 0 1050000 1 1000 5 4
Lane Group Flow (vph) 408 612 28 214 398 888 143 1010 0 1133 1102 150 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 17.6 24.1 24.1 14.9 21.4 120.0 8.3 31.4 31.0 54.1 54.1 Effective Green, g (s) 17.6 25.3 25.3 14.9 22.6 120.0 8.3 32.8 31.0 55.5 55.5 Actuated g/C Ratio 0.15 0.21 0.21 0.12 0.19 1.00 0.07 0.27 0.26 0.46 0.46 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 503 746 325 219 666 1557 237 945 930 1636 697 v/s Ratio Prot 0.12 c0.17 c0.12 0.11 0.04 c0.29 c0.31 0.31 v/s Ratio Perm 0.02 c0.57 0.10
v/c Ratio 0.81 0.82 0.09 0.98 0.60 0.57 0.60 1.07 1.22 0.67 0.22 Uniform Delay, d1 49.6 45.2 38.1 52.4 44.5 0.0 54.3 43.6 44.5 25.2 19.3 Progression Factor 1.00 1.00 1.00 0.94 0.88 1.00 1.00 1.00 0.95 1.13 1.88 Incremental Delay, d2 9.1 6.9 0.0 52.1 2.1 1.4 3.0 49.5 104.8 1.5 0.5 Delay (s) 58.7 52.0 38.1 101.2 41.2 1.4 57.2 93.1 147.1 30.0 36.6 Level of Service E D D F D A E F F C D
Approach Delay (s/veh) 52.8 26.2 88.7 85.0
Approach LOS D C F F
Intersection Summary
HCM 2000 Control Delay (s/veh) 65.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 103.0% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 650 60 140 150 300 40 420 230 580 520 220 Future Volume (vph) 260 650 60 140 150 300 40 420 230 580 520 220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 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 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3489 3433 3115 1441 1770 3539 1562 3433 3366 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3489 3433 3115 1441 1770 3539 1562 3433 3366 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 295 739 68 159 170 341 45 477 261 659 591 250 RTOR Reduction (vph) 0600 1 2 5 5 400 1 5 40 3 80
Lane Group Flow (vph) 295 802 0 159 216 116 45 477 107 659 803 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 14.5 35.1 9.5 30.1 65.6 6.2 20.2 20.2 35.5 49.5 Effective Green, g (s) 14.5 37.5 9.5 32.5 70.4 6.2 21.5 21.5 35.5 50.8 Actuated g/C Ratio 0.12 0.31 0.08 0.27 0.59 0.05 0.18 0.18 0.30 0.42 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 414 1090 271 843 845 91 634 279 1015 1424 v/s Ratio Prot c0.09 c0.23 0.05 0.07 0.08 0.03 c0.13 c0.19 0.24 v/s Ratio Perm 0.07
v/c Ratio 0.71 0.74 0.59 0.26 0.14 0.49 0.75 0.38 0.65 0.56 Uniform Delay, d1 50.7 36.8 53.4 34.3 11.2 55.4 46.7 43.4 36.8 26.2 Progression Factor 1.03 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.80 0.68 Incremental Delay, d2 4.9 3.8 3.2 0.7 0.1 4.2 5.0 0.9 1.4 1.6 Delay (s) 57.4 27.8 56.6 35.0 11.2 59.6 51.8 44.3 30.9 19.4 Level of Service E C E D B E D D C B
Approach Delay (s/veh) 35.7 34.1 49.7 24.5
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 720 900 10 20 560 1310 20 30 20 1150 30 890 Future Volume (vph) 720 900 10 20 560 1310 20 30 20 1150 30 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1561 1770 3539 2787 1770 1749 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1561 1770 3539 2787 1770 1749 4990 1863 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 847 1059 12 24 659 1541 24 35 24 1353 35 1047 RTOR Reduction (vph) 00700 3 9 70 2 20000
Lane Group Flow (vph) 847 1059 5 24 659 1144 24 37 0 1353 35 1047 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 21.1 47.5 47.5 2.3 28.7 68.1 2.3 7.3 34.1 39.8 110.5 Effective Green, g (s) 21.1 48.8 48.8 2.3 30.0 69.4 2.3 9.3 34.1 41.1 110.5 Actuated g/C Ratio 0.19 0.44 0.44 0.02 0.27 0.63 0.02 0.08 0.31 0.37 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 952 1562 689 36 960 1750 36 147 1539 692 1583 v/s Ratio Prot c0.17 0.30 0.01 0.19 0.41 0.01 0.02 c0.27 0.02 v/s Ratio Perm 0.00 c0.66
v/c Ratio 0.89 0.68 0.01 0.67 0.69 0.65 0.67 0.25 0.88 0.05 0.66 Uniform Delay, d1 43.6 24.6 17.3 53.7 36.0 13.0 53.7 47.3 36.2 22.2 0.0 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 10.0 1.2 0.0 30.6 2.1 0.9 30.6 0.7 6.0 0.0 2.2 Delay (s) 53.5 25.8 17.3 84.3 38.1 13.9 84.3 48.0 42.3 22.2 2.2 Level of Service D C B F D B F D D C A
Approach Delay (s/veh) 38.0 21.8 58.5 24.7
Approach LOS D C E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 28.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 110.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 1 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 350 1260 870 110 110 240
Future Volume (vph) 350 1260 870 110 110 240
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.92 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3473 3253 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3473 3253 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 376 1355 935 118 118 258
RTOR Reduction (vph) 0070 1 1 8 1 1 8
Lane Group Flow (vph) 376 1355 1046 0 129 11
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 18.9 100.9 74.0 8.9 8.9
Effective Green, g (s) 18.9 102.2 75.3 9.8 9.8
Actuated g/C Ratio 0.16 0.85 0.63 0.08 0.08
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 540 3014 2179 265 117
v/s Ratio Prot c0.11 0.38 c0.30 c0.04
v/s Ratio Perm 0.01
v/c Ratio 0.70 0.45 0.48 0.49 0.09
Uniform Delay, d1 47.8 2.1 11.9 52.7 51.0
Progression Factor 0.97 0.39 0.93 1.00 1.00
Incremental Delay, d2 3.0 0.4 0.7 0.5 0.1
Delay (s) 49.2 1.2 11.8 53.2 51.1
Level of Service D A B D D
Approach Delay (s/veh) 11.6 11.8 52.5
Approach LOS B B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 16.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 240 370 890 360 800 1170 600 230 1230 60 Future Volume (vph) 30 630 240 370 890 360 800 1170 600 230 1230 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5045 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5045 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 264 407 978 396 879 1286 659 253 1352 66 RTOR Reduction (vph) 00000 1 4 400 1 2 8040
Lane Group Flow (vph) 33 692 264 407 978 252 879 1286 531 253 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 19.4 42.6 42.6 26.0 44.6 44.6 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 19.4 44.0 44.0 26.0 46.0 46.0 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.16 0.37 0.37 0.22 0.38 0.38 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 555 1297 567 743 1949 595 314 1303 v/s Ratio Prot 0.02 c0.14 0.12 c0.28 c0.26 0.25 0.07 c0.28 v/s Ratio Perm 0.17 0.16 0.34
v/c Ratio 0.85 0.59 0.17 0.73 0.75 0.44 1.18 0.66 0.89 0.81 1.08 Uniform Delay, d1 58.3 41.2 0.0 47.8 33.3 28.7 47.0 30.5 34.7 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.53 0.39 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 4.3 3.0 1.2 92.9 1.3 14.6 9.9 48.3 Delay (s) 140.7 42.4 0.2 52.1 36.3 29.9 135.7 17.5 28.0 80.8 107.8 Level of Service F D A D D C F B C F F
Approach Delay (s/veh) 34.4 38.5 56.7 103.7
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 60.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 95.9% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 280 190 310 490 1110 190 870 180 630 1030 220 Future Volume (vph) 320 280 190 310 490 1110 190 870 180 630 1030 220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3432 3600 3539 1491 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3432 3433 3539 1491 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 Adj. Flow (vph) 368 322 218 356 563 1276 218 1000 207 724 1184 253 RTOR Reduction (vph) 0 0 1400000 1 4000 1 1 9
Lane Group Flow (vph) 368 322 78 356 563 1276 218 1193 0 724 1184 134 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.1 18.7 18.7 27.3 29.9 120.0 9.0 36.4 19.0 46.4 46.4 Effective Green, g (s) 16.1 19.9 19.9 27.3 31.1 120.0 9.0 37.8 19.0 47.8 47.8 Actuated g/C Ratio 0.13 0.17 0.17 0.23 0.26 1.00 0.08 0.32 0.16 0.40 0.40 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 460 586 252 402 917 1558 257 1081 570 1409 593 v/s Ratio Prot 0.11 0.09 0.20 0.16 0.06 c0.35 c0.20 0.33 v/s Ratio Perm 0.05 c0.82 0.09
v/c Ratio 0.80 0.55 0.31 0.89 0.61 0.82 0.85 1.10 1.27 0.84 0.23 Uniform Delay, d1 50.4 45.9 44.0 44.8 39.2 0.0 54.8 41.1 50.5 32.6 23.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.85 1.84 Incremental Delay, d2 9.1 0.6 0.3 19.7 1.8 4.9 21.3 60.2 133.1 5.3 0.8 Delay (s) 59.5 46.5 44.3 64.5 40.9 4.9 76.1 101.3 175.7 33.2 44.7 Level of Service E D D E D A E F F C D
Approach Delay (s/veh) 51.2 23.8 97.4 82.3
Approach LOS D C F F
Intersection Summary
HCM 2000 Control Delay (s/veh) 62.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.07
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 90.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 300 240 50 220 900 480 10 590 140 160 390 190 Future Volume (vph) 300 240 50 220 900 480 10 590 140 160 390 190 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.97 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3431 3433 3293 1441 1770 3539 1551 3400 3345 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3431 3433 3293 1441 1770 3539 1551 3400 3345 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 330 264 55 242 989 527 11 648 154 176 429 209 RTOR Reduction (vph) 0 14 0 0 14 43 0 0 107 0 45 0
Lane Group Flow (vph) 330 305 0 242 1186 273 11 648 47 176 593 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 51.5 12.2 54.7 72.8 2.1 24.9 24.9 11.7 34.5 Effective Green, g (s) 9.0 53.9 12.2 57.1 71.2 2.1 26.2 27.5 11.7 35.8 Actuated g/C Ratio 0.08 0.45 0.10 0.48 0.59 0.02 0.22 0.23 0.10 0.30 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1541 349 1566 854 30 772 355 331 997 v/s Ratio Prot c0.10 0.09 0.07 c0.36 0.19 0.01 c0.18 0.05 c0.18 v/s Ratio Perm 0.03
v/c Ratio 1.28 0.20 0.69 0.76 0.32 0.37 0.84 0.13 0.53 0.59 Uniform Delay, d1 55.5 20.0 52.1 25.8 12.2 58.3 44.9 36.8 51.5 35.9 Progression Factor 0.72 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 153.3 0.3 5.9 3.5 0.2 7.4 8.0 0.2 1.6 1.0 Delay (s) 193.1 29.1 58.0 29.3 12.5 65.7 52.9 36.9 53.2 36.9 L e v e l o f S e r v i c e FC ECBEDDDD
Approach Delay (s/veh) 112.5 30.2 50.0 40.4
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 49.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 870 430 20 30 750 690 20 130 40 650 110 420 Future Volume (vph) 870 430 20 30 750 690 20 130 40 650 110 420 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 1399 3539 2787 1770 1214 4990 1203 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 1399 3539 2787 1770 1214 4990 1203 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 956 473 22 33 824 758 22 143 44 714 121 462 RTOR Reduction (vph) 0 0 12 0 0 224 0 7 0000
Lane Group Flow (vph) 956 473 10 33 824 534 22 180 0 714 121 462 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 29.9 63.0 63.0 8.3 41.4 70.6 3.3 26.4 23.9 47.7 140.9 Effective Green, g (s) 29.9 64.3 64.3 8.3 42.7 71.9 3.3 28.4 23.9 49.0 140.9 Actuated g/C Ratio 0.21 0.46 0.46 0.06 0.30 0.51 0.02 0.20 0.17 0.35 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 1058 1615 602 82 1072 1422 41 244 846 418 1563 v/s Ratio Prot c0.19 0.13 0.02 c0.23 0.19 0.01 c0.15 c0.14 0.10 v/s Ratio Perm 0.01 0.30
v/c Ratio 0.90 0.29 0.02 0.40 0.77 0.38 0.54 0.74 0.84 0.29 0.30 Uniform Delay, d1 54.1 24.0 21.0 63.9 44.6 20.9 68.0 52.7 56.7 33.3 0.0 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 10.5 0.1 0.0 1.2 3.4 0.2 6.6 10.4 7.6 0.3 0.5 Delay (s) 64.6 24.1 21.0 65.1 48.0 21.1 74.6 63.2 64.3 33.6 0.5 Level of Service E C C E D C E E E C A
Approach Delay (s/veh) 50.8 35.7 64.4 38.7
Approach LOS D D E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 42.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 140.9 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 230 570 1500 100 140 440
Future Volume (vph) 230 570 1500 100 140 440
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.91 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3495 3068 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3495 3068 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 245 606 1596 106 149 468
RTOR Reduction (vph) 0040 2 0 5 2 0 5
Lane Group Flow (vph) 245 606 1698 0 178 29
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 14.7 57.8 35.1 8.6 8.6
Effective Green, g (s) 14.7 59.1 36.4 9.5 9.5
Actuated g/C Ratio 0.19 0.77 0.48 0.12 0.12
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 658 2730 1660 380 178
v/s Ratio Prot c0.07 0.17 c0.49 c0.06
v/s Ratio Perm 0.02
v/c Ratio 0.37 0.22 1.02 0.47 0.16
Uniform Delay, d1 26.9 2.4 20.1 31.2 30.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 28.1 0.3 0.2
Delay (s) 27.2 2.5 48.2 31.5 30.2
Level of Service C A D C C
Approach Delay (s/veh) 9.6 48.2 31.0
Approach LOS A D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 76.6 Sum of lost time (s) 16.0 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1100 840 490 570 370 350 1400 550 460 1450 40 Future Volume (vph) 100 1100 840 490 570 370 350 1400 550 460 1450 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1146 875 510 594 385 365 1458 573 479 1510 42 RTOR Reduction (vph) 00000 2 2 600 2 0 1020
Lane Group Flow (vph) 104 1146 875 510 594 159 365 1458 372 479 1550 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 10.6 34.4 120.0 17.6 41.4 41.4 13.0 33.2 33.2 16.0 36.2 Effective Green, g (s) 10.6 35.8 120.0 17.6 42.8 42.8 13.0 34.6 34.6 16.0 37.6 Actuated g/C Ratio 0.09 0.30 1.00 0.15 0.36 0.36 0.11 0.29 0.29 0.13 0.31 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 156 1517 1560 503 1262 550 371 1466 446 457 1585 v/s Ratio Prot 0.06 c0.23 c0.15 0.17 0.11 c0.29 0.14 c0.31 v/s Ratio Perm 0.56 0.10 0.24
v/c Ratio 0.67 0.76 0.56 1.01 0.47 0.29 0.98 0.99 0.83 1.05 0.98 Uniform Delay, d1 53.0 38.1 0.0 51.2 29.8 27.7 53.4 42.6 40.0 52.0 40.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.60 0.59 0.62 0.51 Incremental Delay, d2 8.1 2.6 1.5 43.7 0.6 0.6 38.2 20.3 14.2 46.9 13.5 Delay (s) 61.0 40.7 1.5 94.9 30.4 28.3 88.5 46.0 38.0 78.9 34.3 Level of Service E D A F C C F D D E C
Approach Delay (s/veh) 25.6 51.9 50.6 44.8
Approach LOS CDDD
Intersection Summary
HCM 2000 Control Delay (s/veh) 42.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 400 600 130 210 390 870 140 860 150 1110 1080 200 Future Volume (vph) 400 600 130 210 390 870 140 860 150 1110 1080 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 1770 3539 1557 3433 3453 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 1770 3539 1557 3433 3453 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 408 612 133 214 398 888 143 878 153 1133 1102 204 RTOR Reduction (vph) 0 0 1050000 1 1000 5 4
Lane Group Flow (vph) 408 612 28 214 398 888 143 1020 0 1133 1102 150 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 17.6 24.1 24.1 14.9 21.4 120.0 8.3 32.4 30.0 54.1 54.1 Effective Green, g (s) 17.6 25.3 25.3 14.9 22.6 120.0 8.3 33.8 30.0 55.5 55.5 Actuated g/C Ratio 0.15 0.21 0.21 0.12 0.19 1.00 0.07 0.28 0.25 0.46 0.46 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 503 746 325 219 666 1557 237 972 900 1636 697 v/s Ratio Prot 0.12 c0.17 c0.12 0.11 0.04 c0.30 c0.31 0.31 v/s Ratio Perm 0.02 c0.57 0.10
v/c Ratio 0.81 0.82 0.09 0.98 0.60 0.57 0.60 1.05 1.26 0.67 0.22 Uniform Delay, d1 49.6 45.2 38.1 52.4 44.5 0.0 54.3 43.1 45.0 25.2 19.3 Progression Factor 1.00 1.00 1.00 0.93 0.88 1.00 1.00 1.00 0.95 1.15 1.88 Incremental Delay, d2 9.1 6.9 0.0 52.1 2.1 1.4 3.0 42.5 122.5 1.5 0.5 Delay (s) 58.7 52.0 38.1 100.7 41.2 1.4 57.2 85.6 165.5 30.3 36.7 Level of Service E D D F D A E F F C D
Approach Delay (s/veh) 52.8 26.1 82.2 93.6
Approach LOS D C F F
Intersection Summary
HCM 2000 Control Delay (s/veh) 67.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.05
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 103.3% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 270 660 60 140 150 300 40 420 230 570 510 230 Future Volume (vph) 270 660 60 140 150 300 40 420 230 570 510 230 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 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 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3490 3433 3115 1441 1770 3539 1562 3433 3359 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3490 3433 3115 1441 1770 3539 1562 3433 3359 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 307 750 68 159 170 341 45 477 261 648 580 261 RTOR Reduction (vph) 0500 1 2 5 5 500 1 5 40 4 20
Lane Group Flow (vph) 307 813 0 159 216 115 45 477 107 648 799 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 15.2 35.3 9.5 29.6 64.6 6.2 20.5 20.5 35.0 49.3 Effective Green, g (s) 15.2 37.7 9.5 32.0 69.4 6.2 21.8 21.8 35.0 50.6 Actuated g/C Ratio 0.13 0.31 0.08 0.27 0.58 0.05 0.18 0.18 0.29 0.42 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 434 1096 271 830 833 91 642 283 1001 1416 v/s Ratio Prot c0.09 c0.23 0.05 0.07 0.08 0.03 c0.13 c0.19 0.24 v/s Ratio Perm 0.07
v/c Ratio 0.71 0.74 0.59 0.26 0.14 0.49 0.74 0.38 0.65 0.56 Uniform Delay, d1 50.3 36.8 53.4 34.7 11.6 55.4 46.4 43.1 37.1 26.3 Progression Factor 1.03 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.69 Incremental Delay, d2 4.4 3.9 3.2 0.8 0.1 4.2 4.6 0.9 1.4 1.6 Delay (s) 56.0 27.8 56.6 35.4 11.7 59.6 51.1 44.0 31.4 19.7 Level of Service E C E D B E D D C B
Approach Delay (s/veh) 35.5 34.4 49.2 24.8
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 720 910 20 50 550 1300 20 50 40 1140 60 890 Future Volume (vph) 720 910 20 50 550 1300 20 50 40 1140 60 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1561 1770 3539 2787 1770 1739 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1561 1770 3539 2787 1770 1739 4990 1863 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 847 1071 24 59 647 1529 24 59 47 1341 71 1047 RTOR Reduction (vph) 0 0 15 0 0 381 0 2 60000
Lane Group Flow (vph) 847 1071 9 59 647 1148 24 80 0 1341 71 1047 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 21.0 43.0 43.0 5.0 27.0 66.3 3.5 11.5 34.0 42.7 112.8 Effective Green, g (s) 21.0 44.3 44.3 5.0 28.3 67.6 3.5 13.5 34.0 44.0 112.8 Actuated g/C Ratio 0.19 0.39 0.39 0.04 0.25 0.60 0.03 0.12 0.30 0.39 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 928 1389 613 78 887 1670 54 208 1504 726 1583 v/s Ratio Prot c0.17 c0.30 0.03 0.18 c0.41 0.01 0.05 c0.27 0.04 v/s Ratio Perm 0.01 c0.66
v/c Ratio 0.91 0.77 0.02 0.76 0.73 0.69 0.44 0.39 0.89 0.10 0.66 Uniform Delay, d1 45.0 29.8 20.9 53.3 38.7 15.4 53.7 45.8 37.6 21.8 0.0 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 12.8 2.7 0.0 30.3 3.0 1.2 2.1 0.9 7.1 0.0 2.2 Delay (s) 57.8 32.5 20.9 83.6 41.8 16.6 55.8 46.7 44.7 21.9 2.2 Level of Service E C C F D B E D D C A
Approach Delay (s/veh) 43.4 25.7 48.4 25.9
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 31.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 112.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 2 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 390 1240 870 130 120 260
Future Volume (vph) 390 1240 870 130 120 260
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.92 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3463 3254 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3463 3254 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 419 1333 935 140 129 280
RTOR Reduction (vph) 0080 1 2 8 1 2 8
Lane Group Flow (vph) 419 1333 1067 0 141 12
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 19.8 100.5 72.7 9.3 9.3
Effective Green, g (s) 19.8 101.8 74.0 10.2 10.2
Actuated g/C Ratio 0.17 0.85 0.62 0.09 0.09
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 566 3002 2135 276 122
v/s Ratio Prot c0.12 0.38 c0.31 c0.04
v/s Ratio Perm 0.01
v/c Ratio 0.74 0.44 0.50 0.51 0.10
Uniform Delay, d1 47.7 2.2 12.7 52.5 50.7
Progression Factor 1.00 0.39 0.92 1.00 1.00
Incremental Delay, d2 4.1 0.4 0.8 0.7 0.1
Delay (s) 51.7 1.3 12.5 53.2 50.8
Level of Service D A B D D
Approach Delay (s/veh) 13.3 12.5 52.4
Approach LOS B B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 55.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 250 360 910 360 820 1170 590 230 1230 50 Future Volume (vph) 30 630 250 360 910 360 820 1170 590 230 1230 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 275 396 1000 396 901 1286 648 253 1352 55 RTOR Reduction (vph) 00000 1 4 400 1 2 8040
Lane Group Flow (vph) 33 692 275 396 1000 252 901 1286 520 253 1403 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 19.4 42.6 42.6 26.0 44.6 44.6 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 19.4 44.0 44.0 26.0 46.0 46.0 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.16 0.37 0.37 0.22 0.38 0.38 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 555 1297 567 743 1949 595 314 1304 v/s Ratio Prot 0.02 c0.14 0.12 c0.28 c0.26 0.25 0.07 c0.28 v/s Ratio Perm 0.18 0.16 0.33
v/c Ratio 0.85 0.59 0.18 0.71 0.77 0.44 1.21 0.66 0.87 0.81 1.08 Uniform Delay, d1 58.3 41.2 0.0 47.7 33.6 28.7 47.0 30.5 34.3 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.53 0.38 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 3.6 3.4 1.2 105.3 1.4 13.0 9.9 45.0 Delay (s) 140.7 42.4 0.2 51.3 36.9 29.9 147.9 17.5 25.9 80.8 104.6 Level of Service F D A D D C F B C F F
Approach Delay (s/veh) 34.1 38.6 60.9 101.0
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 60.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 96.9% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 280 190 310 500 1120 190 870 180 640 1030 220 Future Volume (vph) 320 280 190 310 500 1120 190 870 180 640 1030 220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3432 3600 3539 1491 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3432 3433 3539 1491 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 Adj. Flow (vph) 368 322 218 356 575 1287 218 1000 207 736 1184 253 RTOR Reduction (vph) 0 0 1290000 1 4000 1 1 9
Lane Group Flow (vph) 368 322 89 356 575 1287 218 1193 0 736 1184 134 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 15.7 18.7 18.7 26.3 29.3 120.0 8.0 37.4 19.0 48.4 48.4 Effective Green, g (s) 15.7 19.9 19.9 26.3 30.5 120.0 8.0 38.8 19.0 49.8 49.8 Actuated g/C Ratio 0.13 0.17 0.17 0.22 0.25 1.00 0.07 0.32 0.16 0.42 0.42 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 449 586 252 387 899 1558 228 1109 570 1468 618 v/s Ratio Prot 0.11 0.09 0.20 0.16 0.06 c0.35 c0.20 0.33 v/s Ratio Perm 0.06 c0.83 0.09
v/c Ratio 0.82 0.55 0.35 0.92 0.64 0.83 0.96 1.08 1.29 0.81 0.22 Uniform Delay, d1 50.8 45.9 44.3 45.8 39.9 0.0 55.8 40.6 50.5 30.9 22.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.87 2.00 Incremental Delay, d2 10.6 0.6 0.3 26.0 2.1 5.1 46.6 49.8 142.1 4.2 0.7 Delay (s) 61.4 46.5 44.6 71.8 41.9 5.1 102.4 90.4 184.6 31.0 45.8 Level of Service E D D E D A F F F C D
Approach Delay (s/veh) 52.1 25.4 92.2 84.8
Approach LOS D C F F
Intersection Summary
HCM 2000 Control Delay (s/veh) 62.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.07
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 91.0% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 310 240 50 240 870 470 10 590 140 160 400 210 Future Volume (vph) 310 240 50 240 870 470 10 590 140 160 400 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.97 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3431 3433 3292 1441 1770 3539 1551 3400 3335 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3431 3433 3292 1441 1770 3539 1551 3400 3335 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 341 264 55 264 956 516 11 648 154 176 440 231 RTOR Reduction (vph) 0 14 0 0 14 43 0 0 107 0 52 0
Lane Group Flow (vph) 341 305 0 264 1148 267 11 648 47 176 619 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 51.2 12.5 54.7 72.8 2.1 24.9 24.9 11.7 34.5 Effective Green, g (s) 9.0 53.6 12.5 57.1 71.2 2.1 26.2 27.5 11.7 35.8 Actuated g/C Ratio 0.08 0.45 0.10 0.48 0.59 0.02 0.22 0.23 0.10 0.30 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1532 357 1566 854 30 772 355 331 994 v/s Ratio Prot c0.10 0.09 0.08 c0.35 0.19 0.01 c0.18 0.05 c0.19 v/s Ratio Perm 0.03
v/c Ratio 1.33 0.20 0.74 0.73 0.31 0.37 0.84 0.13 0.53 0.62 Uniform Delay, d1 55.5 20.2 52.2 25.3 12.2 58.3 44.9 36.8 51.5 36.3 Progression Factor 0.72 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 170.7 0.3 7.8 3.1 0.2 7.4 8.0 0.2 1.6 1.2 Delay (s) 210.7 29.4 60.0 28.4 12.4 65.7 52.9 36.9 53.2 37.5 L e v e l o f S e r v i c e FC ECBEDDDD
Approach Delay (s/veh) 123.0 30.3 50.0 40.8
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 51.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 73.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 870 420 20 40 760 660 20 200 90 630 130 420 Future Volume (vph) 870 420 20 40 760 660 20 200 90 630 130 420 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1320 1399 3539 2787 1770 1240 4990 1203 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1320 1399 3539 2787 1770 1240 4990 1203 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 956 462 22 44 835 725 22 220 99 692 143 462 RTOR Reduction (vph) 0 0 13 0 0 154 0 1 10000
Lane Group Flow (vph) 956 462 9 44 835 571 22 308 0 692 143 462 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 31.1 61.2 61.2 11.7 41.8 71.1 3.5 34.8 24.0 56.0 151.0 Effective Green, g (s) 31.1 62.5 62.5 11.7 43.1 72.4 3.5 36.8 24.0 57.3 151.0 Actuated g/C Ratio 0.21 0.41 0.41 0.08 0.29 0.48 0.02 0.24 0.16 0.38 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 1027 1464 546 108 1010 1336 41 302 793 456 1563 v/s Ratio Prot c0.19 0.13 0.03 c0.24 0.21 0.01 c0.25 c0.14 0.12 v/s Ratio Perm 0.01 0.30
v/c Ratio 0.93 0.32 0.02 0.41 0.83 0.43 0.54 1.02 0.87 0.31 0.30 Uniform Delay, d1 58.9 29.8 26.1 66.3 50.5 25.7 72.9 57.1 62.0 33.0 0.0 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 14.2 0.1 0.0 0.9 5.6 0.2 6.6 57.3 10.4 0.3 0.5 Delay (s) 73.1 30.0 26.1 67.3 56.1 26.0 79.6 114.4 72.4 33.3 0.5 Level of Service E C C E E C E F E C A
Approach Delay (s/veh) 58.5 42.8 112.2 42.4
Approach LOS E D F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 52.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91
Actuated Cycle Length (s) 151.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 250 570 1470 130 180 500
Future Volume (vph) 250 570 1470 130 180 500
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.91 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3481 3067 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3481 3067 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 266 606 1564 138 191 532
RTOR Reduction (vph) 0050 2 3 0 2 3 0
Lane Group Flow (vph) 266 606 1697 0 227 36
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 15.2 58.4 35.2 9.7 9.7
Effective Green, g (s) 15.2 59.7 36.5 10.6 10.6
Actuated g/C Ratio 0.19 0.76 0.47 0.14 0.14
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 666 2698 1622 415 195
v/s Ratio Prot c0.08 0.17 c0.49 c0.07
v/s Ratio Perm 0.02
v/c Ratio 0.40 0.22 1.05 0.55 0.18
Uniform Delay, d1 27.6 2.7 20.9 31.6 30.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 35.6 0.8 0.2
Delay (s) 27.8 2.7 56.5 32.4 30.2
Level of Service C A E C C
Approach Delay (s/veh) 10.4 56.5 31.6
Approach LOS B E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 78.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1110 860 480 560 370 360 1410 550 460 1460 40 Future Volume (vph) 100 1110 860 480 560 370 360 1410 550 460 1460 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1156 896 500 583 385 375 1469 573 479 1521 42 RTOR Reduction (vph) 00000 2 2 700 1 0 5030
Lane Group Flow (vph) 104 1156 896 500 583 158 375 1469 468 479 1560 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.7 35.7 120.0 9.9 36.9 36.9 16.2 37.6 37.6 18.0 39.4 Effective Green, g (s) 8.7 37.1 120.0 9.9 38.3 38.3 16.2 39.0 39.0 18.0 40.8 Actuated g/C Ratio 0.07 0.31 1.00 0.08 0.32 0.32 0.13 0.33 0.33 0.15 0.34 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 128 1572 1560 283 1129 492 463 1652 504 514 1720 v/s Ratio Prot 0.06 c0.23 c0.15 0.16 0.11 0.29 0.14 c0.31 v/s Ratio Perm 0.57 0.10 c0.30
v/c Ratio 0.81 0.74 0.57 1.77 0.52 0.32 0.81 0.89 0.93 0.93 0.91 Uniform Delay, d1 54.8 37.1 0.0 55.1 33.3 31.0 50.4 38.4 39.1 50.4 37.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 0.51 0.32 0.61 0.48 Incremental Delay, d2 29.7 2.2 1.5 359.1 0.8 0.8 8.2 6.5 22.8 17.2 5.8 Delay (s) 84.5 39.3 1.5 414.2 34.1 31.8 58.9 26.0 35.4 47.8 23.8 L e v e l o f S e r v i c e FDAFCCECDDC
Approach Delay (s/veh) 25.8 162.9 33.3 29.4
Approach LOS C F C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 53.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 89.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 390 610 130 220 400 880 140 860 150 1130 1070 200 Future Volume (vph) 390 610 130 220 400 880 140 860 150 1130 1070 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 1770 3539 1557 3433 3453 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 1770 3539 1557 3433 3453 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 398 622 133 224 408 898 143 878 153 1153 1092 204 RTOR Reduction (vph) 0 0 1050000 1 2000 5 5
Lane Group Flow (vph) 398 622 28 224 408 898 143 1020 0 1153 1092 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 18.1 24.5 24.5 15.3 21.7 120.0 9.2 26.6 35.0 52.4 52.4 Effective Green, g (s) 18.1 25.7 25.7 15.3 22.9 120.0 9.2 28.0 35.0 53.8 53.8 Actuated g/C Ratio 0.15 0.21 0.21 0.13 0.19 1.00 0.08 0.23 0.29 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 517 757 330 225 675 1557 263 805 1050 1586 676 v/s Ratio Prot 0.12 c0.18 c0.13 0.12 0.04 c0.30 c0.32 0.31 v/s Ratio Perm 0.02 c0.58 0.10
v/c Ratio 0.77 0.82 0.09 1.00 0.60 0.58 0.54 1.27 1.10 0.69 0.22 Uniform Delay, d1 48.9 45.0 37.7 52.3 44.4 0.0 53.4 46.0 42.5 26.4 20.3 Progression Factor 1.00 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.95 1.10 1.81 Incremental Delay, d2 6.2 6.8 0.0 56.9 2.1 1.5 1.2 129.7 54.4 1.6 0.5 Delay (s) 55.1 51.8 37.8 104.3 40.1 1.5 54.6 175.7 94.7 30.7 37.1 Level of Service E D D F D A D F F C D
Approach Delay (s/veh) 51.3 26.8 161.0 61.4
Approach LOS D C F E
Intersection Summary
HCM 2000 Control Delay (s/veh) 69.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 104.7% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 670 60 140 140 310 40 430 230 550 510 250 Future Volume (vph) 280 670 60 140 140 310 40 430 230 550 510 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.99 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 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3491 3433 3102 1441 1770 3539 1562 3433 3348 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3491 3433 3102 1441 1770 3539 1562 3433 3348 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 318 761 68 159 159 352 45 489 261 625 580 284 RTOR Reduction (vph) 0500 1 2 3 3 300 2 0 00 4 50
Lane Group Flow (vph) 318 824 0 159 212 143 45 489 61 625 819 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 16.2 38.7 10.9 33.4 67.3 7.4 16.8 16.8 33.9 43.3 Effective Green, g (s) 16.2 41.1 10.9 35.8 72.1 7.4 18.1 18.1 33.9 44.6 Actuated g/C Ratio 0.13 0.34 0.09 0.30 0.60 0.06 0.15 0.15 0.28 0.37 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 463 1195 311 925 865 109 533 235 969 1244 v/s Ratio Prot c0.09 c0.24 0.05 0.07 0.10 0.03 c0.14 0.18 c0.24 v/s Ratio Perm 0.04
v/c Ratio 0.69 0.69 0.51 0.23 0.17 0.41 0.92 0.26 0.64 0.66 Uniform Delay, d1 49.5 34.0 52.0 31.7 10.6 54.2 50.2 45.0 37.8 31.4 Progression Factor 1.01 0.60 1.00 1.00 1.00 1.00 1.00 1.00 0.82 0.77 Incremental Delay, d2 3.6 2.8 1.4 0.6 0.1 2.5 20.6 0.6 1.4 2.6 Delay (s) 53.5 23.3 53.4 32.3 10.7 56.7 70.9 45.6 32.5 26.7 Level of Service D C D C B E E D C C
Approach Delay (s/veh) 31.7 31.6 61.8 29.1
Approach LOS C C E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 36.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 720 910 30 110 540 1280 30 70 90 1120 130 880 Future Volume (vph) 720 910 30 110 540 1280 30 70 90 1120 130 880 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.92 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1559 1770 3539 2787 1770 1705 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1559 1770 3539 2787 1770 1705 4990 1863 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 847 1071 35 129 635 1506 35 82 106 1318 153 1035 RTOR Reduction (vph) 0 0 26 0 0 293 0 3 60000
Lane Group Flow (vph) 847 1071 9 129 635 1213 35 152 0 1318 153 1035 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 20.2 28.3 28.3 12.1 20.2 67.0 4.6 17.0 41.5 54.6 118.2 Effective Green, g (s) 20.2 29.6 29.6 12.1 21.5 68.3 4.6 19.0 41.5 55.9 118.2 Actuated g/C Ratio 0.17 0.25 0.25 0.10 0.18 0.58 0.04 0.16 0.35 0.47 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 852 886 390 181 643 1610 68 274 1751 881 1583 v/s Ratio Prot c0.17 c0.30 0.07 0.18 c0.44 0.02 0.09 0.26 0.08 v/s Ratio Perm 0.01 c0.65
v/c Ratio 0.99 1.21 0.02 0.71 0.99 0.75 0.51 0.55 0.75 0.17 0.65 Uniform Delay, d1 48.9 44.3 33.4 51.4 48.2 18.7 55.7 45.7 33.8 17.9 0.0 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 29.2 104.5 0.0 10.5 32.0 2.0 2.7 1.9 1.8 0.1 2.1 Delay (s) 78.1 148.8 33.4 61.9 80.2 20.7 58.4 47.6 35.6 18.0 2.1 Level of Service E F C E F C E D D B A
Approach Delay (s/veh) 116.1 39.7 49.3 20.7
Approach LOS F D D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 54.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 118.2 Sum of lost time (s) 16.0 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 3 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 470 1200 860 170 150 300
Future Volume (vph) 470 1200 860 170 150 300
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.92 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3442 3261 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3442 3261 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 505 1290 925 183 161 323
RTOR Reduction (vph) 0 0 12 0 147 146
Lane Group Flow (vph) 505 1290 1096 0 176 15
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 21.4 99.3 69.9 10.5 10.5
Effective Green, g (s) 21.4 100.6 71.2 11.4 11.4
Actuated g/C Ratio 0.18 0.84 0.59 0.10 0.10
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 612 2966 2042 309 136
v/s Ratio Prot c0.15 0.36 c0.32 c0.05
v/s Ratio Perm 0.01
v/c Ratio 0.83 0.43 0.54 0.57 0.11
Uniform Delay, d1 47.5 2.5 14.6 52.0 49.7
Progression Factor 1.11 0.39 0.86 1.00 1.00
Incremental Delay, d2 7.4 0.4 1.0 1.6 0.1
Delay (s) 60.1 1.4 13.5 53.5 49.8
Level of Service E A B D D
Approach Delay (s/veh) 17.9 13.5 52.3
Approach LOS B B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 21.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 640 240 360 910 360 820 1170 590 230 1230 50 Future Volume (vph) 30 640 240 360 910 360 820 1170 590 230 1230 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 703 264 396 1000 396 901 1286 648 253 1352 55 RTOR Reduction (vph) 00000 1 4 400 1 2 7040
Lane Group Flow (vph) 33 703 264 396 1000 252 901 1286 521 253 1403 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.6 120.0 19.0 42.6 42.6 26.0 44.6 44.6 11.0 29.6 Effective Green, g (s) 3.0 28.0 120.0 19.0 44.0 44.0 26.0 46.0 46.0 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.16 0.37 0.37 0.22 0.38 0.38 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1186 1560 543 1297 567 743 1949 595 314 1304 v/s Ratio Prot 0.02 c0.14 0.12 c0.28 c0.26 0.25 0.07 c0.28 v/s Ratio Perm 0.17 0.16 0.34
v/c Ratio 0.85 0.59 0.17 0.73 0.77 0.44 1.21 0.66 0.88 0.81 1.08 Uniform Delay, d1 58.3 40.9 0.0 48.1 33.6 28.7 47.0 30.5 34.3 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.53 0.38 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 4.1 3.4 1.2 105.3 1.4 13.1 9.9 45.0 Delay (s) 140.7 42.1 0.2 52.2 36.9 29.9 148.1 17.5 26.2 80.8 104.6 Level of Service F D A D D C F B C F F
Approach Delay (s/veh) 34.3 38.8 61.0 101.0
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 61.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 96.9% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 280 190 320 500 1120 190 870 180 640 1030 220 Future Volume (vph) 320 280 190 320 500 1120 190 870 180 640 1030 220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3432 3600 3539 1491 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3432 3433 3539 1491 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 Adj. Flow (vph) 368 322 218 368 575 1287 218 1000 207 736 1184 253 RTOR Reduction (vph) 0 0 1290000 1 4000 1 1 9
Lane Group Flow (vph) 368 322 89 368 575 1287 218 1193 0 736 1184 134 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 15.7 18.7 18.7 27.3 30.3 120.0 8.0 36.4 19.0 47.4 47.4 Effective Green, g (s) 15.7 19.9 19.9 27.3 31.5 120.0 8.0 37.8 19.0 48.8 48.8 Actuated g/C Ratio 0.13 0.17 0.17 0.23 0.26 1.00 0.07 0.32 0.16 0.41 0.41 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 449 586 252 402 928 1558 228 1081 570 1439 606 v/s Ratio Prot 0.11 0.09 0.21 0.16 0.06 c0.35 c0.20 0.33 v/s Ratio Perm 0.06 c0.83 0.09
v/c Ratio 0.82 0.55 0.35 0.92 0.62 0.83 0.96 1.10 1.29 0.82 0.22 Uniform Delay, d1 50.8 45.9 44.3 45.2 39.0 0.0 55.8 41.1 50.5 31.7 23.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.86 1.91 Incremental Delay, d2 10.6 0.6 0.3 24.6 1.8 5.1 46.6 60.2 142.1 4.7 0.7 Delay (s) 61.4 46.5 44.6 69.9 40.8 5.1 102.4 101.3 184.6 32.0 45.2 Level of Service E D D E D A F F F C D
Approach Delay (s/veh) 52.1 25.0 101.5 85.2
Approach LOS D C F F
Intersection Summary
HCM 2000 Control Delay (s/veh) 64.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.08
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 310 240 50 240 870 470 10 590 140 160 400 210 Future Volume (vph) 310 240 50 240 870 470 10 590 140 160 400 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.97 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3431 3433 3292 1441 1770 3539 1551 3400 3335 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3431 3433 3292 1441 1770 3539 1551 3400 3335 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 341 264 55 264 956 516 11 648 154 176 440 231 RTOR Reduction (vph) 0 14 0 0 14 43 0 0 107 0 52 0
Lane Group Flow (vph) 341 305 0 264 1148 267 11 648 47 176 619 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 51.2 12.5 54.7 72.8 2.1 24.9 24.9 11.7 34.5 Effective Green, g (s) 9.0 53.6 12.5 57.1 71.2 2.1 26.2 27.5 11.7 35.8 Actuated g/C Ratio 0.08 0.45 0.10 0.48 0.59 0.02 0.22 0.23 0.10 0.30 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1532 357 1566 854 30 772 355 331 994 v/s Ratio Prot c0.10 0.09 0.08 c0.35 0.19 0.01 c0.18 0.05 c0.19 v/s Ratio Perm 0.03
v/c Ratio 1.33 0.20 0.74 0.73 0.31 0.37 0.84 0.13 0.53 0.62 Uniform Delay, d1 55.5 20.2 52.2 25.3 12.2 58.3 44.9 36.8 51.5 36.3 Progression Factor 0.72 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 170.7 0.3 7.8 3.1 0.2 7.4 8.0 0.2 1.6 1.2 Delay (s) 210.7 29.4 60.0 28.4 12.4 65.7 52.9 36.9 53.2 37.5 L e v e l o f S e r v i c e FC ECBEDDDD
Approach Delay (s/veh) 123.0 30.3 50.0 40.8
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 51.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 73.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 870 420 40 60 760 650 30 210 100 590 230 410 Future Volume (vph) 870 420 40 60 760 650 30 210 100 590 230 410 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 1399 3539 2787 1770 1244 4990 1203 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 1399 3539 2787 1770 1244 4990 1203 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 956 462 44 66 835 714 33 231 110 648 253 451 RTOR Reduction (vph) 0 0 26 0 0 143 0 1 10000
Lane Group Flow (vph) 956 462 18 66 835 571 33 330 0 648 253 451 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 30.9 61.0 61.0 11.7 41.8 70.4 4.6 34.0 23.3 53.4 149.3 Effective Green, g (s) 30.9 62.3 62.3 11.7 43.1 71.7 4.6 36.0 23.3 54.7 149.3 Actuated g/C Ratio 0.21 0.42 0.42 0.08 0.29 0.48 0.03 0.24 0.16 0.37 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 1032 1476 551 109 1021 1338 54 299 778 440 1563 v/s Ratio Prot c0.19 0.13 0.05 c0.24 0.20 0.02 c0.26 c0.13 0.21 v/s Ratio Perm 0.01 0.29
v/c Ratio 0.93 0.31 0.03 0.61 0.82 0.43 0.61 1.10 0.83 0.57 0.29 Uniform Delay, d1 58.1 29.2 25.7 66.6 49.4 25.4 71.5 56.7 61.1 38.0 0.0 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 13.4 0.1 0.0 6.4 5.2 0.2 13.5 82.3 7.5 1.5 0.5 Delay (s) 71.5 29.3 25.7 72.9 54.6 25.6 85.0 139.0 68.6 39.5 0.5 Level of Service E C C E D C F F E D A
Approach Delay (s/veh) 56.8 42.5 134.2 40.4
Approach LOS E D F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 53.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 149.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 79.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 250 570 1470 130 180 500
Future Volume (vph) 250 570 1470 130 180 500
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.91 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3481 3067 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3481 3067 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 266 606 1564 138 191 532
RTOR Reduction (vph) 0050 2 3 0 2 3 0
Lane Group Flow (vph) 266 606 1697 0 227 36
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 15.2 58.4 35.2 9.7 9.7
Effective Green, g (s) 15.2 59.7 36.5 10.6 10.6
Actuated g/C Ratio 0.19 0.76 0.47 0.14 0.14
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 666 2698 1622 415 195
v/s Ratio Prot c0.08 0.17 c0.49 c0.07
v/s Ratio Perm 0.02
v/c Ratio 0.40 0.22 1.05 0.55 0.18
Uniform Delay, d1 27.6 2.7 20.9 31.6 30.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 35.6 0.8 0.2
Delay (s) 27.8 2.7 56.5 32.4 30.2
Level of Service C A E C C
Approach Delay (s/veh) 10.4 56.5 31.6
Approach LOS B E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 78.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1100 860 480 570 380 360 1410 550 460 1460 40 Future Volume (vph) 100 1100 860 480 570 380 360 1410 550 460 1460 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1550 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1146 896 500 594 396 375 1469 573 479 1521 42 RTOR Reduction (vph) 00000 2 2 600 2 0 1020
Lane Group Flow (vph) 104 1146 896 500 594 170 375 1469 372 479 1561 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 10.6 34.4 120.0 17.6 41.4 41.4 13.0 33.2 33.2 16.0 36.2 Effective Green, g (s) 10.6 35.8 120.0 17.6 42.8 42.8 13.0 34.6 34.6 16.0 37.6 Actuated g/C Ratio 0.09 0.30 1.00 0.15 0.36 0.36 0.11 0.29 0.29 0.13 0.31 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 156 1517 1560 503 1262 550 371 1466 446 457 1585 v/s Ratio Prot 0.06 c0.23 c0.15 0.17 0.11 c0.29 0.14 c0.31 v/s Ratio Perm 0.57 0.11 0.24
v/c Ratio 0.67 0.76 0.57 0.99 0.47 0.31 1.01 1.00 0.83 1.05 0.98 Uniform Delay, d1 53.0 38.1 0.0 51.1 29.8 27.9 53.5 42.7 40.0 52.0 40.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.61 0.59 0.62 0.51 Incremental Delay, d2 8.1 2.6 1.5 38.3 0.6 0.7 45.6 22.1 14.3 47.0 14.9 Delay (s) 61.0 40.7 1.5 89.5 30.4 28.6 96.1 48.1 37.7 79.1 35.8 Level of Service E D A F C C F D D E D
Approach Delay (s/veh) 25.4 49.7 53.0 46.0
Approach LOS CDDD
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 390 600 130 220 400 880 140 860 150 1130 1070 200 Future Volume (vph) 390 600 130 220 400 880 140 860 150 1130 1070 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 1770 3539 1557 3433 3453 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 1770 3539 1557 3433 3453 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 398 612 133 224 408 898 143 878 153 1153 1092 204 RTOR Reduction (vph) 0 0 1050000 1 1000 5 4
Lane Group Flow (vph) 398 612 28 224 408 898 143 1020 0 1153 1092 150 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 17.4 24.1 24.1 14.9 21.6 120.0 8.3 32.4 30.0 54.1 54.1 Effective Green, g (s) 17.4 25.3 25.3 14.9 22.8 120.0 8.3 33.8 30.0 55.5 55.5 Actuated g/C Ratio 0.14 0.21 0.21 0.12 0.19 1.00 0.07 0.28 0.25 0.46 0.46 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 497 746 325 219 672 1557 237 972 900 1636 697 v/s Ratio Prot 0.12 c0.17 c0.13 0.12 0.04 c0.30 c0.32 0.31 v/s Ratio Perm 0.02 c0.58 0.10
v/c Ratio 0.80 0.82 0.09 1.02 0.61 0.58 0.60 1.05 1.28 0.67 0.22 Uniform Delay, d1 49.6 45.2 38.1 52.6 44.5 0.0 54.3 43.1 45.0 25.1 19.3 Progression Factor 1.00 1.00 1.00 0.90 0.86 1.00 1.00 1.00 0.96 1.15 1.88 Incremental Delay, d2 8.5 6.9 0.0 65.4 2.2 1.5 3.0 42.5 132.2 1.4 0.5 Delay (s) 58.1 52.0 38.1 112.9 40.2 1.5 57.2 85.6 175.3 30.3 36.6 Level of Service E D D F D A E F F C D
Approach Delay (s/veh) 52.5 28.1 82.2 99.1
Approach LOS D C F F
Intersection Summary
HCM 2000 Control Delay (s/veh) 70.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 104.4% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 670 60 140 140 310 40 430 230 560 510 240 Future Volume (vph) 280 670 60 140 140 310 40 430 230 560 510 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 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 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3491 3433 3102 1441 1770 3539 1562 3433 3353 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3491 3433 3102 1441 1770 3539 1562 3433 3353 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 318 761 68 159 159 352 45 489 261 636 580 273 RTOR Reduction (vph) 0500 1 2 9 5 500 1 5 30 4 50
Lane Group Flow (vph) 318 824 0 159 206 121 45 489 108 636 808 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 15.4 35.7 9.5 29.8 64.1 6.2 20.8 20.8 34.3 48.9 Effective Green, g (s) 15.4 38.1 9.5 32.2 68.9 6.2 22.1 22.1 34.3 50.2 Actuated g/C Ratio 0.13 0.32 0.08 0.27 0.57 0.05 0.18 0.18 0.29 0.42 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 440 1108 271 832 827 91 651 287 981 1402 v/s Ratio Prot c0.09 c0.24 0.05 0.07 0.08 0.03 c0.14 c0.19 0.24 v/s Ratio Perm 0.07
v/c Ratio 0.72 0.74 0.59 0.25 0.15 0.49 0.75 0.37 0.65 0.58 Uniform Delay, d1 50.2 36.6 53.4 34.4 11.9 55.4 46.3 42.9 37.6 26.7 Progression Factor 1.02 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.83 0.72 Incremental Delay, d2 4.9 3.9 3.2 0.7 0.1 4.2 4.9 0.8 1.4 1.7 Delay (s) 56.3 27.5 56.6 35.1 12.0 59.6 51.2 43.7 32.4 20.8 L e v e l o f S e r v i c e EC EDBEDDCC
Approach Delay (s/veh) 35.5 34.1 49.2 25.8
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 710 900 30 120 520 1220 50 160 120 1090 150 880 Future Volume (vph) 710 900 30 120 520 1220 50 160 120 1090 150 880 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1560 1770 3539 2787 1770 1743 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1560 1770 3539 2787 1770 1743 4990 1863 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 835 1059 35 141 612 1435 59 188 141 1282 176 1035 RTOR Reduction (vph) 0 0 24 0 0 235 0 2 10000
Lane Group Flow (vph) 835 1059 11 141 612 1200 59 308 0 1282 176 1035 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8
Permitted Phases 6 Free
Actuated Green, G (s) 22.0 40.1 40.1 9.0 27.1 65.5 5.5 27.0 33.1 55.3 128.5 Effective Green, g (s) 22.0 41.4 41.4 9.0 28.4 66.8 5.5 29.0 33.1 56.6 128.5 Actuated g/C Ratio 0.17 0.32 0.32 0.07 0.22 0.52 0.04 0.23 0.26 0.44 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3
Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 854 1140 502 123 782 1448 75 393 1285 820 1583 v/s Ratio Prot c0.17 c0.30 0.08 0.17 c0.43 0.03 c0.18 c0.26 0.09 v/s Ratio Perm 0.01 0.65
v/c Ratio 0.98 0.93 0.02 1.15 0.78 0.83 0.79 0.78 1.00 0.21 0.65 Uniform Delay, d1 53.0 42.1 29.7 59.8 47.1 26.0 60.9 46.8 47.7 22.2 0.0 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 25.0 12.8 0.0 125.8 5.1 4.1 38.0 9.5 24.4 0.1 2.1 Delay (s) 78.0 55.0 29.8 185.6 52.3 30.1 99.0 56.3 72.0 22.3 2.1 Level of Service E D C F D C F E E C A
Approach Delay (s/veh) 64.5 46.3 62.8 39.5
Approach LOS E D E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 49.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95
Actuated Cycle Length (s) 128.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 81.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved No Extension Alternative 4 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 470 1200 860 170 150 300
Future Volume (vph) 470 1200 860 170 150 300
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.92 0.85
Flt Protected 0.95 1.00 1.00 0.98 1.00
Satd. Flow (prot) 3433 3539 3442 3261 1441
Flt Permitted 0.95 1.00 1.00 0.98 1.00
Satd. Flow (perm) 3433 3539 3442 3261 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 505 1290 925 183 161 323
RTOR Reduction (vph) 0 0 12 0 147 146
Lane Group Flow (vph) 505 1290 1096 0 176 15
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 21.4 99.3 69.9 10.5 10.5
Effective Green, g (s) 21.4 100.6 71.2 11.4 11.4
Actuated g/C Ratio 0.18 0.84 0.59 0.10 0.10
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 612 2966 2042 309 136
v/s Ratio Prot c0.15 0.36 c0.32 c0.05
v/s Ratio Perm 0.01
v/c Ratio 0.83 0.43 0.54 0.57 0.11
Uniform Delay, d1 47.5 2.5 14.6 52.0 49.7
Progression Factor 1.06 0.39 0.92 1.00 1.00
Incremental Delay, d2 7.4 0.4 1.0 1.6 0.1
Delay (s) 57.8 1.4 14.4 53.5 49.8
Level of Service E A B D D
Approach Delay (s/veh) 17.2 14.4 52.3
Approach LOS B B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 21.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 640 230 200 870 350 860 1140 240 230 1240 50 Future Volume (vph) 30 640 230 200 870 350 860 1140 240 230 1240 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 703 253 220 956 385 945 1253 264 253 1363 55 RTOR Reduction (vph) 00000 1 5 200 1 2 1040
Lane Group Flow (vph) 33 703 253 220 956 233 945 1253 143 253 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.6 120.0 15.5 39.1 39.1 29.5 48.1 48.1 11.0 29.6 Effective Green, g (s) 3.0 28.0 120.0 15.5 40.5 40.5 29.5 49.5 49.5 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.13 0.34 0.34 0.25 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1186 1560 443 1194 522 843 2097 641 314 1305 v/s Ratio Prot 0.02 c0.14 0.06 c0.27 c0.28 0.25 0.07 c0.28 v/s Ratio Perm 0.16 0.15 0.09
v/c Ratio 0.85 0.59 0.16 0.50 0.80 0.45 1.12 0.60 0.22 0.81 1.08 Uniform Delay, d1 58.3 40.9 0.0 48.6 36.1 31.0 45.3 27.5 22.8 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.46 0.22 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 0.3 4.5 1.3 66.2 0.9 0.6 9.9 47.9 Delay (s) 140.7 42.1 0.2 48.9 40.6 32.3 106.5 13.6 5.6 80.8 107.4 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 34.7 39.7 48.4 103.4
Approach LOS C D D F
Intersection Summary
HCM 2000 Control Delay (s/veh) 58.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 97.1% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 350 250 190 290 550 1000 190 670 150 500 990 260 Future Volume (vph) 350 250 190 290 550 1000 190 670 150 500 990 260 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1520 1770 3539 1558 3433 3425 3600 3539 1490 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1520 1770 3539 1558 3433 3425 3433 3539 1490 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 Adj. Flow (vph) 402 287 218 333 632 1149 218 770 172 575 1138 299 RTOR Reduction (vph) 0 0 1830000 1 5000 1 3 2
Lane Group Flow (vph) 402 287 35 333 632 1149 218 927 0 575 1138 167 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.3 18.0 18.0 28.4 30.1 120.0 11.7 32.0 23.0 43.3 43.3 Effective Green, g (s) 16.3 19.2 19.2 28.4 31.3 120.0 11.7 33.4 23.0 44.7 44.7 Actuated g/C Ratio 0.14 0.16 0.16 0.24 0.26 1.00 0.10 0.28 0.19 0.37 0.37 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 466 566 243 418 923 1558 334 953 690 1318 555 v/s Ratio Prot 0.12 0.08 0.19 0.18 0.06 c0.27 0.16 c0.32 v/s Ratio Perm 0.02 c0.74 0.11
v/c Ratio 0.86 0.51 0.14 0.80 0.68 0.74 0.65 0.97 0.83 0.86 0.30 Uniform Delay, d1 50.8 46.1 43.3 43.1 39.9 0.0 52.2 42.8 46.7 34.8 26.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.83 1.45 Incremental Delay, d2 14.7 0.3 0.1 9.5 2.7 3.2 3.5 23.2 6.8 6.4 1.1 Delay (s) 65.4 46.3 43.4 52.6 42.6 3.2 55.7 66.1 47.1 35.3 39.8 L e v e l o f S e r v i c e EDDDDAEE DDD
Approach Delay (s/veh) 54.1 22.7 64.1 39.3
Approach LOS D C E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 40.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 650 50 250 900 450 10 480 480 120 330 150 Future Volume (vph) 260 650 50 250 900 450 10 480 480 120 330 150 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3494 3433 3298 1441 1770 3539 1551 3400 3354 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3494 3433 3298 1441 1770 3539 1551 3400 3354 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 286 714 55 275 989 495 11 527 527 132 363 165 RTOR Reduction (vph) 0400 1 2 4 300 2 1 70 4 10
Lane Group Flow (vph) 286 765 0 275 1175 254 11 527 310 132 487 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 52.8 12.6 56.4 72.8 1.6 24.9 24.9 10.0 33.3 Effective Green, g (s) 9.0 55.2 12.6 58.8 71.2 1.6 26.2 27.5 10.0 34.6 Actuated g/C Ratio 0.08 0.46 0.11 0.49 0.59 0.01 0.22 0.23 0.08 0.29 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1607 360 1616 854 23 772 355 283 967 v/s Ratio Prot c0.08 0.22 0.08 c0.36 0.18 0.01 0.15 0.04 c0.15 v/s Ratio Perm c0.20
v/c Ratio 1.11 0.48 0.76 0.73 0.30 0.48 0.68 0.87 0.47 0.50 Uniform Delay, d1 55.5 22.4 52.3 24.2 12.1 58.8 43.1 44.6 52.5 35.6 Progression Factor 0.74 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 89.2 1.0 9.3 2.9 0.2 14.8 2.5 20.3 1.2 0.4 Delay (s) 130.3 30.9 61.5 27.1 12.2 73.6 45.6 64.8 53.7 36.0 Level of Service F C E C B E D E D D
Approach Delay (s/veh) 57.8 30.0 55.4 39.5
Approach LOS E C E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 780 470 1350 600 30 280
Future Volume (vph) 780 470 1350 600 30 280
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 867 522 1500 667 33 311
RTOR Reduction (vph) 0 0 0 206 0 5
Lane Group Flow (vph) 867 522 1500 461 33 306
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 2 4
Actuated Green, G (s) 29.8 83.5 49.6 49.6 10.3 40.1
Effective Green, g (s) 29.9 83.6 49.7 49.7 10.4 40.3
Actuated g/C Ratio 0.29 0.82 0.49 0.49 0.10 0.40
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1006 2900 1724 1357 350 687
v/s Ratio Prot c0.25 0.15 c0.42 0.01 c0.13
v/s Ratio Perm 0.17 0.06
v/c Ratio 0.86 0.18 0.87 0.34 0.09 0.44
Uniform Delay, d1 34.1 1.9 23.3 16.1 41.5 22.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 7.7 0.0 5.1 0.2 0.1 0.5
Delay (s) 41.8 2.0 28.4 16.2 41.6 23.1
Level of Service D A C B D C
Approach Delay (s/veh) 26.8 24.6 24.9
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 102.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 890 340 30 200 580 690 70 340 790 470 290 360 Future Volume (vph) 890 340 30 200 580 690 70 340 790 470 290 360 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1322 2714 3539 2787 3433 3125 1583 4990 2285 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1322 2714 3539 2787 3433 3125 1583 4990 2285 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 978 374 33 220 637 758 77 374 868 516 319 396 RTOR Reduction (vph) 0 0 27 0 0 108 0 0 4 2000
Lane Group Flow (vph) 978 374 6 220 637 650 77 374 826 516 319 396 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 23.5 18.1 18.1 34.3 28.9 46.5 4.6 18.5 52.8 12.3 26.9 102.5 Effective Green, g (s) 23.5 19.4 19.4 34.3 30.2 47.8 4.6 20.5 56.8 12.3 28.2 102.5 Actuated g/C Ratio 0.23 0.19 0.19 0.33 0.29 0.47 0.04 0.20 0.55 0.12 0.28 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1144 669 250 908 1042 1299 154 625 877 598 628 1563 v/s Ratio Prot 0.20 0.11 0.08 c0.18 0.23 0.02 0.12 c0.33 c0.10 0.14 v/s Ratio Perm 0.00 0.19 0.25
v/c Ratio 0.85 0.56 0.02 0.24 0.61 0.50 0.50 0.60 0.94 0.86 0.51 0.25 Uniform Delay, d1 37.9 37.7 33.8 24.7 31.1 19.0 47.8 37.3 21.3 44.3 31.3 0.0 Progression Factor 1.00 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 6.2 1.0 0.0 0.1 1.1 0.3 0.9 1.3 17.7 12.2 0.5 0.4 Delay (s) 44.0 38.7 33.9 24.7 32.2 19.3 48.8 38.6 39.0 56.4 31.8 0.4 L e v e l o f S e r v i c e DDCCCBDDDECA
Approach Delay (s/veh) 42.4 25.1 39.5 32.0
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 102.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 180 520 1230 50 70 600
Future Volume (vph) 180 520 1230 50 70 600
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3511 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3511 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 191 553 1309 53 74 638
RTOR Reduction (vph) 0020 2 8 3 2 8 3
Lane Group Flow (vph) 191 553 1360 0 110 36
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 13.5 56.7 35.2 7.6 7.6
Effective Green, g (s) 13.5 58.0 36.5 8.5 8.5
Actuated g/C Ratio 0.18 0.78 0.49 0.11 0.11
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 622 2755 1720 350 164
v/s Ratio Prot c0.06 0.16 c0.39 c0.04
v/s Ratio Perm 0.03
v/c Ratio 0.31 0.20 0.79 0.32 0.22
Uniform Delay, d1 26.4 2.2 15.8 30.3 30.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.0 2.6 0.2 0.3
Delay (s) 26.6 2.2 18.4 30.5 30.2
Level of Service C A B C C
Approach Delay (s/veh) 8.5 18.4 30.4
Approach LOS A B C
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61
Actuated Cycle Length (s) 74.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 67.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension AM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 200 10 380 1000 300 220
Future Volume (vph) 200 10 380 1000 300 220
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.55 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 1026 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 222 11 422 1111 333 244
RTOR Reduction (vph) 08000 1 0 6
Lane Group Flow (vph) 222 3 422 1111 333 138
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 9.3 9.3 22.7 22.7 22.7 22.7
Effective Green, g (s) 9.3 9.3 22.7 22.7 22.7 22.7
Actuated g/C Ratio 0.23 0.23 0.56 0.56 0.56 0.56
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 409 366 579 1998 1998 893
v/s Ratio Prot c0.13 0.31 0.09
v/s Ratio Perm 0.00 c0.41 0.09
v/c Ratio 0.54 0.01 0.73 0.56 0.17 0.15
Uniform Delay, d1 13.6 11.9 6.5 5.6 4.2 4.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.5 0.0 7.9 1.1 0.2 0.4
Delay (s) 15.1 11.9 14.3 6.7 4.4 4.5
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 14.9 8.8 4.5
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 8.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.67
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1140 860 200 640 410 310 1420 250 500 1480 40 Future Volume (vph) 100 1140 860 200 640 410 310 1420 250 500 1480 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1188 896 208 667 427 323 1479 260 521 1542 42 RTOR Reduction (vph) 00000 2 3 400 1 0 3020
Lane Group Flow (vph) 104 1188 896 208 667 193 323 1479 157 521 1582 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.0 34.6 120.0 8.3 34.9 34.9 13.5 39.3 39.3 19.0 44.8 Effective Green, g (s) 8.0 36.0 120.0 8.3 36.3 36.3 13.5 40.7 40.7 19.0 46.2 Actuated g/C Ratio 0.07 0.30 1.00 0.07 0.30 0.30 0.11 0.34 0.34 0.16 0.39 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 118 1525 1560 237 1070 467 386 1724 526 543 1948 v/s Ratio Prot 0.06 c0.23 c0.06 0.19 0.09 c0.29 c0.15 0.31 v/s Ratio Perm 0.57 0.13 0.10
v/c Ratio 0.88 0.78 0.57 0.88 0.62 0.41 0.84 0.86 0.30 0.96 0.81 Uniform Delay, d1 55.5 38.4 0.0 55.3 36.0 33.4 52.2 37.0 29.2 50.1 33.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.13 0.43 0.23 0.62 0.44 Incremental Delay, d2 47.2 3.0 1.5 27.7 1.6 1.2 11.4 4.7 1.2 21.8 2.6 Delay (s) 102.7 41.4 1.5 83.1 37.6 34.6 70.6 20.6 7.8 52.6 17.0 L e v e l o f S e r v i c e FDAFDCECADB
Approach Delay (s/veh) 28.0 43.9 26.8 25.8
Approach LOS CDCC
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 440 720 120 200 370 620 140 770 150 950 960 200 Future Volume (vph) 440 720 120 200 370 620 140 770 150 950 960 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3445 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3445 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 449 735 122 204 378 633 143 786 153 969 980 204 RTOR Reduction (vph) 0 0 940000 1 3000 5 5
Lane Group Flow (vph) 449 735 28 204 378 633 143 926 0 969 980 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 20.0 26.8 26.8 14.2 21.0 120.0 8.3 30.4 30.0 52.1 52.1 Effective Green, g (s) 20.0 28.0 28.0 14.2 22.2 120.0 8.3 31.8 30.0 53.5 53.5 Actuated g/C Ratio 0.17 0.23 0.23 0.12 0.19 1.00 0.07 0.27 0.25 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 572 825 360 209 654 1557 237 912 900 1577 672 v/s Ratio Prot 0.13 c0.21 c0.12 0.11 0.04 c0.27 c0.27 0.28 v/s Ratio Perm 0.02 0.41 0.10
v/c Ratio 0.78 0.89 0.08 0.98 0.58 0.41 0.60 1.02 1.08 0.62 0.22 Uniform Delay, d1 47.9 44.5 35.9 52.7 44.6 0.0 54.3 44.1 45.0 25.5 20.4 Progression Factor 1.00 1.00 1.00 0.92 0.81 1.00 1.00 1.00 0.97 1.13 1.83 Incremental Delay, d2 6.5 11.6 0.0 52.0 1.8 0.7 3.0 33.6 47.3 1.2 0.5 Delay (s) 54.4 56.1 36.0 100.7 37.8 0.7 57.2 77.7 90.8 30.1 37.9 Level of Service D E D F D A E E F C D
Approach Delay (s/veh) 53.6 29.0 75.0 58.2
Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay (s/veh) 54.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.2% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 210 720 50 560 510 260 40 270 410 360 420 170 Future Volume (vph) 210 720 50 560 510 260 40 270 410 360 420 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 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 0.99 1.00 0.99 0.85 1.00 1.00 0.85 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3501 3433 3361 1441 1770 3539 1576 3433 3371 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3501 3433 3361 1441 1770 3539 1576 3433 3371 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 239 818 57 636 580 295 45 307 466 409 477 193 RTOR Reduction (vph) 04003 3 300 5 00 3 60
Lane Group Flow (vph) 239 871 0 636 609 230 45 307 416 409 634 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA pm+ov Prot NA
Protected Phases 1 6 5 2 7 2 3 8 5 7 4
Permitted Phases 8
Actuated Green, G (s) 12.7 35.5 27.1 49.9 73.0 4.8 14.6 41.7 23.1 32.9 Effective Green, g (s) 12.7 37.9 27.1 52.3 77.8 4.8 15.9 44.3 23.1 34.2 Actuated g/C Ratio 0.11 0.32 0.23 0.44 0.65 0.04 0.13 0.37 0.19 0.29 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 4.0 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 363 1105 775 1464 934 70 468 581 660 960 v/s Ratio Prot 0.07 c0.25 c0.19 0.18 0.16 0.03 0.09 c0.17 0.12 c0.19 v/s Ratio Perm 0.09
v/c Ratio 0.66 0.79 0.82 0.42 0.25 0.64 0.66 0.72 0.62 0.66 Uniform Delay, d1 51.6 37.4 44.1 23.3 8.8 56.8 49.5 32.5 44.4 37.8 Progression Factor 1.06 0.79 1.00 1.00 1.00 1.00 1.00 1.00 0.77 0.70 Incremental Delay, d2 3.6 4.9 7.0 0.9 0.1 18.4 3.3 4.2 1.6 3.3 Delay (s) 58.5 34.3 51.1 24.2 9.0 75.2 52.8 36.7 35.7 29.6 L e v e l o f S e r v i c e EC DCAEDDDC
Approach Delay (s/veh) 39.5 32.9 44.8 31.9
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 36.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 620 1000 500 80 520 760
Future Volume (vph) 620 1000 500 80 520 760
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 689 1111 556 89 578 844
RTOR Reduction (vph) 0 0 0 66 0 44
Lane Group Flow (vph) 689 1111 556 23 578 800
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 21.2 43.9 18.6 18.6 18.8 40.0
Effective Green, g (s) 21.2 43.9 18.6 18.6 18.8 40.0
Actuated g/C Ratio 0.30 0.62 0.26 0.26 0.27 0.56
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1026 2191 928 731 910 984
v/s Ratio Prot 0.20 0.31 c0.16 0.17 c0.24
v/s Ratio Perm 0.01 0.26
v/c Ratio 0.67 0.51 0.60 0.03 0.64 0.81
Uniform Delay, d1 21.8 7.5 22.9 19.5 23.0 12.4
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.7 0.2 1.0 0.0 1.5 5.2
Delay (s) 23.5 7.7 23.9 19.5 24.5 17.7
Level of Service C A C B C B
Approach Delay (s/veh) 13.8 23.3 20.4
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 17.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 70.9 Sum of lost time (s) 12.3 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 640 730 90 760 230 1360 70 440 370 1210 270 890 Future Volume (vph) 640 730 90 760 230 1360 70 440 370 1210 270 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1558 3433 3539 2787 3433 5085 1583 4990 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1558 3433 3539 2787 3433 5085 1583 4990 3539 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 696 793 98 826 250 1478 76 478 402 1315 293 967 RTOR Reduction (vph) 0 0 77 0 0 37 0 0 86000
Lane Group Flow (vph) 696 793 21 826 250 1441 76 478 316 1315 293 967 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 21.0 24.7 24.7 26.0 29.7 73.9 4.7 9.9 35.9 38.9 44.8 118.8 Effective Green, g (s) 21.0 26.0 26.0 26.0 31.0 75.2 4.7 11.9 39.9 38.9 46.1 118.8 Actuated g/C Ratio 0.18 0.22 0.22 0.22 0.26 0.63 0.04 0.10 0.34 0.33 0.39 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 882 774 340 751 923 1764 135 509 531 1633 1373 1583 v/s Ratio Prot 0.14 c0.22 c0.24 0.07 c0.52 0.02 c0.09 0.14 0.26 0.08 v/s Ratio Perm 0.01 0.06 0.61
v/c Ratio 0.79 1.02 0.06 1.10 0.27 0.82 0.56 0.94 0.59 0.81 0.21 0.61 Uniform Delay, d1 46.8 46.4 36.8 46.4 34.9 16.6 56.0 53.1 32.7 36.5 24.3 0.0 Progression Factor 1.00 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 4.4 38.7 0.1 63.6 0.2 3.1 3.2 25.2 1.2 2.9 0.1 1.8 Delay (s) 51.2 85.1 36.8 110.0 35.1 19.6 59.2 78.3 33.9 39.4 24.3 1.8 Level of Service D F D F D B E E C D C A
Approach Delay (s/veh) 67.3 50.4 58.1 23.6
Approach LOS E D E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 45.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 118.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 670 970 710 40 30 160
Future Volume (vph) 670 970 710 40 30 160
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.89 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3508 3176 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3508 3176 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 720 1043 763 43 32 172
RTOR Reduction (vph) 0040 8 1 8 1
Lane Group Flow (vph) 720 1043 802 0 37 5
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 30.6 103.3 64.7 6.5 6.5
Effective Green, g (s) 30.6 104.6 66.0 7.4 7.4
Actuated g/C Ratio 0.26 0.87 0.55 0.06 0.06
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 875 3084 1929 195 88
v/s Ratio Prot c0.21 0.29 c0.23 c0.01
v/s Ratio Perm 0.00
v/c Ratio 0.82 0.34 0.42 0.19 0.06
Uniform Delay, d1 42.1 1.4 15.8 53.5 53.0
Progression Factor 1.18 0.56 0.59 1.00 1.00
Incremental Delay, d2 5.2 0.2 0.6 0.2 0.1
Delay (s) 55.0 1.0 10.0 53.6 53.1
Level of Service D A B D D
Approach Delay (s/veh) 23.1 10.0 53.4
Approach LOS C B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 21.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 250 260 60 640 1020 100
Future Volume (vph) 250 260 60 640 1020 100
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.20 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 369 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 278 289 67 711 1133 111
RTOR Reduction (vph) 0 1 6000 5 5
Lane Group Flow (vph) 278 273 67 711 1133 56
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 11.8 11.8 20.2 20.2 20.2 20.2
Effective Green, g (s) 11.8 11.8 20.2 20.2 20.2 20.2
Actuated g/C Ratio 0.29 0.29 0.50 0.50 0.50 0.50
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 519 464 185 1778 1778 795
v/s Ratio Prot 0.16 0.20 c0.32
v/s Ratio Perm c0.17 0.18 0.04
v/c Ratio 0.54 0.59 0.36 0.40 0.64 0.07
Uniform Delay, d1 11.9 12.1 6.1 6.2 7.3 5.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.1 1.9 5.4 0.7 1.8 0.2
Delay (s) 13.0 14.0 11.5 6.9 9.1 5.3
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 13.5 7.3 8.7
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 9.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.62
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 230 200 870 350 880 1140 240 230 1230 50 Future Volume (vph) 30 630 230 200 870 350 880 1140 240 230 1230 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 253 220 956 385 967 1253 264 253 1352 55 RTOR Reduction (vph) 00000 1 5 200 1 2 2040
Lane Group Flow (vph) 33 692 253 220 956 233 967 1253 142 253 1403 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 15.9 39.1 39.1 29.5 48.1 48.1 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 15.9 40.5 40.5 29.5 49.5 49.5 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.13 0.34 0.34 0.25 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 454 1194 522 843 2097 641 314 1304 v/s Ratio Prot 0.02 c0.14 0.06 c0.27 c0.28 0.25 0.07 c0.28 v/s Ratio Perm 0.16 0.15 0.09
v/c Ratio 0.85 0.59 0.16 0.48 0.80 0.45 1.15 0.60 0.22 0.81 1.08 Uniform Delay, d1 58.3 41.2 0.0 48.3 36.1 31.0 45.3 27.5 22.8 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.47 0.23 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 0.3 4.5 1.3 76.6 0.9 0.6 9.9 45.0 Delay (s) 140.7 42.4 0.2 48.5 40.6 32.3 118.0 13.7 5.8 80.8 104.6 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 34.8 39.7 53.5 101.0
Approach LOS C D D F
Intersection Summary
HCM 2000 Control Delay (s/veh) 59.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 97.7% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 340 270 190 320 570 1000 190 660 180 510 980 250 Future Volume (vph) 340 270 190 320 570 1000 190 660 180 510 980 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3405 3600 3539 1489 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3405 3433 3539 1489 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 Adj. Flow (vph) 391 310 218 368 655 1149 218 759 207 586 1126 287 RTOR Reduction (vph) 0 0 1820000 2 0000 1 3 2
Lane Group Flow (vph) 391 310 36 368 655 1149 218 946 0 586 1126 155 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.1 18.4 18.4 30.8 33.1 120.0 11.7 29.2 23.0 40.5 40.5 Effective Green, g (s) 16.1 19.6 19.6 30.8 34.3 120.0 11.7 30.6 23.0 41.9 41.9 Actuated g/C Ratio 0.13 0.16 0.16 0.26 0.29 1.00 0.10 0.26 0.19 0.35 0.35 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 460 578 248 454 1011 1558 334 868 690 1235 519 v/s Ratio Prot 0.11 0.09 0.21 0.19 0.06 c0.28 0.16 c0.32 v/s Ratio Perm 0.02 c0.74 0.10
v/c Ratio 0.85 0.54 0.14 0.81 0.65 0.74 0.65 1.09 0.85 0.91 0.30 Uniform Delay, d1 50.8 46.0 43.0 41.9 37.6 0.0 52.2 44.7 46.8 37.3 28.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.81 1.46 Incremental Delay, d2 13.5 0.5 0.1 10.0 2.0 3.2 3.5 57.9 7.7 9.9 1.2 Delay (s) 64.3 46.5 43.1 51.9 39.5 3.2 55.7 102.6 48.1 40.2 42.7 L e v e l o f S e r v i c e EDDDDAEF DDD
Approach Delay (s/veh) 53.3 22.4 94.0 42.9
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 46.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 81.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 650 50 250 910 450 10 470 470 120 350 160 Future Volume (vph) 260 650 50 250 910 450 10 470 470 120 350 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 0.98 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3494 3433 3299 1441 1770 3539 1551 3400 3353 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3494 3433 3299 1441 1770 3539 1551 3400 3353 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 286 714 55 275 1000 495 11 516 516 132 385 176 RTOR Reduction (vph) 0400 1 2 4 300 2 1 80 4 10
Lane Group Flow (vph) 286 765 0 275 1186 254 11 516 298 132 520 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 52.9 12.6 56.5 72.9 1.6 24.8 24.8 10.0 33.2 Effective Green, g (s) 9.0 55.3 12.6 58.9 71.3 1.6 26.1 27.4 10.0 34.5 Actuated g/C Ratio 0.08 0.46 0.11 0.49 0.59 0.01 0.22 0.23 0.08 0.29 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1610 360 1619 856 23 769 354 283 963 v/s Ratio Prot c0.08 0.22 0.08 c0.36 0.18 0.01 0.15 0.04 c0.15 v/s Ratio Perm c0.19
v/c Ratio 1.11 0.47 0.76 0.73 0.30 0.48 0.67 0.84 0.47 0.54 Uniform Delay, d1 55.5 22.3 52.3 24.3 12.0 58.8 43.0 44.2 52.5 36.1 Progression Factor 0.74 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 89.2 1.0 9.3 3.0 0.2 14.8 2.3 16.5 1.2 0.6 Delay (s) 130.2 30.8 61.5 27.3 12.2 73.6 45.3 60.7 53.7 36.6 Level of Service F C E C B E D E D D
Approach Delay (s/veh) 57.7 30.1 53.2 39.9
Approach LOS E C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 780 470 1370 570 40 280
Future Volume (vph) 780 470 1370 570 40 280
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 867 522 1522 633 44 311
RTOR Reduction (vph) 0 0 0 192 0 5
Lane Group Flow (vph) 867 522 1522 441 44 306
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 2 4
Actuated Green, G (s) 29.5 84.9 51.3 51.3 12.1 41.6
Effective Green, g (s) 29.6 85.0 51.4 51.4 12.2 41.8
Actuated g/C Ratio 0.28 0.81 0.49 0.49 0.12 0.40
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 965 2859 1729 1361 398 689
v/s Ratio Prot c0.25 0.15 c0.43 0.01 c0.12
v/s Ratio Perm 0.16 0.07
v/c Ratio 0.90 0.18 0.88 0.32 0.11 0.44
Uniform Delay, d1 36.4 2.3 24.1 16.3 41.6 23.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 11.0 0.0 5.6 0.1 0.1 0.5
Delay (s) 47.3 2.3 29.7 16.5 41.8 23.6
Level of Service D A C B D C
Approach Delay (s/veh) 30.4 25.8 25.9
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 27.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.84
Actuated Cycle Length (s) 105.2 Sum of lost time (s) 12.0 Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 890 340 30 210 580 680 70 360 820 460 280 360 Future Volume (vph) 890 340 30 210 580 680 70 360 820 460 280 360 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 2714 3539 2787 3433 3125 1583 4990 2285 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 2714 3539 2787 3433 3125 1583 4990 2285 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 978 374 33 231 637 747 77 396 901 505 308 396 RTOR Reduction (vph) 0 0 27 0 0 48 0 0 46000
Lane Group Flow (vph) 978 374 6 231 637 699 77 396 855 505 308 396 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 28.3 20.8 20.8 43.8 36.3 57.9 5.2 21.8 65.6 16.3 33.6 122.0 Effective Green, g (s) 28.3 22.1 22.1 43.8 37.6 59.2 5.2 23.8 69.6 16.3 34.9 122.0 Actuated g/C Ratio 0.23 0.18 0.18 0.36 0.31 0.49 0.04 0.20 0.57 0.13 0.29 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1157 641 239 974 1090 1352 146 609 903 666 653 1563 v/s Ratio Prot 0.20 0.11 0.09 c0.18 0.25 0.02 0.13 c0.36 c0.10 0.13 v/s Ratio Perm 0.00 0.18 0.25
v/c Ratio 0.85 0.58 0.03 0.24 0.58 0.52 0.53 0.65 0.95 0.76 0.47 0.25 Uniform Delay, d1 44.8 45.7 41.1 27.4 35.6 21.6 57.2 45.3 24.5 51.0 35.9 0.0 Progression Factor 1.00 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 5.6 1.4 0.0 0.0 0.8 0.3 1.6 2.2 18.1 4.7 0.4 0.4 Delay (s) 50.4 47.1 41.1 27.4 36.4 21.9 58.8 47.5 42.5 55.7 36.3 0.4 L e v e l o f S e r v i c e DDDCDCEDDEDA
Approach Delay (s/veh) 49.3 28.4 44.9 32.6
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 122.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 82.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 250 510 1220 60 100 710
Future Volume (vph) 250 510 1220 60 100 710
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3506 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3506 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 266 543 1298 64 106 755
RTOR Reduction (vph) 0030 3 3 0 3 2 9
Lane Group Flow (vph) 266 543 1359 0 154 48
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 15.2 58.4 35.2 8.9 8.9
Effective Green, g (s) 15.2 59.7 36.5 9.8 9.8
Actuated g/C Ratio 0.20 0.77 0.47 0.13 0.13
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 673 2726 1651 388 182
v/s Ratio Prot c0.08 0.15 c0.39 c0.05
v/s Ratio Perm 0.03
v/c Ratio 0.40 0.20 0.82 0.40 0.26
Uniform Delay, d1 27.1 2.4 17.7 31.1 30.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 3.5 0.2 0.3
Delay (s) 27.4 2.5 21.2 31.4 30.9
Level of Service C A C C C
Approach Delay (s/veh) 10.7 21.2 31.2
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 77.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 AM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 240 20 340 1010 300 230
Future Volume (vph) 240 20 340 1010 300 230
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.55 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 1026 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 267 22 378 1122 333 256
RTOR Reduction (vph) 0 1 7000 1 1 5
Lane Group Flow (vph) 267 5 378 1122 333 141
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 9.9 9.9 22.1 22.1 22.1 22.1
Effective Green, g (s) 9.9 9.9 22.1 22.1 22.1 22.1
Actuated g/C Ratio 0.25 0.25 0.55 0.55 0.55 0.55
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 435 389 564 1945 1945 870
v/s Ratio Prot c0.15 0.32 0.09
v/s Ratio Perm 0.00 c0.37 0.09
v/c Ratio 0.61 0.01 0.67 0.58 0.17 0.16
Uniform Delay, d1 13.5 11.5 6.5 6.0 4.5 4.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 0.0 6.2 1.3 0.2 0.4
Delay (s) 16.0 11.5 12.7 7.2 4.7 4.9
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 15.7 8.6 4.8
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 8.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1140 890 190 630 400 330 1420 250 500 1480 40 Future Volume (vph) 100 1140 890 190 630 400 330 1420 250 500 1480 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5061 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1188 927 198 656 417 344 1479 260 521 1542 42 RTOR Reduction (vph) 00000 2 3 400 1 0 3020
Lane Group Flow (vph) 104 1188 927 198 656 183 344 1479 157 521 1582 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.0 34.6 120.0 8.1 34.7 34.7 13.7 39.5 39.5 19.0 44.8 Effective Green, g (s) 8.0 36.0 120.0 8.1 36.1 36.1 13.7 40.9 40.9 19.0 46.2 Actuated g/C Ratio 0.07 0.30 1.00 0.07 0.30 0.30 0.11 0.34 0.34 0.16 0.39 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 118 1525 1560 231 1064 464 391 1733 528 543 1948 v/s Ratio Prot 0.06 c0.23 0.06 0.19 0.10 c0.29 c0.15 0.31 v/s Ratio Perm c0.59 0.12 0.10
v/c Ratio 0.88 0.78 0.59 0.86 0.62 0.39 0.88 0.85 0.30 0.96 0.81 Uniform Delay, d1 55.5 38.4 0.0 55.4 36.0 33.3 52.3 36.8 29.0 50.1 33.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.13 0.43 0.23 0.62 0.44 Incremental Delay, d2 47.2 3.0 1.7 24.7 1.5 1.2 15.9 4.5 1.1 21.8 2.6 Delay (s) 102.7 41.4 1.7 80.0 37.6 34.4 75.0 20.3 7.7 52.6 17.0 L e v e l o f S e r v i c e FDAFDCECADB
Approach Delay (s/veh) 27.7 43.1 27.8 25.8
Approach LOS CDCC
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 440 730 120 210 380 650 140 760 160 980 950 200 Future Volume (vph) 440 730 120 210 380 650 140 760 160 980 950 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3438 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3438 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 449 745 122 214 388 663 143 776 163 1000 969 204 RTOR Reduction (vph) 0 0 940000 1 5000 5 5
Lane Group Flow (vph) 449 745 28 214 388 663 143 924 0 1000 969 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 19.8 26.4 26.4 14.6 21.2 120.0 8.3 29.4 31.0 52.1 52.1 Effective Green, g (s) 19.8 27.6 27.6 14.6 22.4 120.0 8.3 30.8 31.0 53.5 53.5 Actuated g/C Ratio 0.17 0.23 0.23 0.12 0.19 1.00 0.07 0.26 0.26 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 566 813 354 215 660 1557 237 882 930 1577 672 v/s Ratio Prot 0.13 c0.21 c0.12 0.11 0.04 c0.27 c0.28 0.27 v/s Ratio Perm 0.02 0.43 0.10
v/c Ratio 0.79 0.92 0.08 1.00 0.59 0.43 0.60 1.05 1.08 0.61 0.22 Uniform Delay, d1 48.1 45.1 36.2 52.7 44.6 0.0 54.3 44.6 44.5 25.4 20.4 Progression Factor 1.00 1.00 1.00 0.90 0.82 1.00 1.00 1.00 0.97 1.14 1.83 Incremental Delay, d2 7.0 14.6 0.0 57.2 1.9 0.8 3.0 43.6 46.5 1.1 0.5 Delay (s) 55.2 59.7 36.3 104.7 38.7 0.8 57.2 88.2 89.5 30.0 37.9 Level of Service E E D F D A E F F C D
Approach Delay (s/veh) 56.0 30.0 84.1 58.1
Approach LOS E C F E
Intersection Summary
HCM 2000 Control Delay (s/veh) 56.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.01
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 99.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 230 720 50 560 500 250 40 280 410 350 400 180 Future Volume (vph) 230 720 50 560 500 250 40 280 410 350 400 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 0.99 1.00 0.99 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3501 3433 3364 1441 1770 3539 1562 3433 3358 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3501 3433 3364 1441 1770 3539 1562 3433 3358 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 261 818 57 636 568 284 45 318 466 398 455 205 RTOR Reduction (vph) 04003 4 900 3 0 30 4 30
Lane Group Flow (vph) 261 871 0 636 593 207 45 318 163 398 617 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 13.5 32.7 25.0 44.2 68.9 6.2 17.9 17.9 24.7 36.4 Effective Green, g (s) 13.5 35.1 25.0 46.6 73.7 6.2 19.2 19.2 24.7 37.7 Actuated g/C Ratio 0.11 0.29 0.21 0.39 0.61 0.05 0.16 0.16 0.21 0.31 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 386 1024 715 1306 885 91 566 249 706 1054 v/s Ratio Prot 0.08 c0.25 c0.19 0.18 0.14 0.03 0.09 0.12 c0.18 v/s Ratio Perm c0.10
v/c Ratio 0.68 0.85 0.89 0.45 0.23 0.49 0.56 0.65 0.56 0.59 Uniform Delay, d1 51.2 40.0 46.2 27.3 10.4 55.4 46.5 47.3 42.8 34.6 Progression Factor 1.05 0.73 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.69 Incremental Delay, d2 4.0 7.6 13.0 1.1 0.1 4.2 1.3 6.0 1.0 2.2 Delay (s) 57.7 36.8 59.1 28.4 10.6 59.6 47.8 53.3 34.3 26.0 L e v e l o f S e r v i c e ED ECBEDDCC
Approach Delay (s/veh) 41.6 38.5 51.5 29.1
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 39.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 620 1000 500 100 520 760
Future Volume (vph) 620 1000 500 100 520 760
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 689 1111 556 111 578 844
RTOR Reduction (vph) 0 0 0 82 0 44
Lane Group Flow (vph) 689 1111 556 29 578 800
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 21.2 43.9 18.6 18.6 18.8 40.0
Effective Green, g (s) 21.2 43.9 18.6 18.6 18.8 40.0
Actuated g/C Ratio 0.30 0.62 0.26 0.26 0.27 0.56
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1026 2191 928 731 910 984
v/s Ratio Prot 0.20 0.31 c0.16 0.17 c0.24
v/s Ratio Perm 0.01 0.26
v/c Ratio 0.67 0.51 0.60 0.04 0.64 0.81
Uniform Delay, d1 21.8 7.5 22.9 19.5 23.0 12.4
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.7 0.2 1.0 0.0 1.5 5.2
Delay (s) 23.5 7.7 23.9 19.5 24.5 17.7
Level of Service C A C B C B
Approach Delay (s/veh) 13.8 23.2 20.4
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 17.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 70.9 Sum of lost time (s) 12.3 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 630 720 100 790 220 1350 80 440 500 1210 290 890 Future Volume (vph) 630 720 100 790 220 1350 80 440 500 1210 290 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1558 3433 3539 2787 3433 5085 1583 4990 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1558 3433 3539 2787 3433 5085 1583 4990 3539 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 685 783 109 859 239 1467 87 478 543 1315 315 967 RTOR Reduction (vph) 0 0 85 0 0 36 0 0 86000
Lane Group Flow (vph) 685 783 24 859 239 1431 87 478 457 1315 315 967 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 20.7 24.7 24.7 26.0 30.0 74.2 4.7 9.9 35.9 38.9 44.8 118.8 Effective Green, g (s) 20.7 26.0 26.0 26.0 31.3 75.5 4.7 11.9 39.9 38.9 46.1 118.8 Actuated g/C Ratio 0.17 0.22 0.22 0.22 0.26 0.64 0.04 0.10 0.34 0.33 0.39 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 869 774 340 751 932 1771 135 509 531 1633 1373 1583 v/s Ratio Prot 0.14 c0.22 c0.25 0.07 c0.51 0.03 c0.09 c0.20 0.26 0.09 v/s Ratio Perm 0.02 0.09 0.61
v/c Ratio 0.79 1.01 0.07 1.14 0.26 0.81 0.64 0.94 0.86 0.81 0.23 0.61 Uniform Delay, d1 47.0 46.4 36.8 46.4 34.6 16.2 56.2 53.1 36.8 36.5 24.4 0.0 Progression Factor 1.00 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 4.4 35.3 0.1 80.1 0.1 2.8 7.7 25.2 12.9 2.9 0.1 1.8 Delay (s) 51.4 81.7 36.9 126.5 34.7 19.0 63.9 78.3 49.8 39.4 24.5 1.8 Level of Service D F D F C B E E D D C A
Approach Delay (s/veh) 65.4 56.5 63.2 23.6
Approach LOS E E E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 48.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 118.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 87.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 790 930 710 70 50 230
Future Volume (vph) 790 930 710 70 50 230
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.90 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3487 3188 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3487 3188 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 849 1000 763 75 54 247
RTOR Reduction (vph) 0060 1 1 6 1 1 5
Lane Group Flow (vph) 849 1000 832 0 62 8
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 30.0 102.7 64.7 7.1 7.1
Effective Green, g (s) 30.0 104.0 66.0 8.0 8.0
Actuated g/C Ratio 0.25 0.87 0.55 0.07 0.07
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 858 3067 1917 212 96
v/s Ratio Prot c0.25 0.28 c0.24 c0.02
v/s Ratio Perm 0.01
v/c Ratio 0.99 0.33 0.43 0.29 0.09
Uniform Delay, d1 44.8 1.5 16.0 53.3 52.6
Progression Factor 1.18 0.56 0.63 1.00 1.00
Incremental Delay, d2 25.5 0.2 0.7 0.3 0.1
Delay (s) 78.2 1.1 10.8 53.6 52.7
Level of Service E A B D D
Approach Delay (s/veh) 36.5 10.8 53.2
Approach LOS D B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 31.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 1 PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 300 260 80 640 1020 160
Future Volume (vph) 300 260 80 640 1020 160
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.20 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 378 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 333 289 89 711 1133 178
RTOR Reduction (vph) 0 1 6000 9 1
Lane Group Flow (vph) 333 273 89 711 1133 87
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 12.3 12.3 19.7 19.7 19.7 19.7
Effective Green, g (s) 12.3 12.3 19.7 19.7 19.7 19.7
Actuated g/C Ratio 0.31 0.31 0.49 0.49 0.49 0.49
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 541 484 185 1734 1734 775
v/s Ratio Prot c0.19 0.20 c0.32
v/s Ratio Perm 0.17 0.24 0.06
v/c Ratio 0.62 0.56 0.48 0.41 0.65 0.11
Uniform Delay, d1 11.9 11.7 6.8 6.5 7.7 5.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.1 1.5 8.7 0.7 1.9 0.3
Delay (s) 14.0 13.2 15.5 7.3 9.6 5.8
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 13.6 8.2 9.1
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 9.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 240 200 870 350 890 1150 240 230 1240 50 Future Volume (vph) 30 630 240 200 870 350 890 1150 240 230 1240 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 264 220 956 385 978 1264 264 253 1363 55 RTOR Reduction (vph) 00000 1 5 200 1 2 2040
Lane Group Flow (vph) 33 692 264 220 956 233 978 1264 142 253 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 15.9 39.1 39.1 29.5 48.1 48.1 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 15.9 40.5 40.5 29.5 49.5 49.5 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.13 0.34 0.34 0.25 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 454 1194 522 843 2097 641 314 1305 v/s Ratio Prot 0.02 c0.14 0.06 c0.27 c0.28 0.25 0.07 c0.28 v/s Ratio Perm 0.17 0.15 0.09
v/c Ratio 0.85 0.59 0.17 0.48 0.80 0.45 1.16 0.60 0.22 0.81 1.08 Uniform Delay, d1 58.3 41.2 0.0 48.3 36.1 31.0 45.3 27.6 22.8 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.47 0.23 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 0.3 4.5 1.3 81.9 0.9 0.6 9.9 47.9 Delay (s) 140.7 42.4 0.2 48.5 40.6 32.3 123.3 13.8 5.7 80.8 107.4 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 34.4 39.7 55.7 103.4
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 60.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.0% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 340 270 190 320 560 1010 190 650 180 520 970 250 Future Volume (vph) 340 270 190 320 560 1010 190 650 180 520 970 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3403 3600 3539 1489 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3403 3433 3539 1489 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 Adj. Flow (vph) 391 310 218 368 644 1161 218 747 207 598 1115 287 RTOR Reduction (vph) 0 0 1820000 2 0000 1 3 3
Lane Group Flow (vph) 391 310 36 368 644 1161 218 934 0 598 1115 154 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.1 18.4 18.4 30.8 33.1 120.0 11.7 29.2 23.0 40.5 40.5 Effective Green, g (s) 16.1 19.6 19.6 30.8 34.3 120.0 11.7 30.6 23.0 41.9 41.9 Actuated g/C Ratio 0.13 0.16 0.16 0.26 0.29 1.00 0.10 0.26 0.19 0.35 0.35 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 460 578 248 454 1011 1558 334 867 690 1235 519 v/s Ratio Prot 0.11 0.09 0.21 0.18 0.06 c0.27 0.17 c0.32 v/s Ratio Perm 0.02 c0.74 0.10
v/c Ratio 0.85 0.54 0.14 0.81 0.64 0.75 0.65 1.08 0.87 0.90 0.30 Uniform Delay, d1 50.8 46.0 43.0 41.9 37.4 0.0 52.2 44.7 47.0 37.1 28.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.82 1.48 Incremental Delay, d2 13.5 0.5 0.1 10.0 1.8 3.3 3.5 53.5 9.0 9.2 1.2 Delay (s) 64.3 46.5 43.1 51.9 39.3 3.3 55.7 98.2 49.4 39.4 43.1 L e v e l o f S e r v i c e EDDDDAEF DDD
Approach Delay (s/veh) 53.3 22.2 90.3 42.9
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 46.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 81.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 650 50 260 930 440 10 470 470 120 350 160 Future Volume (vph) 260 650 50 260 930 440 10 470 470 120 350 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 0.98 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3494 3433 3302 1441 1770 3539 1551 3400 3353 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3494 3433 3302 1441 1770 3539 1551 3400 3353 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 286 714 55 286 1022 484 11 516 516 132 385 176 RTOR Reduction (vph) 0400 1 1 4 300 2 1 80 4 10
Lane Group Flow (vph) 286 765 0 286 1205 247 11 516 298 132 520 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 52.8 12.7 56.5 72.9 1.6 24.8 24.8 10.0 33.2 Effective Green, g (s) 9.0 55.2 12.7 58.9 71.3 1.6 26.1 27.4 10.0 34.5 Actuated g/C Ratio 0.08 0.46 0.11 0.49 0.59 0.01 0.22 0.23 0.08 0.29 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1607 363 1620 856 23 769 354 283 963 v/s Ratio Prot c0.08 0.22 0.08 c0.36 0.17 0.01 0.15 0.04 c0.15 v/s Ratio Perm c0.19
v/c Ratio 1.11 0.48 0.79 0.74 0.29 0.48 0.67 0.84 0.47 0.54 Uniform Delay, d1 55.5 22.4 52.3 24.5 11.9 58.8 43.0 44.2 52.5 36.1 Progression Factor 0.74 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 89.2 1.0 10.8 3.1 0.2 14.8 2.3 16.5 1.2 0.6 Delay (s) 130.2 30.9 63.1 27.6 12.1 73.6 45.3 60.7 53.7 36.6 Level of Service F C E C B E D E D D
Approach Delay (s/veh) 57.8 30.8 53.2 39.9
Approach LOS E C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 780 470 1370 560 50 300
Future Volume (vph) 780 470 1370 560 50 300
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 867 522 1522 622 56 333
RTOR Reduction (vph) 0 0 0 189 0 5
Lane Group Flow (vph) 867 522 1522 433 56 328
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 2 4
Actuated Green, G (s) 29.5 84.9 51.3 51.3 12.2 41.7
Effective Green, g (s) 29.6 85.0 51.4 51.4 12.3 41.9
Actuated g/C Ratio 0.28 0.81 0.49 0.49 0.12 0.40
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 965 2856 1727 1360 401 690
v/s Ratio Prot c0.25 0.15 c0.43 0.02 c0.13
v/s Ratio Perm 0.16 0.07
v/c Ratio 0.90 0.18 0.88 0.32 0.14 0.47
Uniform Delay, d1 36.4 2.3 24.2 16.3 41.7 23.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 11.0 0.0 5.7 0.1 0.2 0.5
Delay (s) 47.4 2.3 29.9 16.5 41.9 24.0
Level of Service D A C B D C
Approach Delay (s/veh) 30.4 26.0 26.6
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 27.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.84
Actuated Cycle Length (s) 105.3 Sum of lost time (s) 12.0 Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 890 330 30 210 580 680 70 390 830 450 290 360 Future Volume (vph) 890 330 30 210 580 680 70 390 830 450 290 360 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 2714 3539 2787 3433 3125 1583 4990 2285 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 2714 3539 2787 3433 3125 1583 4990 2285 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 978 363 33 231 637 747 77 429 912 495 319 396 RTOR Reduction (vph) 0 0 27 0 0 41 0 0 49000
Lane Group Flow (vph) 978 363 6 231 637 706 77 429 863 495 319 396 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 28.7 21.1 21.1 43.4 35.8 57.3 5.2 23.4 66.8 16.2 35.1 123.4 Effective Green, g (s) 28.7 22.4 22.4 43.4 37.1 58.6 5.2 25.4 70.8 16.2 36.4 123.4 Actuated g/C Ratio 0.23 0.18 0.18 0.35 0.30 0.47 0.04 0.21 0.57 0.13 0.29 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1160 642 239 954 1063 1323 144 643 908 655 674 1563 v/s Ratio Prot 0.20 0.10 0.09 c0.18 0.25 0.02 0.14 c0.35 c0.10 0.14 v/s Ratio Perm 0.00 0.20 0.25
v/c Ratio 0.84 0.57 0.03 0.24 0.60 0.53 0.53 0.67 0.95 0.76 0.47 0.25 Uniform Delay, d1 45.2 46.1 41.5 28.3 36.8 22.8 57.9 45.1 24.7 51.7 35.6 0.0 Progression Factor 1.00 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 5.5 1.1 0.0 0.0 0.9 0.4 1.9 2.4 18.9 4.7 0.4 0.4 Delay (s) 50.7 47.2 41.6 28.4 37.7 23.2 59.8 47.5 43.5 56.4 36.0 0.4 L e v e l o f S e r v i c e DDDCDCEDDEDA
Approach Delay (s/veh) 49.6 29.7 45.6 32.7
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 39.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 123.4 Sum of lost time (s) 16.0 Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 260 520 1200 60 100 750
Future Volume (vph) 260 520 1200 60 100 750
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3505 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3505 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 277 553 1277 64 106 798
RTOR Reduction (vph) 0030 3 4 7 3 4 7
Lane Group Flow (vph) 277 553 1338 0 158 52
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 15.4 58.7 35.3 9.2 9.2
Effective Green, g (s) 15.4 60.0 36.6 10.1 10.1
Actuated g/C Ratio 0.20 0.77 0.47 0.13 0.13
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 676 2718 1642 397 186
v/s Ratio Prot c0.08 0.16 c0.38 c0.05
v/s Ratio Perm 0.04
v/c Ratio 0.41 0.20 0.82 0.40 0.28
Uniform Delay, d1 27.4 2.5 17.8 31.2 30.7
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 3.2 0.2 0.3
Delay (s) 27.7 2.5 21.1 31.4 31.0
Level of Service C A C C C
Approach Delay (s/veh) 10.9 21.1 31.2
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 21.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 78.1 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 AM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 240 20 340 1000 320 230
Future Volume (vph) 240 20 340 1000 320 230
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.54 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 1004 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 267 22 378 1111 356 256
RTOR Reduction (vph) 0 1 7000 1 1 5
Lane Group Flow (vph) 267 5 378 1111 356 141
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 9.9 9.9 22.1 22.1 22.1 22.1
Effective Green, g (s) 9.9 9.9 22.1 22.1 22.1 22.1
Actuated g/C Ratio 0.25 0.25 0.55 0.55 0.55 0.55
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 435 389 551 1945 1945 870
v/s Ratio Prot c0.15 0.31 0.10
v/s Ratio Perm 0.00 c0.38 0.09
v/c Ratio 0.61 0.01 0.69 0.57 0.18 0.16
Uniform Delay, d1 13.5 11.5 6.5 5.9 4.5 4.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 0.0 6.8 1.2 0.2 0.4
Delay (s) 16.0 11.5 13.4 7.2 4.7 4.9
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 15.7 8.7 4.8
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 8.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1140 900 190 630 400 330 1420 250 500 1490 40 Future Volume (vph) 100 1140 900 190 630 400 330 1420 250 500 1490 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1188 938 198 656 417 344 1479 260 521 1552 42 RTOR Reduction (vph) 00000 2 3 400 1 0 3020
Lane Group Flow (vph) 104 1188 938 198 656 183 344 1479 157 521 1592 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.0 34.6 120.0 8.1 34.7 34.7 13.7 39.5 39.5 19.0 44.8 Effective Green, g (s) 8.0 36.0 120.0 8.1 36.1 36.1 13.7 40.9 40.9 19.0 46.2 Actuated g/C Ratio 0.07 0.30 1.00 0.07 0.30 0.30 0.11 0.34 0.34 0.16 0.39 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 118 1525 1560 231 1064 464 391 1733 528 543 1948 v/s Ratio Prot 0.06 c0.23 0.06 0.19 0.10 c0.29 c0.15 0.31 v/s Ratio Perm c0.60 0.12 0.10
v/c Ratio 0.88 0.78 0.60 0.86 0.62 0.39 0.88 0.85 0.30 0.96 0.82 Uniform Delay, d1 55.5 38.4 0.0 55.4 36.0 33.3 52.3 36.8 29.0 50.1 33.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.13 0.43 0.23 0.62 0.44 Incremental Delay, d2 47.2 3.0 1.7 24.7 1.5 1.2 15.9 4.5 1.1 21.9 2.7 Delay (s) 102.7 41.4 1.7 80.0 37.6 34.4 75.0 20.3 7.8 52.8 17.2 L e v e l o f S e r v i c e FDAFDCECADB
Approach Delay (s/veh) 27.6 43.1 27.8 26.0
Approach LOS CDCC
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 440 730 120 220 380 660 140 760 160 990 950 200 Future Volume (vph) 440 730 120 220 380 660 140 760 160 990 950 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3438 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3438 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 449 745 122 224 388 673 143 776 163 1010 969 204 RTOR Reduction (vph) 0 0 940000 1 5000 5 6
Lane Group Flow (vph) 449 745 28 224 388 673 143 924 0 1010 969 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 19.9 26.5 26.5 14.6 21.2 120.0 8.3 29.3 31.0 52.0 52.0 Effective Green, g (s) 19.9 27.7 27.7 14.6 22.4 120.0 8.3 30.7 31.0 53.4 53.4 Actuated g/C Ratio 0.17 0.23 0.23 0.12 0.19 1.00 0.07 0.26 0.26 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 569 816 356 215 660 1557 237 879 930 1574 671 v/s Ratio Prot 0.13 c0.21 c0.13 0.11 0.04 c0.27 c0.28 0.27 v/s Ratio Perm 0.02 0.43 0.10
v/c Ratio 0.79 0.91 0.08 1.04 0.59 0.43 0.60 1.05 1.09 0.62 0.22 Uniform Delay, d1 48.0 45.0 36.2 52.7 44.6 0.0 54.3 44.7 44.5 25.5 20.5 Progression Factor 1.00 1.00 1.00 0.90 0.83 1.00 1.00 1.00 0.96 1.14 1.83 Incremental Delay, d2 6.6 14.2 0.0 70.4 1.9 0.8 3.0 44.7 50.5 1.1 0.5 Delay (s) 54.7 59.2 36.2 117.8 38.9 0.8 57.2 89.4 93.4 30.0 37.9 Level of Service D E D F D A E F F C D
Approach Delay (s/veh) 55.5 32.7 85.1 60.1
Approach LOS E C F E
Intersection Summary
HCM 2000 Control Delay (s/veh) 57.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 230 730 50 550 510 250 40 280 410 350 400 180 Future Volume (vph) 230 730 50 550 510 250 40 280 410 350 400 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 0.99 1.00 0.99 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3501 3433 3365 1441 1770 3539 1562 3433 3358 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3501 3433 3365 1441 1770 3539 1562 3433 3358 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 261 830 57 625 580 284 45 318 466 398 455 205 RTOR Reduction (vph) 04002 5 100 2 9 10 4 20
Lane Group Flow (vph) 261 883 0 625 606 205 45 318 175 398 618 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 13.5 32.8 24.3 43.6 68.5 6.2 18.3 18.3 24.9 37.0 Effective Green, g (s) 13.5 35.2 24.3 46.0 73.3 6.2 19.6 19.6 24.9 38.3 Actuated g/C Ratio 0.11 0.29 0.20 0.38 0.61 0.05 0.16 0.16 0.21 0.32 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 386 1026 695 1289 880 91 578 255 712 1071 v/s Ratio Prot 0.08 c0.25 c0.18 0.18 0.14 0.03 0.09 0.12 c0.18 v/s Ratio Perm c0.11
v/c Ratio 0.68 0.86 0.90 0.47 0.23 0.49 0.55 0.69 0.56 0.58 Uniform Delay, d1 51.2 40.1 46.7 27.8 10.6 55.4 46.1 47.3 42.6 34.1 Progression Factor 1.05 0.72 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.68 Incremental Delay, d2 4.0 8.1 14.4 1.2 0.1 4.2 1.1 7.4 0.9 2.1 Delay (s) 57.7 37.0 61.1 29.1 10.7 59.6 47.3 54.7 34.2 25.4 L e v e l o f S e r v i c e ED ECBEDDCC
Approach Delay (s/veh) 41.7 39.4 52.1 28.7
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 39.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 79.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 620 1000 500 100 510 760
Future Volume (vph) 620 1000 500 100 510 760
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 689 1111 556 111 567 844
RTOR Reduction (vph) 0 0 0 82 0 44
Lane Group Flow (vph) 689 1111 556 29 567 800
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 21.1 43.9 18.7 18.7 18.7 39.8
Effective Green, g (s) 21.1 43.9 18.7 18.7 18.7 39.8
Actuated g/C Ratio 0.30 0.62 0.26 0.26 0.26 0.56
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1023 2194 934 736 906 981
v/s Ratio Prot 0.20 0.31 c0.16 0.17 c0.24
v/s Ratio Perm 0.01 0.26
v/c Ratio 0.67 0.51 0.60 0.04 0.63 0.82
Uniform Delay, d1 21.8 7.4 22.7 19.4 23.0 12.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.8 0.2 1.0 0.0 1.4 5.3
Delay (s) 23.6 7.6 23.8 19.4 24.3 17.8
Level of Service C A C B C B
Approach Delay (s/veh) 13.7 23.0 20.4
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 17.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 70.8 Sum of lost time (s) 12.3 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 630 720 100 800 220 1340 80 450 510 1200 320 890 Future Volume (vph) 630 720 100 800 220 1340 80 450 510 1200 320 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1557 3433 3539 2787 3433 5085 1583 4990 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1557 3433 3539 2787 3433 5085 1583 4990 3539 1583 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 0.85 Adj. Flow (vph) 685 783 109 870 239 1457 87 489 554 1304 348 1047 RTOR Reduction (vph) 0 0 87 0 0 21 0 0 52000
Lane Group Flow (vph) 685 783 22 870 239 1436 87 489 502 1304 348 1047 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 22.6 26.0 26.0 32.0 35.4 82.3 7.2 13.9 45.9 41.6 49.0 132.8 Effective Green, g (s) 22.6 27.3 27.3 32.0 36.7 83.6 7.2 15.9 49.9 41.6 50.3 132.8 Actuated g/C Ratio 0.17 0.21 0.21 0.24 0.28 0.63 0.05 0.12 0.38 0.31 0.38 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 849 727 320 827 978 1754 186 608 594 1563 1340 1583 v/s Ratio Prot 0.14 c0.22 c0.25 0.07 c0.52 0.03 0.10 c0.22 0.26 0.10 v/s Ratio Perm 0.01 0.10 0.66
v/c Ratio 0.81 1.08 0.07 1.05 0.24 0.82 0.47 0.80 0.84 0.83 0.26 0.66 Uniform Delay, d1 53.0 52.8 42.5 50.4 37.3 18.8 60.9 56.9 37.9 42.4 28.4 0.0 Progression Factor 1.00 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 5.3 56.1 0.1 45.9 0.1 3.1 0.7 7.4 10.2 3.9 0.1 2.2 Delay (s) 58.3 108.8 42.6 96.3 37.4 21.9 61.6 64.3 48.1 46.3 28.5 2.2 Level of Service E F D F D C E E D D C A
Approach Delay (s/veh) 82.3 48.6 56.2 26.9
Approach LOS F D E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 49.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97
Actuated Cycle Length (s) 132.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 87.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 830 920 710 80 50 250
Future Volume (vph) 830 920 710 80 50 250
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.89 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3480 3181 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3480 3181 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 892 989 763 86 54 269
RTOR Reduction (vph) 0070 1 2 6 1 2 5
Lane Group Flow (vph) 892 989 842 0 63 9
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 29.9 102.6 64.7 7.2 7.2
Effective Green, g (s) 29.9 103.9 66.0 8.1 8.1
Actuated g/C Ratio 0.25 0.87 0.55 0.07 0.07
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 855 3064 1914 214 97
v/s Ratio Prot c0.26 0.28 c0.24 c0.02
v/s Ratio Perm 0.01
v/c Ratio 1.04 0.32 0.44 0.29 0.09
Uniform Delay, d1 45.1 1.5 16.0 53.2 52.5
Progression Factor 1.17 0.56 0.64 1.00 1.00
Incremental Delay, d2 40.5 0.2 0.7 0.3 0.2
Delay (s) 93.2 1.1 10.9 53.5 52.7
Level of Service F A B D D
Approach Delay (s/veh) 44.8 10.9 53.2
Approach LOS D B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 36.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 2 PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 300 240 80 650 1030 160
Future Volume (vph) 300 240 80 650 1030 160
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.20 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 378 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 333 267 89 722 1144 178
RTOR Reduction (vph) 0 1 5000 9 1
Lane Group Flow (vph) 333 252 89 722 1144 87
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 12.3 12.3 19.7 19.7 19.7 19.7
Effective Green, g (s) 12.3 12.3 19.7 19.7 19.7 19.7
Actuated g/C Ratio 0.31 0.31 0.49 0.49 0.49 0.49
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 541 484 185 1734 1734 775
v/s Ratio Prot c0.19 0.20 c0.32
v/s Ratio Perm 0.16 0.24 0.06
v/c Ratio 0.62 0.52 0.48 0.42 0.66 0.11
Uniform Delay, d1 11.9 11.5 6.8 6.6 7.7 5.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.1 1.0 8.7 0.7 2.0 0.3
Delay (s) 14.0 12.5 15.5 7.3 9.7 5.8
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 13.4 8.2 9.2
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 9.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 630 250 200 880 350 910 1150 240 230 1240 50 Future Volume (vph) 30 630 250 200 880 350 910 1150 240 230 1240 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 692 275 220 967 385 1000 1264 264 253 1363 55 RTOR Reduction (vph) 00000 1 5 100 1 2 3040
Lane Group Flow (vph) 33 692 275 220 967 234 1000 1264 141 253 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.2 120.0 16.1 39.3 39.3 29.3 47.9 47.9 11.0 29.6 Effective Green, g (s) 3.0 27.6 120.0 16.1 40.7 40.7 29.3 49.3 49.3 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.13 0.34 0.34 0.24 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1169 1560 460 1200 524 838 2089 638 314 1305 v/s Ratio Prot 0.02 c0.14 0.06 c0.27 c0.29 0.25 0.07 c0.28 v/s Ratio Perm 0.18 0.15 0.09
v/c Ratio 0.85 0.59 0.18 0.48 0.81 0.45 1.19 0.61 0.22 0.81 1.08 Uniform Delay, d1 58.3 41.2 0.0 48.1 36.1 30.9 45.4 27.7 22.9 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.47 0.23 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.2 0.3 4.6 1.3 95.7 1.0 0.6 9.9 47.9 Delay (s) 140.7 42.4 0.2 48.4 40.7 32.1 137.3 14.0 5.9 80.8 107.4 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 34.1 39.7 61.9 103.4
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 62.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 340 270 190 320 560 1010 190 650 180 530 970 250 Future Volume (vph) 340 270 190 320 560 1010 190 650 180 530 970 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3403 3600 3539 1489 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3403 3433 3539 1489 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 Adj. Flow (vph) 391 310 218 368 644 1161 218 747 207 609 1115 287 RTOR Reduction (vph) 0 0 1820000 2 0000 1 3 3
Lane Group Flow (vph) 391 310 36 368 644 1161 218 934 0 609 1115 154 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.1 18.4 18.4 30.8 33.1 120.0 11.7 29.2 23.0 40.5 40.5 Effective Green, g (s) 16.1 19.6 19.6 30.8 34.3 120.0 11.7 30.6 23.0 41.9 41.9 Actuated g/C Ratio 0.13 0.16 0.16 0.26 0.29 1.00 0.10 0.26 0.19 0.35 0.35 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 460 578 248 454 1011 1558 334 867 690 1235 519 v/s Ratio Prot 0.11 0.09 0.21 0.18 0.06 c0.27 0.17 c0.32 v/s Ratio Perm 0.02 c0.74 0.10
v/c Ratio 0.85 0.54 0.14 0.81 0.64 0.75 0.65 1.08 0.88 0.90 0.30 Uniform Delay, d1 50.8 46.0 43.0 41.9 37.4 0.0 52.2 44.7 47.2 37.1 28.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.82 1.48 Incremental Delay, d2 13.5 0.5 0.1 10.0 1.8 3.3 3.5 53.5 10.5 9.2 1.2 Delay (s) 64.3 46.5 43.1 51.9 39.3 3.3 55.7 98.2 50.9 39.5 43.0 L e v e l o f S e r v i c e EDDDDAEF DDD
Approach Delay (s/veh) 53.3 22.2 90.3 43.5
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 46.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 660 50 260 960 450 10 460 470 120 350 160 Future Volume (vph) 260 660 50 260 960 450 10 460 470 120 350 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 0.98 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3495 3433 3303 1441 1770 3539 1551 3400 3353 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3495 3433 3303 1441 1770 3539 1551 3400 3353 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 286 725 55 286 1055 495 11 505 516 132 385 176 RTOR Reduction (vph) 0400 1 1 4 300 2 1 50 4 10
Lane Group Flow (vph) 286 776 0 286 1242 254 11 505 301 132 520 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 52.7 12.7 56.4 72.8 1.6 24.9 24.9 10.0 33.3 Effective Green, g (s) 9.0 55.1 12.7 58.8 71.2 1.6 26.2 27.5 10.0 34.6 Actuated g/C Ratio 0.08 0.46 0.11 0.49 0.59 0.01 0.22 0.23 0.08 0.29 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1604 363 1618 854 23 772 355 283 966 v/s Ratio Prot c0.08 0.22 0.08 c0.38 0.18 0.01 0.14 0.04 c0.16 v/s Ratio Perm c0.19
v/c Ratio 1.11 0.48 0.79 0.77 0.30 0.48 0.65 0.85 0.47 0.54 Uniform Delay, d1 55.5 22.6 52.3 25.0 12.1 58.8 42.8 44.2 52.5 36.0 Progression Factor 0.74 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 89.3 1.0 10.8 3.6 0.2 14.8 2.0 16.9 1.2 0.6 Delay (s) 130.3 31.0 63.1 28.6 12.2 73.6 44.8 61.1 53.7 36.5 Level of Service F C E C B E D E D D
Approach Delay (s/veh) 57.6 31.3 53.2 39.8
Approach LOS E C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 790 470 1390 520 60 320
Future Volume (vph) 790 470 1390 520 60 320
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 878 522 1544 578 67 356
RTOR Reduction (vph) 0 0 0 179 0 7
Lane Group Flow (vph) 878 522 1544 399 67 349
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 2 4
Actuated Green, G (s) 25.4 81.0 51.5 51.5 13.7 39.1
Effective Green, g (s) 25.5 81.1 51.6 51.6 13.8 39.3
Actuated g/C Ratio 0.25 0.79 0.50 0.50 0.13 0.38
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 850 2789 1774 1397 460 666
v/s Ratio Prot c0.26 0.15 c0.44 0.02 c0.13
v/s Ratio Perm 0.14 0.09
v/c Ratio 1.03 0.19 0.87 0.29 0.15 0.52
Uniform Delay, d1 38.7 2.7 22.7 14.9 39.3 24.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 39.6 0.0 5.0 0.1 0.1 0.7
Delay (s) 78.3 2.7 27.7 15.0 39.5 25.3
Level of Service E A C B D C
Approach Delay (s/veh) 50.2 24.2 27.6
Approach LOS D C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 33.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 102.9 Sum of lost time (s) 12.0 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 890 330 30 210 600 660 80 440 850 440 300 360 Future Volume (vph) 890 330 30 210 600 660 80 440 850 440 300 360 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1323 2714 3539 2787 3433 3125 1583 4990 2285 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1323 2714 3539 2787 3433 3125 1583 4990 2285 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 978 363 33 231 659 725 88 484 934 484 330 396 RTOR Reduction (vph) 0 0 22 0 0 40 0 0 93000
Lane Group Flow (vph) 978 363 11 231 659 685 88 484 841 484 330 396 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 20.2 33.5 33.5 15.2 28.5 50.8 7.3 21.7 36.9 17.0 32.1 106.7 Effective Green, g (s) 20.2 34.8 34.8 15.2 29.8 52.1 7.3 23.7 40.9 17.0 33.4 106.7 Actuated g/C Ratio 0.19 0.33 0.33 0.14 0.28 0.49 0.07 0.22 0.38 0.16 0.31 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 944 1154 431 386 988 1360 234 694 606 795 715 1563 v/s Ratio Prot c0.20 0.10 0.09 c0.19 c0.25 0.03 0.15 c0.22 c0.10 0.14 v/s Ratio Perm 0.01 0.31 0.25
v/c Ratio 1.04 0.31 0.02 0.60 0.67 0.50 0.38 0.70 1.39 0.61 0.46 0.25 Uniform Delay, d1 43.3 27.0 24.4 42.9 34.1 18.5 47.5 38.2 32.9 41.8 29.4 0.0 Progression Factor 1.00 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 39.0 0.2 0.0 1.7 1.7 0.3 0.4 2.8 184.9 1.1 0.3 0.4 Delay (s) 82.3 27.2 24.4 44.6 35.8 18.8 47.9 41.0 217.8 42.9 29.8 0.4 L e v e l o f S e r v i c e FCCDDBDDFDCA
Approach Delay (s/veh) 66.3 29.4 151.1 25.4
Approach LOS E C F C
Intersection Summary
HCM 2000 Control Delay (s/veh) 69.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 106.7 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 290 510 1200 60 100 780
Future Volume (vph) 290 510 1200 60 100 780
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3505 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3505 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 309 543 1277 64 106 830
RTOR Reduction (vph) 0030 3 6 1 3 6 1
Lane Group Flow (vph) 309 543 1338 0 160 54
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 16.2 59.5 35.3 9.3 9.3
Effective Green, g (s) 16.2 60.8 36.6 10.2 10.2
Actuated g/C Ratio 0.21 0.77 0.46 0.13 0.13
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 703 2723 1623 396 186
v/s Ratio Prot c0.09 0.15 c0.38 c0.05
v/s Ratio Perm 0.04
v/c Ratio 0.44 0.20 0.82 0.40 0.29
Uniform Delay, d1 27.4 2.5 18.4 31.6 31.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 3.6 0.2 0.3
Delay (s) 27.8 2.5 22.0 31.8 31.4
Level of Service C A C C C
Approach Delay (s/veh) 11.7 22.0 31.7
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 22.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 79.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 AM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 240 20 310 1010 360 230
Future Volume (vph) 240 20 310 1010 360 230
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.52 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 962 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 267 22 344 1122 400 256
RTOR Reduction (vph) 0 1 7000 1 1 5
Lane Group Flow (vph) 267 5 344 1122 400 141
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 9.9 9.9 22.1 22.1 22.1 22.1
Effective Green, g (s) 9.9 9.9 22.1 22.1 22.1 22.1
Actuated g/C Ratio 0.25 0.25 0.55 0.55 0.55 0.55
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 435 389 528 1945 1945 870
v/s Ratio Prot c0.15 0.32 0.11
v/s Ratio Perm 0.00 c0.36 0.09
v/c Ratio 0.61 0.01 0.65 0.58 0.21 0.16
Uniform Delay, d1 13.5 11.5 6.3 6.0 4.6 4.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 0.0 6.1 1.3 0.2 0.4
Delay (s) 16.0 11.5 12.5 7.2 4.8 4.9
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 15.7 8.5 4.8
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 8.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1130 920 190 630 400 350 1430 250 500 1500 40 Future Volume (vph) 100 1130 920 190 630 400 350 1430 250 500 1500 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1177 958 198 656 417 365 1490 260 521 1562 42 RTOR Reduction (vph) 00000 2 2 900 1 0 4020
Lane Group Flow (vph) 104 1177 958 198 656 188 365 1490 156 521 1603 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.7 35.9 120.0 8.8 36.0 36.0 16.0 38.5 38.5 18.0 40.5 Effective Green, g (s) 8.7 37.3 120.0 8.8 37.4 37.4 16.0 39.9 39.9 18.0 41.9 Actuated g/C Ratio 0.07 0.31 1.00 0.07 0.31 0.31 0.13 0.33 0.33 0.15 0.35 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 128 1580 1560 251 1102 481 457 1690 515 514 1767 v/s Ratio Prot 0.06 c0.23 0.06 0.19 0.11 c0.29 0.15 c0.32 v/s Ratio Perm c0.61 0.12 0.10
v/c Ratio 0.81 0.74 0.61 0.79 0.60 0.39 0.80 0.88 0.30 1.01 0.91 Uniform Delay, d1 54.8 37.1 0.0 54.7 34.9 32.4 50.4 37.8 29.7 51.0 37.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.45 0.21 0.62 0.49 Incremental Delay, d2 29.7 2.3 1.8 14.0 1.3 1.1 7.1 5.7 1.2 36.1 5.9 Delay (s) 84.5 39.4 1.8 68.7 36.2 33.5 57.7 22.8 7.4 68.0 24.0 Level of Service F D A E D C E C A E C
Approach Delay (s/veh) 25.4 40.4 26.9 34.8
Approach LOS CDCC
Intersection Summary
HCM 2000 Control Delay (s/veh) 30.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 440 750 120 220 390 680 140 760 170 1020 940 200 Future Volume (vph) 440 750 120 220 390 680 140 760 170 1020 940 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3433 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3433 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 449 765 122 224 398 694 143 776 173 1041 959 204 RTOR Reduction (vph) 0 0 930000 1 6000 5 5
Lane Group Flow (vph) 449 765 29 224 398 694 143 933 0 1041 959 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 18.4 27.1 27.1 12.7 21.4 120.0 9.2 26.6 35.0 52.4 52.4 Effective Green, g (s) 18.4 28.3 28.3 12.7 22.6 120.0 9.2 28.0 35.0 53.8 53.8 Actuated g/C Ratio 0.15 0.24 0.24 0.11 0.19 1.00 0.08 0.23 0.29 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 526 834 363 187 666 1557 263 801 1050 1586 676 v/s Ratio Prot 0.13 c0.22 c0.13 0.11 0.04 c0.27 c0.29 0.27 v/s Ratio Perm 0.02 0.45 0.10
v/c Ratio 0.85 0.92 0.08 1.20 0.60 0.45 0.54 1.16 0.99 0.60 0.22 Uniform Delay, d1 49.5 44.7 35.7 53.7 44.5 0.0 53.4 46.0 42.4 25.1 20.3 Progression Factor 1.00 1.00 1.00 0.89 0.83 1.00 1.00 1.00 0.98 1.15 1.84 Incremental Delay, d2 12.3 14.4 0.0 127.0 2.0 0.9 1.2 87.6 19.9 1.1 0.5 Delay (s) 61.8 59.2 35.7 174.9 39.1 0.9 54.6 133.6 61.2 30.0 37.7 Level of Service E E D F D A D F E C D
Approach Delay (s/veh) 57.9 42.0 123.2 45.4
Approach LOS E D F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 61.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 102.3% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 240 740 50 560 520 250 40 280 410 340 390 180 Future Volume (vph) 240 740 50 560 520 250 40 280 410 340 390 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 0.99 1.00 0.99 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3502 3433 3365 1441 1770 3539 1562 3433 3355 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3502 3433 3365 1441 1770 3539 1562 3433 3355 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 273 841 57 636 591 284 45 318 466 386 443 205 RTOR Reduction (vph) 04003 3 900 2 3 80 4 10
Lane Group Flow (vph) 273 894 0 636 616 217 45 318 228 386 607 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 14.8 35.6 14.0 34.8 68.8 7.4 16.7 16.7 34.0 43.3 Effective Green, g (s) 14.8 38.0 14.0 37.2 73.6 7.4 18.0 18.0 34.0 44.6 Actuated g/C Ratio 0.12 0.32 0.12 0.31 0.61 0.06 0.15 0.15 0.28 0.37 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 423 1108 400 1043 883 109 530 234 972 1246 v/s Ratio Prot 0.08 c0.26 c0.19 0.18 0.15 0.03 0.09 0.11 c0.18 v/s Ratio Perm c0.15
v/c Ratio 0.65 0.81 1.59 0.59 0.25 0.41 0.60 0.97 0.40 0.49 Uniform Delay, d1 50.1 37.6 53.0 35.0 10.6 54.2 47.6 50.8 34.7 28.9 Progression Factor 1.03 0.64 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.63 Incremental Delay, d2 2.9 5.4 277.1 2.5 0.1 2.5 1.9 51.2 0.2 1.3 Delay (s) 54.5 29.6 330.1 37.4 10.7 56.7 49.6 102.0 25.3 19.4 Level of Service D C F D B E D F C B
Approach Delay (s/veh) 35.4 156.1 79.4 21.6
Approach LOS D F E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 80.4 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 640 1000 500 120 510 780
Future Volume (vph) 640 1000 500 120 510 780
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 711 1111 556 133 567 867
RTOR Reduction (vph) 0 0 0 98 0 43
Lane Group Flow (vph) 711 1111 556 35 567 824
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 21.9 44.6 18.6 18.6 18.7 40.6
Effective Green, g (s) 21.9 44.6 18.6 18.6 18.7 40.6
Actuated g/C Ratio 0.31 0.62 0.26 0.26 0.26 0.57
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1051 2207 920 725 897 989
v/s Ratio Prot 0.21 0.31 c0.16 0.17 c0.25
v/s Ratio Perm 0.01 0.27
v/c Ratio 0.68 0.50 0.60 0.05 0.63 0.83
Uniform Delay, d1 21.7 7.4 23.2 19.8 23.4 12.7
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.7 0.2 1.1 0.0 1.5 6.1
Delay (s) 23.4 7.6 24.3 19.8 24.8 18.8
Level of Service C A C B C B
Approach Delay (s/veh) 13.8 23.5 21.2
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 71.5 Sum of lost time (s) 12.3 Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 630 720 100 840 220 1330 80 470 530 1180 430 890 Future Volume (vph) 630 720 100 840 220 1330 80 470 530 1180 430 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1557 3433 3539 2787 3433 5085 1583 4990 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1557 3433 3539 2787 3433 5085 1583 4990 3539 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.85 0.85 0.85 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 685 783 109 913 259 1565 94 511 576 1283 467 967 RTOR Reduction (vph) 0 0 87 0 0 21 0 0 52000
Lane Group Flow (vph) 685 783 22 913 259 1544 94 511 524 1283 467 967 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 22.6 26.0 26.0 33.0 36.4 82.5 7.3 14.0 47.0 40.8 48.2 133.1 Effective Green, g (s) 22.6 27.3 27.3 33.0 37.7 83.8 7.3 16.0 51.0 40.8 49.5 133.1 Actuated g/C Ratio 0.17 0.21 0.21 0.25 0.28 0.63 0.05 0.12 0.38 0.31 0.37 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 847 725 319 851 1002 1754 188 611 606 1529 1316 1583 v/s Ratio Prot 0.14 c0.22 c0.27 0.07 c0.55 0.03 0.10 c0.23 0.26 0.13 v/s Ratio Perm 0.01 0.10 0.61
v/c Ratio 0.81 1.08 0.07 1.07 0.26 0.88 0.50 0.84 0.86 0.84 0.35 0.61 Uniform Delay, d1 53.2 52.9 42.7 50.1 36.9 20.5 61.1 57.3 37.9 43.1 30.2 0.0 Progression Factor 1.00 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 5.4 57.1 0.1 52.3 0.1 5.5 0.8 9.5 11.9 4.1 0.1 1.8 Delay (s) 58.6 110.0 42.8 102.4 37.0 26.0 61.9 66.8 49.8 47.2 30.4 1.8 Level of Service E F D F D C E E D D C A
Approach Delay (s/veh) 83.0 52.5 58.1 28.2
Approach LOS F D E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 51.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.01
Actuated Cycle Length (s) 133.1 Sum of lost time (s) 16.0 Intersection Capacity Utilization 88.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 900 910 710 90 50 290
Future Volume (vph) 900 910 710 90 50 290
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.89 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3473 3170 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3473 3170 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 968 978 763 97 54 312
RTOR Reduction (vph) 0080 1 4 5 1 4 5
Lane Group Flow (vph) 968 978 852 0 65 11
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 29.7 102.4 64.7 7.4 7.4
Effective Green, g (s) 29.7 103.7 66.0 8.3 8.3
Actuated g/C Ratio 0.25 0.86 0.55 0.07 0.07
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 849 3058 1910 219 99
v/s Ratio Prot c0.28 0.28 c0.25 c0.02
v/s Ratio Perm 0.01
v/c Ratio 1.14 0.32 0.45 0.30 0.11
Uniform Delay, d1 45.2 1.5 16.1 53.1 52.4
Progression Factor 1.19 0.57 0.79 1.00 1.00
Incremental Delay, d2 75.6 0.2 0.7 0.3 0.2
Delay (s) 129.5 1.1 13.4 53.3 52.6
Level of Service F A B D D
Approach Delay (s/veh) 65.0 13.4 53.0
Approach LOS E B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 49.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 3 PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 290 230 80 680 1050 150
Future Volume (vph) 290 230 80 680 1050 150
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.20 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 376 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 322 256 89 756 1167 167
RTOR Reduction (vph) 0 1 4000 8 5
Lane Group Flow (vph) 322 242 89 756 1167 82
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 12.2 12.2 19.8 19.8 19.8 19.8
Effective Green, g (s) 12.2 12.2 19.8 19.8 19.8 19.8
Actuated g/C Ratio 0.30 0.30 0.49 0.49 0.49 0.49
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 537 480 185 1743 1743 779
v/s Ratio Prot c0.18 0.21 c0.33
v/s Ratio Perm 0.15 0.24 0.05
v/c Ratio 0.60 0.50 0.48 0.43 0.67 0.11
Uniform Delay, d1 11.9 11.5 6.8 6.6 7.7 5.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.8 0.8 8.7 0.8 2.1 0.3
Delay (s) 13.7 12.3 15.5 7.4 9.8 5.7
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 13.1 8.2 9.3
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 9.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 640 260 200 880 350 910 1150 240 230 1240 50 Future Volume (vph) 30 640 260 200 880 350 910 1150 240 230 1240 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 703 286 220 967 385 1000 1264 264 253 1363 55 RTOR Reduction (vph) 00000 1 5 100 1 2 1040
Lane Group Flow (vph) 33 703 286 220 967 234 1000 1264 143 253 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.6 120.0 15.7 39.3 39.3 29.3 47.9 47.9 11.0 29.6 Effective Green, g (s) 3.0 28.0 120.0 15.7 40.7 40.7 29.3 49.3 49.3 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.13 0.34 0.34 0.24 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1186 1560 449 1200 524 838 2089 638 314 1305 v/s Ratio Prot 0.02 c0.14 0.06 c0.27 c0.29 0.25 0.07 c0.28 v/s Ratio Perm 0.18 0.15 0.09
v/c Ratio 0.85 0.59 0.18 0.49 0.81 0.45 1.19 0.61 0.22 0.81 1.08 Uniform Delay, d1 58.3 40.9 0.0 48.4 36.1 30.9 45.4 27.7 22.9 53.5 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.47 0.23 1.33 1.34 Incremental Delay, d2 82.5 1.2 0.3 0.3 4.6 1.3 95.7 1.0 0.6 9.9 47.9 Delay (s) 140.7 42.1 0.3 48.7 40.7 32.1 136.4 14.1 5.9 80.8 107.4 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 33.6 39.7 61.6 103.4
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 62.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 340 280 190 330 560 1010 190 650 180 550 970 250 Future Volume (vph) 340 280 190 330 560 1010 190 650 180 550 970 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3403 3600 3539 1489 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3403 3433 3539 1489 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 Adj. Flow (vph) 391 322 218 379 644 1161 218 747 207 632 1115 287 RTOR Reduction (vph) 0 0 1820000 2 0000 1 3 6
Lane Group Flow (vph) 391 322 36 379 644 1161 218 934 0 632 1115 151 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.1 18.7 18.7 32.2 34.8 120.0 11.7 27.5 23.0 38.8 38.8 Effective Green, g (s) 16.1 19.9 19.9 32.2 36.0 120.0 11.7 28.9 23.0 40.2 40.2 Actuated g/C Ratio 0.13 0.17 0.17 0.27 0.30 1.00 0.10 0.24 0.19 0.34 0.34 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 460 586 252 474 1061 1558 334 819 690 1185 498 v/s Ratio Prot 0.11 0.09 0.21 0.18 0.06 c0.27 0.18 c0.32 v/s Ratio Perm 0.02 c0.74 0.10
v/c Ratio 0.85 0.55 0.14 0.80 0.61 0.75 0.65 1.14 0.92 0.94 0.30 Uniform Delay, d1 50.8 45.9 42.8 40.9 35.9 0.0 52.2 45.6 47.6 38.7 29.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.81 1.46 Incremental Delay, d2 13.5 0.6 0.1 8.6 1.5 3.3 3.5 77.5 14.3 13.3 1.3 Delay (s) 64.3 46.5 42.9 49.5 37.4 3.3 55.7 123.0 54.8 44.6 44.3 L e v e l o f S e r v i c e EDDDDAEF DDD
Approach Delay (s/veh) 53.1 21.4 110.5 47.7
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 51.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 670 50 260 960 450 10 470 480 120 350 160 Future Volume (vph) 260 670 50 260 960 450 10 470 480 120 350 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 0.98 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3496 3433 3303 1441 1770 3539 1551 3400 3353 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3496 3433 3303 1441 1770 3539 1551 3400 3353 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 286 736 55 286 1055 495 11 516 527 132 385 176 RTOR Reduction (vph) 0400 1 1 4 300 2 1 40 4 10
Lane Group Flow (vph) 286 787 0 286 1242 254 11 516 313 132 520 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 52.7 12.7 56.4 72.8 1.6 24.9 24.9 10.0 33.3 Effective Green, g (s) 9.0 55.1 12.7 58.8 71.2 1.6 26.2 27.5 10.0 34.6 Actuated g/C Ratio 0.08 0.46 0.11 0.49 0.59 0.01 0.22 0.23 0.08 0.29 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1605 363 1618 854 23 772 355 283 966 v/s Ratio Prot c0.08 0.23 0.08 c0.38 0.18 0.01 0.15 0.04 c0.16 v/s Ratio Perm c0.20
v/c Ratio 1.11 0.49 0.79 0.77 0.30 0.48 0.67 0.88 0.47 0.54 Uniform Delay, d1 55.5 22.6 52.3 25.0 12.1 58.8 42.9 44.7 52.5 36.0 Progression Factor 0.75 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 89.3 1.1 10.8 3.6 0.2 14.8 2.2 21.9 1.2 0.6 Delay (s) 130.6 31.0 63.1 28.6 12.2 73.6 45.1 66.6 53.7 36.5 Level of Service F C E C B E D E D D
Approach Delay (s/veh) 57.5 31.3 56.1 39.8
Approach LOS E C E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 44.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 810 470 1380 560 60 330
Future Volume (vph) 810 470 1380 560 60 330
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 900 522 1533 622 67 367
RTOR Reduction (vph) 0 0 0 186 0 4
Lane Group Flow (vph) 900 522 1533 436 67 363
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 2 4
Actuated Green, G (s) 30.3 86.0 51.6 51.6 12.5 42.8
Effective Green, g (s) 30.4 86.1 51.7 51.7 12.6 43.0
Actuated g/C Ratio 0.28 0.81 0.48 0.48 0.12 0.40
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 978 2855 1714 1350 405 697
v/s Ratio Prot c0.26 0.15 c0.43 0.02 c0.15
v/s Ratio Perm 0.16 0.08
v/c Ratio 0.92 0.18 0.89 0.32 0.17 0.52
Uniform Delay, d1 37.0 2.3 25.0 16.8 42.3 24.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 13.5 0.0 6.5 0.1 0.2 0.7
Delay (s) 50.4 2.4 31.5 16.9 42.5 24.8
Level of Service D A C B D C
Approach Delay (s/veh) 32.8 27.3 27.5
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 106.7 Sum of lost time (s) 12.0 Intersection Capacity Utilization 75.4% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 890 340 30 210 600 650 80 450 850 420 340 350 Future Volume (vph) 890 340 30 210 600 650 80 450 850 420 340 350 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 2714 3539 2787 3433 3125 1583 4990 2285 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 2714 3539 2787 3433 3125 1583 4990 2285 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 978 374 33 231 659 714 88 495 934 462 374 385 RTOR Reduction (vph) 0 0 27 0 0 29 0 0 45000
Lane Group Flow (vph) 978 374 6 231 659 685 88 495 889 462 374 385 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 29.3 21.7 21.7 44.5 36.9 57.2 7.2 25.0 69.5 15.0 33.5 125.5 Effective Green, g (s) 29.3 23.0 23.0 44.5 38.2 58.5 7.2 27.0 73.5 15.0 34.8 125.5 Actuated g/C Ratio 0.23 0.18 0.18 0.35 0.30 0.47 0.06 0.22 0.59 0.12 0.28 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1164 648 242 962 1077 1299 196 672 927 596 633 1563 v/s Ratio Prot 0.20 0.11 0.09 c0.19 0.25 0.03 0.16 c0.36 c0.09 0.16 v/s Ratio Perm 0.00 0.21 0.25
v/c Ratio 0.84 0.58 0.02 0.24 0.61 0.53 0.45 0.74 0.96 0.78 0.59 0.25 Uniform Delay, d1 45.9 46.8 42.1 28.6 37.3 23.7 57.2 45.9 24.6 53.6 39.2 0.0 Progression Factor 1.00 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 5.4 1.3 0.0 0.0 1.0 0.4 0.6 4.0 19.9 6.0 1.2 0.4 Delay (s) 51.3 48.1 42.1 28.6 38.4 24.1 57.8 49.9 44.4 59.6 40.4 0.4 L e v e l o f S e r v i c e DDDCDCEDDEDA
Approach Delay (s/veh) 50.2 30.6 47.0 35.1
Approach LOS DCDD
Intersection Summary
HCM 2000 Control Delay (s/veh) 40.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 125.5 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 310 510 1200 60 100 780
Future Volume (vph) 310 510 1200 60 100 780
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3505 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3505 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 330 543 1277 64 106 830
RTOR Reduction (vph) 0030 3 6 1 3 6 1
Lane Group Flow (vph) 330 543 1338 0 160 54
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 16.7 60.0 35.3 9.4 9.4
Effective Green, g (s) 16.7 61.3 36.6 10.3 10.3
Actuated g/C Ratio 0.21 0.77 0.46 0.13 0.13
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 720 2725 1611 397 186
v/s Ratio Prot c0.10 0.15 c0.38 c0.05
v/s Ratio Perm 0.04
v/c Ratio 0.46 0.20 0.83 0.40 0.29
Uniform Delay, d1 27.5 2.5 18.8 31.8 31.3
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 3.8 0.2 0.3
Delay (s) 27.8 2.5 22.6 32.1 31.7
Level of Service C A C C C
Approach Delay (s/veh) 12.1 22.6 31.9
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 22.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 79.6 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 AM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 240 40 310 1020 410 230
Future Volume (vph) 240 40 310 1020 410 230
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.49 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 911 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 267 44 344 1133 456 256
RTOR Reduction (vph) 0 3 3000 1 1 5
Lane Group Flow (vph) 267 11 344 1133 456 141
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 9.9 9.9 22.1 22.1 22.1 22.1
Effective Green, g (s) 9.9 9.9 22.1 22.1 22.1 22.1
Actuated g/C Ratio 0.25 0.25 0.55 0.55 0.55 0.55
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 435 389 500 1945 1945 870
v/s Ratio Prot c0.15 0.32 0.13
v/s Ratio Perm 0.01 c0.38 0.09
v/c Ratio 0.61 0.03 0.69 0.58 0.23 0.16
Uniform Delay, d1 13.5 11.5 6.6 6.0 4.7 4.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 0.0 7.5 1.3 0.3 0.4
Delay (s) 16.0 11.5 14.1 7.3 5.0 4.9
L e v e l o f S e r v i c e BBBAAA
Approach Delay (s/veh) 15.4 8.9 4.9
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 8.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1130 920 190 640 410 360 1440 240 500 1490 40 Future Volume (vph) 100 1130 920 190 640 410 360 1440 240 500 1490 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1177 958 198 667 427 375 1500 250 521 1552 42 RTOR Reduction (vph) 00000 2 3 400 1 0 3020
Lane Group Flow (vph) 104 1177 958 198 667 193 375 1500 147 521 1592 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.0 34.6 120.0 8.1 34.7 34.7 14.1 39.5 39.5 19.0 44.4 Effective Green, g (s) 8.0 36.0 120.0 8.1 36.1 36.1 14.1 40.9 40.9 19.0 45.8 Actuated g/C Ratio 0.07 0.30 1.00 0.07 0.30 0.30 0.12 0.34 0.34 0.16 0.38 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 118 1525 1560 231 1064 464 403 1733 528 543 1931 v/s Ratio Prot 0.06 c0.23 0.06 0.19 0.11 c0.29 c0.15 0.31 v/s Ratio Perm c0.61 0.12 0.09
v/c Ratio 0.88 0.77 0.61 0.86 0.63 0.42 0.93 0.87 0.28 0.96 0.82 Uniform Delay, d1 55.5 38.3 0.0 55.4 36.1 33.5 52.5 37.0 28.8 50.1 33.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.12 0.43 0.22 0.62 0.44 Incremental Delay, d2 47.2 2.9 1.8 24.7 1.6 1.3 23.7 4.9 1.0 21.9 2.8 Delay (s) 102.7 41.2 1.8 80.0 37.8 34.8 82.4 20.9 7.5 52.8 17.7 Level of Service F D A F D C F C A D B
Approach Delay (s/veh) 27.2 43.3 30.2 26.4
Approach LOS CDCC
Intersection Summary
HCM 2000 Control Delay (s/veh) 30.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 430 750 120 220 400 700 140 760 170 1010 940 200 Future Volume (vph) 430 750 120 220 400 700 140 760 170 1010 940 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3433 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3433 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 439 765 122 224 408 714 143 776 173 1031 959 204 RTOR Reduction (vph) 0 0 940000 1 6000 5 5
Lane Group Flow (vph) 439 765 28 224 408 714 143 933 0 1031 959 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 18.4 26.6 26.6 13.4 21.6 120.0 8.3 30.4 31.0 53.1 53.1 Effective Green, g (s) 18.4 27.8 27.8 13.4 22.8 120.0 8.3 31.8 31.0 54.5 54.5 Actuated g/C Ratio 0.15 0.23 0.23 0.11 0.19 1.00 0.07 0.27 0.26 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 526 819 357 197 672 1557 237 909 930 1607 685 v/s Ratio Prot 0.13 c0.22 c0.13 0.12 0.04 c0.27 c0.29 0.27 v/s Ratio Perm 0.02 0.46 0.10
v/c Ratio 0.83 0.93 0.08 1.14 0.61 0.46 0.60 1.03 1.11 0.60 0.22 Uniform Delay, d1 49.3 45.2 36.1 53.3 44.5 0.0 54.3 44.1 44.5 24.5 19.8 Progression Factor 1.00 1.00 1.00 0.89 0.83 1.00 1.00 1.00 0.96 1.15 1.86 Incremental Delay, d2 10.5 17.2 0.0 103.7 2.1 0.9 3.0 36.7 59.1 1.0 0.5 Delay (s) 59.8 62.4 36.1 151.1 39.3 0.9 57.2 80.8 101.8 29.3 37.3 Level of Service E E D F D A E F F C D
Approach Delay (s/veh) 59.1 37.5 77.7 64.1
Approach LOS E D E E
Intersection Summary
HCM 2000 Control Delay (s/veh) 59.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 102.0% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 240 740 50 570 530 250 40 280 410 340 390 180 Future Volume (vph) 240 740 50 570 530 250 40 280 410 340 390 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 0.99 1.00 0.99 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3502 3433 3366 1441 1770 3539 1562 3433 3355 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3502 3433 3366 1441 1770 3539 1562 3433 3355 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 273 841 57 648 602 284 45 318 466 386 443 205 RTOR Reduction (vph) 04002 4 800 3 0 30 4 50
Lane Group Flow (vph) 273 894 0 648 628 208 45 318 163 386 603 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 13.7 33.4 25.2 44.9 68.7 5.6 17.9 17.9 23.8 36.1 Effective Green, g (s) 13.7 35.8 25.2 47.3 73.5 5.6 19.2 19.2 23.8 37.4 Actuated g/C Ratio 0.11 0.30 0.21 0.39 0.61 0.05 0.16 0.16 0.20 0.31 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 391 1044 720 1326 882 82 566 249 680 1045 v/s Ratio Prot 0.08 c0.26 c0.19 0.19 0.14 0.03 0.09 0.11 c0.18 v/s Ratio Perm c0.10
v/c Ratio 0.70 0.86 0.90 0.47 0.24 0.55 0.56 0.65 0.57 0.58 Uniform Delay, d1 51.2 39.7 46.2 27.1 10.5 56.0 46.5 47.3 43.5 34.7 Progression Factor 1.05 0.74 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.69 Incremental Delay, d2 4.6 7.8 14.3 1.2 0.1 7.3 1.3 6.0 1.0 2.2 Delay (s) 58.1 37.2 60.5 28.3 10.7 63.3 47.8 53.3 35.2 26.0 L e v e l o f S e r v i c e ED ECBEDDDC
Approach Delay (s/veh) 42.1 39.0 51.7 29.4
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 39.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 640 990 500 120 530 800
Future Volume (vph) 640 990 500 120 530 800
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 2787 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 2787 3433 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 711 1100 556 133 589 889
RTOR Reduction (vph) 0 0 0 99 0 43
Lane Group Flow (vph) 711 1100 556 34 589 846
Turn Type Prot NA NA Perm Prot pm+ov
Protected Phases 1 6 2 4 1
Permitted Phases 6 2 4
Actuated Green, G (s) 22.0 44.7 18.6 18.6 19.0 41.0
Effective Green, g (s) 22.0 44.7 18.6 18.6 19.0 41.0
Actuated g/C Ratio 0.31 0.62 0.26 0.26 0.26 0.57
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1050 2200 915 720 907 992
v/s Ratio Prot 0.21 0.31 c0.16 0.17 c0.26
v/s Ratio Perm 0.01 0.27
v/c Ratio 0.68 0.50 0.61 0.05 0.65 0.85
Uniform Delay, d1 21.8 7.5 23.4 20.0 23.5 12.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.7 0.2 1.2 0.0 1.6 7.2
Delay (s) 23.6 7.6 24.6 20.0 25.1 20.1
L e v e l o f S e r v i c e CACCCC
Approach Delay (s/veh) 13.9 23.7 22.1
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 71.9 Sum of lost time (s) 12.3 Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 620 730 100 850 230 1310 80 500 530 1180 380 890 Future Volume (vph) 620 730 100 850 230 1310 80 500 530 1180 380 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1557 3433 3539 2787 3433 5085 1583 4990 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1557 3433 3539 2787 3433 5085 1583 4990 3539 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.85 0.85 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 674 793 109 924 250 1541 94 543 576 1283 413 967 RTOR Reduction (vph) 0 0 87 0 0 21 0 0 52000
Lane Group Flow (vph) 674 793 22 924 250 1520 94 543 524 1283 413 967 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 22.3 26.1 26.1 33.0 36.8 82.9 7.3 14.0 47.0 40.8 48.2 133.2 Effective Green, g (s) 22.3 27.4 27.4 33.0 38.1 84.2 7.3 16.0 51.0 40.8 49.5 133.2 Actuated g/C Ratio 0.17 0.21 0.21 0.25 0.29 0.63 0.05 0.12 0.38 0.31 0.37 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 835 727 320 850 1012 1761 188 610 606 1528 1315 1583 v/s Ratio Prot 0.14 c0.22 c0.27 0.07 c0.55 0.03 c0.11 0.23 0.26 0.12 v/s Ratio Perm 0.01 0.10 0.61
v/c Ratio 0.81 1.09 0.07 1.09 0.25 0.86 0.50 0.89 0.86 0.84 0.31 0.61 Uniform Delay, d1 53.4 52.9 42.6 50.1 36.5 19.8 61.2 57.7 37.9 43.1 29.8 0.0 Progression Factor 1.00 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 5.4 60.8 0.1 57.3 0.1 4.7 0.8 15.1 11.9 4.2 0.1 1.8 Delay (s) 58.8 113.7 42.7 107.4 36.7 24.5 61.9 72.8 49.8 47.3 29.9 1.8 Level of Service E F D F D C E E D D C A
Approach Delay (s/veh) 85.3 53.8 61.0 28.1
Approach LOS F D E C
Intersection Summary
HCM 2000 Control Delay (s/veh) 52.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.01
Actuated Cycle Length (s) 133.2 Sum of lost time (s) 16.0 Intersection Capacity Utilization 89.9% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 900 900 700 90 50 320
Future Volume (vph) 900 900 700 90 50 320
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.89 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3472 3163 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3472 3163 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 968 968 753 97 54 344
RTOR Reduction (vph) 0080 1 6 0 1 6 0
Lane Group Flow (vph) 968 968 842 0 66 12
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 29.6 102.3 64.7 7.5 7.5
Effective Green, g (s) 29.6 103.6 66.0 8.4 8.4
Actuated g/C Ratio 0.25 0.86 0.55 0.07 0.07
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 846 3055 1909 221 100
v/s Ratio Prot c0.28 0.27 c0.24 c0.02
v/s Ratio Perm 0.01
v/c Ratio 1.14 0.32 0.44 0.30 0.12
Uniform Delay, d1 45.2 1.5 16.0 53.0 52.3
Progression Factor 1.17 0.57 0.60 1.00 1.00
Incremental Delay, d2 77.2 0.2 0.7 0.3 0.2
Delay (s) 130.0 1.1 10.3 53.3 52.5
Level of Service F A B D D
Approach Delay (s/veh) 65.6 10.3 53.0
Approach LOS E B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 49.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 64.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 4 PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 290 230 110 710 1070 150
Future Volume (vph) 290 230 110 710 1070 150
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.20 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 376 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 322 256 122 789 1189 167
RTOR Reduction (vph) 0 1 3000 8 5
Lane Group Flow (vph) 322 243 122 789 1189 82
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 12.2 12.2 19.8 19.8 19.8 19.8
Effective Green, g (s) 12.2 12.2 19.8 19.8 19.8 19.8
Actuated g/C Ratio 0.30 0.30 0.49 0.49 0.49 0.49
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 537 480 185 1743 1743 779
v/s Ratio Prot c0.18 0.22 c0.34
v/s Ratio Perm 0.15 0.32 0.05
v/c Ratio 0.60 0.51 0.66 0.45 0.68 0.11
Uniform Delay, d1 11.9 11.5 7.7 6.7 7.8 5.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.8 0.8 17.0 0.9 2.2 0.3
Delay (s) 13.7 12.4 24.6 7.5 10.0 5.7
Level of Service B B C A A A
Approach Delay (s/veh) 13.1 9.8 9.5
Approach LOS B A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 650 260 240 900 350 860 1170 370 240 1240 50 Future Volume (vph) 30 650 260 240 900 350 860 1170 370 240 1240 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5052 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 714 286 264 989 385 945 1286 407 264 1363 55 RTOR Reduction (vph) 00000 1 5 000 1 2 1040
Lane Group Flow (vph) 33 714 286 264 989 235 945 1286 286 264 1414 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 26.7 120.0 16.2 39.9 39.9 28.7 47.3 47.3 11.0 29.6 Effective Green, g (s) 3.0 28.1 120.0 16.2 41.3 41.3 28.7 48.7 48.7 11.0 31.0 Actuated g/C Ratio 0.03 0.23 1.00 0.13 0.34 0.34 0.24 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1190 1560 463 1218 532 821 2063 630 314 1305 v/s Ratio Prot 0.02 c0.14 0.08 c0.28 c0.28 0.25 0.08 c0.28 v/s Ratio Perm 0.18 0.15 0.18
v/c Ratio 0.85 0.60 0.18 0.57 0.81 0.44 1.15 0.62 0.45 0.84 1.08 Uniform Delay, d1 58.3 40.9 0.0 48.6 35.8 30.4 45.7 28.4 26.0 53.6 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.48 0.23 1.32 1.34 Incremental Delay, d2 82.5 1.3 0.3 1.1 4.8 1.2 78.5 1.0 1.7 13.2 47.9 Delay (s) 140.7 42.2 0.3 49.7 40.6 31.7 119.7 14.7 7.6 84.2 107.4 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 33.7 40.0 51.2 103.8
Approach LOS C D D F
Intersection Summary
HCM 2000 Control Delay (s/veh) 58.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 97.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 330 290 190 320 430 1020 210 800 200 560 1000 250 Future Volume (vph) 330 290 190 320 430 1020 210 800 200 560 1000 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3414 3600 3539 1490 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3414 3433 3539 1490 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 Adj. Flow (vph) 379 333 218 368 494 1172 241 920 230 644 1149 287 RTOR Reduction (vph) 0 0 1430000 1 9000 1 4 0
Lane Group Flow (vph) 379 333 75 368 494 1172 241 1131 0 644 1149 147 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.9 18.9 18.9 29.1 31.1 120.0 9.0 35.4 18.0 44.4 44.4 Effective Green, g (s) 16.9 20.1 20.1 29.1 32.3 120.0 9.0 36.8 18.0 45.8 45.8 Actuated g/C Ratio 0.14 0.17 0.17 0.24 0.27 1.00 0.08 0.31 0.15 0.38 0.38 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 483 592 254 429 952 1558 257 1046 540 1350 568 v/s Ratio Prot 0.11 0.09 c0.21 0.14 0.07 c0.33 c0.18 0.32 v/s Ratio Perm 0.05 c0.75 0.10
v/c Ratio 0.78 0.56 0.29 0.86 0.52 0.75 0.94 1.08 1.19 0.85 0.26 Uniform Delay, d1 49.8 45.9 43.7 43.5 37.2 0.0 55.2 41.6 51.0 34.0 25.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.84 1.83 Incremental Delay, d2 7.6 0.7 0.2 15.0 1.0 3.4 38.7 52.6 101.4 5.9 0.9 Delay (s) 57.4 46.6 44.0 58.4 38.2 3.4 93.9 94.2 144.1 34.5 47.5 Level of Service E D D E D A F F F C D
Approach Delay (s/veh) 50.4 21.8 94.2 70.2
Approach LOS D C F E
Intersection Summary
HCM 2000 Control Delay (s/veh) 57.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 500 230 50 150 1020 600 20 660 130 140 440 250 Future Volume (vph) 500 230 50 150 1020 600 20 660 130 140 440 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.97 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3428 3433 3285 1441 1770 3539 1552 3400 3324 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3428 3433 3285 1441 1770 3539 1552 3400 3324 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 549 253 55 165 1121 659 22 725 143 154 484 275 RTOR Reduction (vph) 0 16 0 0 17 73 0 0 106 0 64 0
Lane Group Flow (vph) 549 292 0 165 1368 322 22 725 37 154 695 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 20.0 57.0 9.6 46.6 60.0 3.0 26.7 26.7 7.0 30.7 Effective Green, g (s) 20.0 59.4 9.6 49.0 58.4 3.0 28.0 29.3 7.0 32.0 Actuated g/C Ratio 0.17 0.50 0.08 0.41 0.49 0.03 0.23 0.24 0.06 0.27 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 572 1696 274 1341 701 44 825 378 198 886 v/s Ratio Prot c0.16 0.09 0.05 c0.42 0.22 0.01 c0.20 0.05 c0.21 v/s Ratio Perm 0.02
v/c Ratio 0.96 0.17 0.60 1.02 0.46 0.50 0.88 0.10 0.78 0.78 Uniform Delay, d1 49.6 16.7 53.4 35.5 20.4 57.8 44.4 35.1 55.7 40.8 Progression Factor 0.85 1.49 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 26.8 0.2 3.7 29.9 0.5 8.7 10.5 0.1 17.3 4.6 Delay (s) 69.0 25.2 57.1 65.4 20.8 66.4 54.9 35.2 73.0 45.4 Level of Service E C E E C E D D E D
Approach Delay (s/veh) 53.2 55.6 52.0 50.1
Approach LOS D E D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 53.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 86.9% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 890 480 30 170 650 650 40 280 590 480 280 380 Future Volume (vph) 890 480 30 170 650 650 40 280 590 480 280 380 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1322 2714 3539 2787 3433 3125 1583 4990 2285 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1322 2714 3539 2787 3433 3125 1583 4990 2285 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 978 527 33 187 714 714 44 308 648 527 308 418 RTOR Reduction (vph) 0 0 25 0 0 79 0 0 38000
Lane Group Flow (vph) 978 527 8 187 714 635 44 308 610 527 308 418 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 28.8 28.9 28.9 34.1 34.2 58.2 3.8 18.6 52.7 18.7 34.2 119.6 Effective Green, g (s) 28.8 30.2 30.2 34.1 35.5 59.5 3.8 20.6 56.7 18.7 35.5 119.6 Actuated g/C Ratio 0.24 0.25 0.25 0.29 0.30 0.50 0.03 0.17 0.47 0.16 0.30 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1201 893 333 773 1050 1386 109 538 750 780 678 1563 v/s Ratio Prot 0.20 0.15 0.07 c0.20 0.23 0.01 0.10 c0.25 c0.11 0.13 v/s Ratio Perm 0.01 0.14 0.27
v/c Ratio 0.81 0.59 0.03 0.24 0.68 0.46 0.40 0.57 0.81 0.68 0.45 0.27 Uniform Delay, d1 42.9 39.3 33.6 32.8 37.0 19.6 56.8 45.5 26.9 47.6 34.2 0.0 Progression Factor 1.00 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 4.1 1.1 0.0 0.1 1.8 0.2 0.9 1.2 6.4 2.1 0.4 0.4 Delay (s) 47.0 40.3 33.7 32.9 38.9 19.8 57.7 46.7 33.3 49.7 34.5 0.4 L e v e l o f S e r v i c e DDCCDBEDCDCA
Approach Delay (s/veh) 44.4 29.7 38.5 29.5
Approach LOS DCDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 35.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 119.6 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 350 510 1270 600 310 520
Future Volume (vph) 350 510 1270 600 310 520
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.95 0.93 0.85
Flt Protected 0.95 1.00 1.00 0.97 1.00
Satd. Flow (prot) 3433 3539 3312 3065 1441
Flt Permitted 0.95 1.00 1.00 0.97 1.00
Satd. Flow (perm) 3433 3539 3312 3065 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 372 543 1351 638 330 553
RTOR Reduction (vph) 0 0 53 0 142 172
Lane Group Flow (vph) 372 543 1936 0 465 104
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 12.0 79.9 59.9 16.1 16.1
Effective Green, g (s) 12.0 81.2 61.2 17.0 17.0
Actuated g/C Ratio 0.11 0.76 0.58 0.16 0.16
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 387 2705 1908 490 230
v/s Ratio Prot c0.11 0.15 c0.58 c0.15
v/s Ratio Perm 0.07
v/c Ratio 0.96 0.20 1.01 0.95 0.45
Uniform Delay, d1 46.9 3.5 22.5 44.2 40.4
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 35.5 0.0 24.3 27.7 0.5
Delay (s) 82.4 3.5 46.8 71.8 40.9
Level of Service F A D E D
Approach Delay (s/veh) 35.6 46.8 62.2
Approach LOS D D E
Intersection Summary
HCM 2000 Control Delay (s/veh) 47.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 106.2 Sum of lost time (s) 16.0 Intersection Capacity Utilization 88.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 AM 7: Busch Rd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 720 90 20 30 70 390
Future Volume (vph) 720 90 20 30 70 390
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Flt Permitted 0.95 1.00 0.70 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 1311 3539 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 800 100 22 33 78 433
RTOR Reduction (vph) 0 5 6000 2 6 1
Lane Group Flow (vph) 800 44 22 33 78 172
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 16.0 16.0 16.0 16.0 16.0 16.0
Effective Green, g (s) 16.0 16.0 16.0 16.0 16.0 16.0
Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.40 0.40
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 704 630 521 1408 1408 630
v/s Ratio Prot c0.45 0.01 0.02
v/s Ratio Perm 0.03 0.02 c0.11
v/c Ratio 1.14 0.07 0.04 0.02 0.06 0.27
Uniform Delay, d1 12.1 7.5 7.4 7.4 7.4 8.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 78.1 0.0 0.2 0.0 0.1 1.1
Delay (s) 90.2 7.5 7.6 7.4 7.5 9.2
L e v e l o f S e r v i c e FAAAAA
Approach Delay (s/veh) 81.0 7.5 9.0
Approach LOS F A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 53.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1140 870 300 620 400 360 1420 370 490 1490 40 Future Volume (vph) 100 1140 870 300 620 400 360 1420 370 490 1490 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1188 906 312 646 417 375 1479 385 510 1552 42 RTOR Reduction (vph) 00000 2 2 700 1 0 5020
Lane Group Flow (vph) 104 1188 906 313 646 190 375 1479 280 510 1592 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.7 35.9 120.0 9.7 36.9 36.9 16.2 37.6 37.6 18.0 39.4 Effective Green, g (s) 8.7 37.3 120.0 9.7 38.3 38.3 16.2 39.0 39.0 18.0 40.8 Actuated g/C Ratio 0.07 0.31 1.00 0.08 0.32 0.32 0.13 0.33 0.33 0.15 0.34 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 128 1580 1560 277 1129 492 463 1652 504 514 1721 v/s Ratio Prot 0.06 c0.23 c0.09 0.18 0.11 c0.29 0.15 c0.31 v/s Ratio Perm 0.58 0.12 0.18
v/c Ratio 0.81 0.75 0.58 1.13 0.57 0.39 0.81 0.90 0.55 0.99 0.93 Uniform Delay, d1 54.8 37.2 0.0 55.2 34.0 31.7 50.4 38.6 33.4 50.9 38.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 0.46 0.21 0.62 0.49 Incremental Delay, d2 29.7 2.5 1.6 93.7 1.1 1.1 7.8 6.6 3.5 30.3 7.1 Delay (s) 84.5 39.7 1.6 148.9 35.1 32.8 58.6 24.3 10.4 61.9 26.0 Level of Service F D A F D C E C B E C
Approach Delay (s/veh) 26.1 60.3 27.7 34.7
Approach LOS C E C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 85.9% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 420 580 130 240 410 720 140 850 160 1000 1040 200 Future Volume (vph) 420 580 130 240 410 720 140 850 160 1000 1040 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1542 1770 3539 1557 3433 3447 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1542 1770 3539 1557 3433 3447 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 429 592 133 245 418 735 143 867 163 1020 1061 204 RTOR Reduction (vph) 0 0 1050000 1 3000 5 5
Lane Group Flow (vph) 429 592 28 245 418 735 143 1017 0 1020 1061 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 17.5 23.8 23.8 16.0 22.3 120.0 9.2 26.6 35.0 52.4 52.4 Effective Green, g (s) 17.5 25.0 25.0 16.0 23.5 120.0 9.2 28.0 35.0 53.8 53.8 Actuated g/C Ratio 0.15 0.21 0.21 0.13 0.20 1.00 0.08 0.23 0.29 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 500 737 321 236 693 1557 263 804 1050 1586 676 v/s Ratio Prot 0.12 c0.17 c0.14 0.12 0.04 c0.30 c0.28 0.30 v/s Ratio Perm 0.02 c0.47 0.10
v/c Ratio 0.86 0.80 0.09 1.04 0.60 0.47 0.54 1.26 0.97 0.67 0.22 Uniform Delay, d1 50.0 45.2 38.3 52.0 44.0 0.0 53.4 46.0 42.0 26.1 20.3 Progression Factor 1.00 1.00 1.00 0.73 0.79 1.00 1.00 1.00 0.97 1.12 1.84 Incremental Delay, d2 13.2 6.0 0.0 67.1 2.1 1.0 1.2 129.1 15.6 1.4 0.5 Delay (s) 63.2 51.1 38.3 105.0 36.8 1.0 54.6 175.1 56.4 30.7 37.7 Level of Service E D D F D A D F E C D
Approach Delay (s/veh) 54.1 29.9 160.4 42.8
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 64.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 101.5% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 330 650 60 140 130 300 40 560 50 560 630 390 Future Volume (vph) 330 650 60 140 130 300 40 560 50 560 630 390 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.99 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 0.99 1.00 0.92 0.85 1.00 1.00 0.85 1.00 0.94
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3489 3433 3096 1441 1770 3539 1563 3433 3317 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3489 3433 3096 1441 1770 3539 1563 3433 3317 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 375 739 68 159 148 341 45 636 57 636 716 443 RTOR Reduction (vph) 0600 1 3 5 6 300 4 40 7 80
Lane Group Flow (vph) 375 801 0 159 184 107 45 636 13 636 1081 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 17.7 32.6 8.0 22.9 56.8 4.8 25.8 25.8 33.9 54.9 Effective Green, g (s) 17.7 35.0 8.0 25.3 61.6 4.8 27.1 27.1 33.9 56.2 Actuated g/C Ratio 0.15 0.29 0.07 0.21 0.51 0.04 0.23 0.23 0.28 0.47 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 506 1017 228 652 739 70 799 352 969 1553 v/s Ratio Prot c0.11 c0.23 0.05 0.06 0.07 0.03 c0.18 0.19 c0.33 v/s Ratio Perm 0.01
v/c Ratio 0.74 0.79 0.70 0.28 0.14 0.64 0.80 0.04 0.66 0.70 Uniform Delay, d1 49.0 39.1 54.8 39.7 15.3 56.8 43.8 36.3 37.9 25.2 Progression Factor 0.99 0.69 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.96 Incremental Delay, d2 4.9 5.3 8.9 1.1 0.1 18.4 5.5 0.0 1.6 2.5 Delay (s) 53.3 32.1 63.8 40.8 15.4 75.2 49.4 36.3 39.1 26.8 L e v e l o f S e r v i c e DC EDBEDDDC
Approach Delay (s/veh) 38.8 39.8 49.9 31.1
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 37.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 76.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 650 830 60 640 310 1340 50 430 320 1150 270 890 Future Volume (vph) 650 830 60 640 310 1340 50 430 320 1150 270 890 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 0.97 0.91 1.00 0.94 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1559 3433 3539 2787 3433 5085 1583 4990 3539 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1559 3433 3539 2787 3433 5085 1583 4990 3539 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 707 902 65 696 337 1457 54 467 348 1250 293 967 RTOR Reduction (vph) 0 0 49 0 0 23 0 0 53000
Lane Group Flow (vph) 707 902 16 696 337 1434 54 467 295 1250 293 967 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 21.6 31.0 31.0 25.0 34.4 74.7 4.0 17.4 42.4 35.0 49.1 127.7 Effective Green, g (s) 21.6 32.3 32.3 25.0 35.7 76.0 4.0 19.4 46.4 35.0 50.4 127.7 Actuated g/C Ratio 0.17 0.25 0.25 0.20 0.28 0.60 0.03 0.15 0.36 0.27 0.39 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 844 895 394 672 989 1658 107 772 575 1367 1396 1583 v/s Ratio Prot 0.14 c0.25 c0.20 0.10 c0.51 0.02 0.09 0.11 c0.25 0.08 v/s Ratio Perm 0.01 0.08 c0.61
v/c Ratio 0.84 1.01 0.04 1.04 0.34 0.86 0.50 0.60 0.51 0.91 0.21 0.61 Uniform Delay, d1 51.4 47.7 36.0 51.4 36.6 21.6 60.9 50.6 31.8 44.9 25.5 0.0 Progression Factor 1.00 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 7.0 32.0 0.0 44.3 0.2 5.0 1.4 1.1 0.3 9.6 0.1 1.8 Delay (s) 58.3 79.7 36.1 95.6 36.8 26.5 62.2 51.7 32.1 54.5 25.6 1.8 L e v e l o f S e r v i c e EEDFDCEDCDCA
Approach Delay (s/veh) 69.0 47.2 44.5 30.8
Approach LOS E D D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 46.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 127.7 Sum of lost time (s) 16.0 Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 540 1040 720 490 610 370
Future Volume (vph) 540 1040 720 490 610 370
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 0.91
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.94 0.99 0.85
Flt Protected 0.95 1.00 1.00 0.96 1.00
Satd. Flow (prot) 3433 3539 3302 3407 1441
Flt Permitted 0.95 1.00 1.00 0.96 1.00
Satd. Flow (perm) 3433 3539 3302 3407 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 581 1118 774 527 656 398
RTOR Reduction (vph) 0 0 97 0 7 248
Lane Group Flow (vph) 581 1118 1204 0 721 78
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 22.9 82.1 51.2 27.7 27.7
Effective Green, g (s) 22.9 83.4 52.5 28.6 28.6
Actuated g/C Ratio 0.19 0.70 0.44 0.24 0.24
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 655 2459 1444 812 343
v/s Ratio Prot c0.17 0.32 c0.36 c0.21
v/s Ratio Perm 0.05
v/c Ratio 0.89 0.45 0.83 0.89 0.23
Uniform Delay, d1 47.3 8.2 29.9 44.2 36.8
Progression Factor 1.30 0.29 1.00 1.00 1.00
Incremental Delay, d2 11.5 0.5 5.8 11.3 0.1
Delay (s) 72.8 2.8 35.7 55.4 36.9
Level of Service E A D E D
Approach Delay (s/veh) 26.8 35.7 49.7
Approach LOS C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 35.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 5 PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 660 0 130 0 130 640
Future Volume (vph) 660 0 130 0 130 640
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 0.95 1.00
Frt 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 1.00
Satd. Flow (prot) 1770 1770 3539 1583
Flt Permitted 0.95 0.66 1.00 1.00
Satd. Flow (perm) 1770 1231 3539 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 733 0 144 0 144 711
RTOR Reduction (vph) 00000 4 2 8
Lane Group Flow (vph) 733 0 144 0 144 283
Turn Type Prot Perm Perm NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 16.0 16.0 16.0 16.0
Effective Green, g (s) 16.0 16.0 16.0 16.0
Actuated g/C Ratio 0.40 0.40 0.40 0.40
Clearance Time (s) 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 704 489 1408 630
v/s Ratio Prot c0.41 0.04
v/s Ratio Perm 0.12 c0.18
v/c Ratio 1.04 0.29 0.10 0.45
Uniform Delay, d1 12.1 8.3 7.6 8.9
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 45.1 1.5 0.1 2.3
Delay (s) 57.2 9.8 7.7 11.2
Level of Service E A A B
Approach Delay (s/veh) 57.2 9.8 10.6
Approach LOS E A B
Intersection Summary
HCM 2000 Control Delay (s/veh) 30.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 30 670 260 200 900 350 900 1170 290 240 1230 50 Future Volume (vph) 30 670 260 200 900 350 900 1170 290 240 1230 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1597 5085 1560 3433 3539 1547 3433 5085 1554 3433 5051 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 736 286 220 989 385 989 1286 319 264 1352 55 RTOR Reduction (vph) 00000 1 5 000 1 1 9040
Lane Group Flow (vph) 33 736 286 220 989 235 989 1286 200 264 1403 0 Confl. Peds. (#/hr) 7726
Confl. Bikes (#/hr) 4684
Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 3.0 27.3 120.0 15.3 39.6 39.6 29.0 47.6 47.6 11.0 29.6 Effective Green, g (s) 3.0 28.7 120.0 15.3 41.0 41.0 29.0 49.0 49.0 11.0 31.0 Actuated g/C Ratio 0.03 0.24 1.00 0.13 0.34 0.34 0.24 0.41 0.41 0.09 0.26 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 39 1216 1560 437 1209 528 829 2076 634 314 1304 v/s Ratio Prot 0.02 c0.14 0.06 c0.28 c0.29 0.25 0.08 c0.28 v/s Ratio Perm 0.18 0.15 0.13
v/c Ratio 0.85 0.61 0.18 0.50 0.82 0.44 1.19 0.62 0.32 0.84 1.08 Uniform Delay, d1 58.3 40.6 0.0 48.8 36.1 30.7 45.5 28.1 24.1 53.6 44.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.48 0.22 1.32 1.34 Incremental Delay, d2 82.5 1.3 0.3 0.3 5.0 1.3 95.7 1.0 0.9 13.2 45.0 Delay (s) 140.7 41.9 0.3 49.1 41.1 31.9 136.5 14.5 6.4 84.2 104.6 Level of Service F D A D D C F B A F F
Approach Delay (s/veh) 33.7 40.0 60.0 101.4
Approach LOS C D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 61.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 98.9% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 340 280 190 330 550 1040 190 690 180 550 950 250 Future Volume (vph) 340 280 190 330 550 1040 190 690 180 550 950 250 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.94 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 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1521 1770 3539 1558 3433 3409 3600 3539 1489 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1521 1770 3539 1558 3433 3409 3433 3539 1489 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 Adj. Flow (vph) 391 322 218 379 632 1195 218 793 207 632 1092 287 RTOR Reduction (vph) 0 0 1820000 1 9000 1 4 0
Lane Group Flow (vph) 391 322 36 379 632 1195 218 981 0 632 1092 147 Confl. Peds. (#/hr) 11 12 11 32
Confl. Bikes (#/hr) 10 1 12
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 16.1 18.7 18.7 32.2 34.8 120.0 11.7 27.5 23.0 38.8 38.8 Effective Green, g (s) 16.1 19.9 19.9 32.2 36.0 120.0 11.7 28.9 23.0 40.2 40.2 Actuated g/C Ratio 0.13 0.17 0.17 0.27 0.30 1.00 0.10 0.24 0.19 0.34 0.34 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 460 586 252 474 1061 1558 334 821 690 1185 498 v/s Ratio Prot 0.11 0.09 0.21 0.18 0.06 c0.29 0.18 c0.31 v/s Ratio Perm 0.02 c0.77 0.10
v/c Ratio 0.85 0.55 0.14 0.80 0.60 0.77 0.65 1.19 0.92 0.92 0.30 Uniform Delay, d1 50.8 45.9 42.8 40.9 35.8 0.0 52.2 45.6 47.6 38.4 29.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.81 1.50 Incremental Delay, d2 13.5 0.6 0.1 8.6 1.4 3.7 3.5 99.6 14.2 11.1 1.2 Delay (s) 64.3 46.5 42.9 49.5 37.2 3.7 55.7 145.1 54.6 42.1 45.5 L e v e l o f S e r v i c e EDDDDAEF DDD
Approach Delay (s/veh) 53.1 21.1 129.1 46.5
Approach LOS D C F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 54.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 260 630 50 250 1000 520 10 480 400 120 350 160 Future Volume (vph) 260 630 50 250 1000 520 10 480 400 120 350 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 2.7 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 0.99 1.00 0.97 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3493 3433 3295 1441 1770 3539 1551 3400 3353 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3493 3433 3295 1441 1770 3539 1551 3400 3353 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 286 692 55 275 1099 571 11 527 440 132 385 176 RTOR Reduction (vph) 0400 1 3 4 200 2 2 30 4 20
Lane Group Flow (vph) 286 743 0 275 1314 301 11 527 217 132 519 0 Confl. Peds. (#/hr) 1 3155
Confl. Bikes (#/hr) 1 2
H e a v y V e h i c l e s ( % ) 2 %2 %2 %2 %2 %2 %2 %2 %2 %3 %2 %2 % Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 9.0 53.3 12.6 56.9 73.5 1.7 24.2 24.2 10.2 32.7 Effective Green, g (s) 9.0 55.7 12.6 59.3 71.9 1.7 25.5 26.8 10.2 34.0 Actuated g/C Ratio 0.08 0.46 0.11 0.49 0.60 0.01 0.21 0.22 0.09 0.28 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 1621 360 1628 863 25 752 346 289 950 v/s Ratio Prot c0.08 0.21 0.08 c0.40 0.21 0.01 c0.15 0.04 c0.15 v/s Ratio Perm c0.14
v/c Ratio 1.11 0.46 0.76 0.81 0.35 0.44 0.70 0.63 0.46 0.55 Uniform Delay, d1 55.5 21.9 52.3 25.5 12.2 58.7 43.7 42.1 52.3 36.5 Progression Factor 0.73 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 89.2 0.9 9.3 4.4 0.2 11.9 3.0 3.5 1.1 0.6 Delay (s) 129.7 30.3 61.5 30.0 12.4 70.6 46.7 45.6 53.4 37.1 L e v e l o f S e r v i c e FC ECBEDDDD
Approach Delay (s/veh) 57.8 31.3 46.5 40.2
Approach LOS E C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 41.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 670 490 1510 330 60 310
Future Volume (vph) 670 490 1510 330 60 310
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.1
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 3539 1583 1770 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 3539 1583 1770 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 744 544 1678 367 67 344
RTOR Reduction (vph) 0 0 0 111 0 298
Lane Group Flow (vph) 744 544 1678 256 67 46
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 6 2 4
Actuated Green, G (s) 38.7 109.0 66.2 66.2 18.1 18.1
Effective Green, g (s) 38.8 109.1 66.3 66.3 18.2 18.1
Actuated g/C Ratio 0.29 0.81 0.49 0.49 0.13 0.13
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 507 2853 1734 775 238 211
v/s Ratio Prot c0.42 0.15 c0.47 c0.04
v/s Ratio Perm 0.16 0.03
v/c Ratio 1.47 0.19 0.97 0.33 0.28 0.22
Uniform Delay, d1 48.3 3.0 33.5 21.0 52.7 52.3
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 221.0 0.0 14.5 0.3 0.7 0.5
Delay (s) 269.2 3.0 48.0 21.2 53.3 52.8
L e v e l o f S e r v i c e FADCDD
Approach Delay (s/veh) 156.8 43.2 52.9
Approach LOS F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 83.3 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 135.3 Sum of lost time (s) 12.0 Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 880 440 30 190 640 660 60 340 680 490 330 350 Future Volume (vph) 880 440 30 190 640 660 60 340 680 490 330 350 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1321 1399 3539 2787 1770 1145 1583 4990 1203 1563 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1321 1399 3539 2787 1770 1145 1583 4990 1203 1563 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 967 484 33 209 703 725 66 374 747 538 363 385 RTOR Reduction (vph) 0 0 25 0 0 293 0 0 3 3000
Lane Group Flow (vph) 967 484 8 209 703 432 66 374 714 538 363 385 Confl. Peds. (#/hr) 5 1 2
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 28.3 32.0 32.0 23.2 26.9 48.3 7.6 49.2 72.4 16.1 58.4 139.8 Effective Green, g (s) 28.3 33.3 33.3 23.2 28.2 49.6 7.6 51.2 76.4 16.1 59.7 139.8 Actuated g/C Ratio 0.20 0.24 0.24 0.17 0.20 0.35 0.05 0.37 0.55 0.12 0.43 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1010 842 314 232 713 988 96 419 865 574 513 1563 v/s Ratio Prot c0.19 0.14 0.15 c0.20 0.16 0.04 c0.33 0.15 c0.11 0.30 v/s Ratio Perm 0.01 0.30 0.25
v/c Ratio 0.96 0.57 0.03 0.90 0.99 0.44 0.69 0.89 0.83 0.94 0.71 0.25 Uniform Delay, d1 55.2 47.0 40.8 57.2 55.6 34.4 64.9 41.7 26.2 61.3 32.9 0.0 Progression Factor 1.00 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 18.5 1.0 0.0 33.2 29.9 0.3 15.1 20.6 6.2 23.0 4.1 0.4 Delay (s) 73.7 48.0 40.8 90.3 85.5 34.8 80.0 62.3 32.4 84.3 37.0 0.4 Level of Service E D D F F C E E C F D A
Approach Delay (s/veh) 64.6 63.7 44.4 45.8
Approach LOS E E D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 55.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.93
Actuated Cycle Length (s) 139.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 76.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 310 510 1290 60 100 700
Future Volume (vph) 310 510 1290 60 100 700
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.99 0.88 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3507 3070 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3507 3070 1441
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 330 543 1372 64 106 745
RTOR Reduction (vph) 0030 3 2 8 3 2 7
Lane Group Flow (vph) 330 543 1433 0 151 45
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 2% 2% 2% 6% 15% 2%
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 16.6 59.9 35.3 8.7 8.7
Effective Green, g (s) 16.6 61.2 36.6 9.6 9.6
Actuated g/C Ratio 0.21 0.78 0.46 0.12 0.12
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 723 2748 1628 374 175
v/s Ratio Prot c0.10 0.15 c0.41 c0.05
v/s Ratio Perm 0.03
v/c Ratio 0.46 0.20 0.88 0.40 0.26
Uniform Delay, d1 27.2 2.3 19.1 32.0 31.4
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 5.9 0.3 0.3
Delay (s) 27.5 2.4 25.0 32.2 31.7
Level of Service C A C C C
Approach Delay (s/veh) 11.9 25.0 32.0
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 78.8 Sum of lost time (s) 16.0 Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 AM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 230 50 210 750 380 220
Future Volume (vph) 230 50 210 750 380 220
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 1863 1863 1583
Flt Permitted 0.95 1.00 0.48 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 900 1863 1863 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 256 56 233 833 422 244
RTOR Reduction (vph) 0 4 2000 1 0 9
Lane Group Flow (vph) 256 14 233 833 422 135
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 9.8 9.8 22.2 22.2 22.2 22.2
Effective Green, g (s) 9.8 9.8 22.2 22.2 22.2 22.2
Actuated g/C Ratio 0.24 0.24 0.55 0.55 0.55 0.55
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 431 385 497 1028 1028 874
v/s Ratio Prot c0.14 c0.45 0.23
v/s Ratio Perm 0.01 0.26 0.09
v/c Ratio 0.59 0.04 0.47 0.81 0.41 0.15
Uniform Delay, d1 13.4 11.6 5.4 7.3 5.2 4.4
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.2 0.0 3.2 6.9 1.2 0.4
Delay (s) 15.6 11.6 8.6 14.2 6.4 4.8
L e v e l o f S e r v i c e BBABAA
Approach Delay (s/veh) 14.9 13.0 5.8
Approach LOS B B A
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 1: Santa Rita Rd & Stoneridge Dr
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 1140 920 230 650 410 370 1430 320 500 1510 40 Future Volume (vph) 100 1140 920 230 650 410 370 1430 320 500 1510 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 5085 1560 3433 3539 1544 3433 5085 1551 3433 5062 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 104 1188 958 240 677 427 385 1490 333 521 1573 42 RTOR Reduction (vph) 00000 2 2 800 1 0 5020
Lane Group Flow (vph) 104 1188 958 240 677 199 385 1490 228 521 1613 0 Confl. Peds. (#/hr) 2 10 5 14
Confl. Bikes (#/hr) 1 0452
Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free 8 2
Actuated Green, G (s) 8.7 35.9 120.0 9.3 36.5 36.5 16.4 38.0 38.0 18.0 39.6 Effective Green, g (s) 8.7 37.3 120.0 9.3 37.9 37.9 16.4 39.4 39.4 18.0 41.0 Actuated g/C Ratio 0.07 0.31 1.00 0.08 0.32 0.32 0.14 0.33 0.33 0.15 0.34 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph) 128 1580 1560 266 1117 487 469 1669 509 514 1729 v/s Ratio Prot 0.06 c0.23 c0.07 0.19 0.11 c0.29 0.15 c0.32 v/s Ratio Perm c0.61 0.13 0.15
v/c Ratio 0.81 0.75 0.61 0.90 0.61 0.41 0.82 0.89 0.45 1.01 0.93 Uniform Delay, d1 54.8 37.2 0.0 54.9 34.7 32.3 50.4 38.3 31.7 51.0 38.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 0.46 0.21 0.63 0.50 Incremental Delay, d2 29.7 2.5 1.8 30.3 1.4 1.2 8.6 6.3 2.3 36.2 7.8 Delay (s) 84.5 39.7 1.8 85.2 36.1 33.4 59.2 23.8 8.9 68.2 27.0 Level of Service F D A F D C E C A E C
Approach Delay (s/veh) 25.6 44.0 27.7 37.0
Approach LOS CDCD
Intersection Summary
HCM 2000 Control Delay (s/veh) 32.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 2: Santa Rita Rd & Valley Ave
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 430 720 120 220 400 720 140 810 160 1020 980 200 Future Volume (vph) 430 720 120 220 400 720 140 810 160 1020 980 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3433 3539 1543 1770 3539 1557 3433 3444 3600 3539 1509 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3433 3539 1543 1770 3539 1557 3433 3444 3433 3539 1509 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 439 735 122 224 408 735 143 827 163 1041 1000 204 RTOR Reduction (vph) 0 0 940000 1 4000 5 5
Lane Group Flow (vph) 439 735 28 224 408 735 143 976 0 1041 1000 149 Confl. Peds. (#/hr) 9 15 1 26
Confl. Bikes (#/hr) 2115
Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 Free 6
Actuated Green, G (s) 18.1 26.7 26.7 13.1 21.7 120.0 9.2 26.6 35.0 52.4 52.4 Effective Green, g (s) 18.1 27.9 27.9 13.1 22.9 120.0 9.2 28.0 35.0 53.8 53.8 Actuated g/C Ratio 0.15 0.23 0.23 0.11 0.19 1.00 0.08 0.23 0.29 0.45 0.45 Clearance Time (s) 4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 Lane Grp Cap (vph) 517 822 358 193 675 1557 263 803 1050 1586 676 v/s Ratio Prot 0.13 c0.21 c0.13 0.12 0.04 c0.28 c0.29 0.28 v/s Ratio Perm 0.02 0.47 0.10
v/c Ratio 0.85 0.89 0.08 1.16 0.60 0.47 0.54 1.22 0.99 0.63 0.22 Uniform Delay, d1 49.6 44.6 36.0 53.5 44.4 0.0 53.4 46.0 42.4 25.5 20.3 Progression Factor 1.00 1.00 1.00 0.89 0.84 1.00 1.00 1.00 0.97 1.15 1.84 Incremental Delay, d2 11.9 11.9 0.0 112.7 2.1 1.0 1.2 108.4 19.9 1.2 0.5 Delay (s) 61.5 56.5 36.0 160.3 39.2 1.0 54.6 154.4 61.1 30.4 37.7 Level of Service E E D F D A D F E C D
Approach Delay (s/veh) 56.3 38.5 141.8 45.3
Approach LOS E D F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 64.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.05
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 102.7% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 3: Bernal Ave/Valley Ave & Stanley Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 240 720 50 470 460 260 40 300 340 420 410 190 Future Volume (vph) 240 720 50 470 460 260 40 300 340 420 410 190 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 1.6 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 0.91 1.00 0.95 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 0.99 1.00 0.99 0.85 1.00 1.00 0.85 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3501 3433 3345 1441 1770 3539 1562 3433 3355 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3501 3433 3345 1441 1770 3539 1562 3433 3355 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 273 818 57 534 523 295 45 341 386 477 466 216 RTOR Reduction (vph) 04005 4 300 2 5 40 4 40
Lane Group Flow (vph) 273 871 0 534 565 205 45 341 133 477 638 0 Confl. Peds. (#/hr) 3 2
Confl. Bikes (#/hr) 3111
Turn Type Prot NA Prot NA pt+ov Prot NA Perm Prot NA
Protected Phases 1 6 5 2 7 2 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 13.7 33.2 21.4 40.9 69.3 6.2 17.3 17.3 28.4 39.5 Effective Green, g (s) 13.7 35.6 21.4 43.3 74.1 6.2 18.6 18.6 28.4 40.8 Actuated g/C Ratio 0.11 0.30 0.18 0.36 0.62 0.05 0.16 0.16 0.24 0.34 Clearance Time (s) 4.0 6.4 4.0 6.4 4.0 5.3 5.3 4.0 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 391 1038 612 1206 889 91 548 242 812 1140 v/s Ratio Prot 0.08 c0.25 c0.16 0.17 0.14 0.03 c0.10 0.14 c0.19 v/s Ratio Perm 0.08
v/c Ratio 0.70 0.84 0.87 0.47 0.23 0.49 0.62 0.55 0.59 0.56 Uniform Delay, d1 51.2 39.5 48.0 29.5 10.2 55.4 47.4 46.8 40.6 32.3 Progression Factor 1.05 0.67 1.00 1.00 1.00 1.00 1.00 1.00 0.77 0.66 Incremental Delay, d2 4.6 7.0 13.0 1.3 0.1 4.2 2.2 2.5 1.0 1.8 Delay (s) 58.1 33.3 61.0 30.8 10.4 59.6 49.6 49.3 32.1 23.2 L e v e l o f S e r v i c e EC ECBEDDCC
Approach Delay (s/veh) 39.2 39.0 50.1 26.9
Approach LOS DDDC
Intersection Summary
HCM 2000 Control Delay (s/veh) 37.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 4: Stanley Blvd & El Charro Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 490 1120 520 110 370 620
Future Volume (vph) 490 1120 520 110 370 620
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 3539 1583 1770 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 3539 1583 1770 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 544 1244 578 122 411 689
RTOR Reduction (vph) 0 0 0 91 0 383
Lane Group Flow (vph) 544 1244 578 31 411 306
Turn Type Prot NA NA Perm Prot Perm
Protected Phases 1 6 2 4
Permitted Phases 2 4
Actuated Green, G (s) 23.3 47.2 19.8 19.8 23.2 23.2
Effective Green, g (s) 23.3 47.2 19.8 19.8 23.2 23.2
Actuated g/C Ratio 0.30 0.60 0.25 0.25 0.30 0.30
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 524 2125 891 398 522 467
v/s Ratio Prot c0.31 c0.35 0.16 c0.23
v/s Ratio Perm 0.02 0.19
v/c Ratio 1.04 0.59 0.65 0.08 0.79 0.66
Uniform Delay, d1 27.7 9.7 26.3 22.4 25.4 24.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 49.6 0.4 1.6 0.1 7.7 3.3
Delay (s) 77.2 10.1 27.9 22.5 33.1 27.5
L e v e l o f S e r v i c e EBCCCC
Approach Delay (s/veh) 30.5 27.0 29.6
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.84
Actuated Cycle Length (s) 78.6 Sum of lost time (s) 12.3 Intersection Capacity Utilization 72.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 5: El Charro Rd & Stoneridge Dr/Jack London Blvd
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 630 820 80 690 300 1320 70 470 360 1160 300 880 Future Volume (vph) 630 820 80 690 300 1320 70 470 360 1160 300 880 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 1.00 1.00 1.00 0.94 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 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 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4990 3539 1558 3433 3539 2787 1770 1863 1583 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 4990 3539 1558 3433 3539 2787 1770 1863 1583 4990 1863 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 685 891 87 750 326 1435 76 511 391 1261 326 957 RTOR Reduction (vph) 0 0 67 0 0 24 0 0 50000
Lane Group Flow (vph) 685 891 20 750 326 1411 76 511 341 1261 326 957 Confl. Bikes (#/hr) 4
Turn Type Prot NA Perm Prot NA pt+ov Prot NA pm+ov Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 5 3 8
Permitted Phases 6 4 Free
Actuated Green, G (s) 19.8 30.0 30.0 27.0 37.2 77.5 8.5 23.8 50.8 35.0 51.0 135.1 Effective Green, g (s) 19.8 31.3 31.3 27.0 38.5 78.8 8.5 25.8 54.8 35.0 52.3 135.1 Actuated g/C Ratio 0.15 0.23 0.23 0.20 0.28 0.58 0.06 0.19 0.41 0.26 0.39 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 731 819 360 686 1008 1625 111 355 642 1292 721 1583 v/s Ratio Prot 0.14 c0.25 c0.22 0.09 c0.51 0.04 c0.27 0.11 c0.25 0.18 v/s Ratio Perm 0.01 0.10 0.60
v/c Ratio 0.94 1.09 0.06 1.09 0.32 0.87 0.68 1.44 0.53 0.98 0.45 0.60 Uniform Delay, d1 57.0 51.9 40.4 54.0 38.0 23.8 62.0 54.6 30.4 49.6 30.8 0.0 Progression Factor 1.00 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 19.1 58.1 0.1 62.6 0.2 5.2 13.0 213.2 0.4 19.3 0.3 1.7 Delay (s) 76.2 110.0 40.5 116.7 38.2 29.0 75.0 267.8 30.8 69.0 31.1 1.7 Level of Service E F D F D C E F C E C A
Approach Delay (s/veh) 92.4 56.4 158.1 38.8
Approach LOS F E F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 71.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.14
Actuated Cycle Length (s) 135.1 Sum of lost time (s) 16.0 Intersection Capacity Utilization 102.5% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 6: Valley Ave & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 780 990 710 90 60 330
Future Volume (vph) 780 990 710 90 60 330
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 0.97 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 1.00 1.00 0.98 0.89 0.85
Flt Protected 0.95 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3433 3539 3473 3174 1441
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 3433 3539 3473 3174 1441
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 839 1065 763 97 65 355
RTOR Reduction (vph) 0080 1 6 5 1 6 4
Lane Group Flow (vph) 839 1065 852 0 78 13
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Prot Perm
Protected Phases 1 9 6 2 4
Permitted Phases 4
Actuated Green, G (s) 29.3 102.0 64.7 7.8 7.8
Effective Green, g (s) 29.3 103.3 66.0 8.7 8.7
Actuated g/C Ratio 0.24 0.86 0.55 0.07 0.07
Clearance Time (s) 5.3 5.3 4.9 4.9
Vehicle Extension (s) 3.0 3.0 2.0 2.0
Lane Grp Cap (vph) 838 3046 1910 230 104
v/s Ratio Prot c0.24 0.30 c0.25 c0.02
v/s Ratio Perm 0.01
v/c Ratio 1.00 0.35 0.45 0.34 0.12
Uniform Delay, d1 45.4 1.7 16.1 52.9 52.1
Progression Factor 1.20 0.53 0.72 1.00 1.00
Incremental Delay, d2 29.2 0.3 0.7 0.3 0.2
Delay (s) 83.4 1.2 12.3 53.2 52.3
Level of Service F A B D D
Approach Delay (s/veh) 37.4 12.3 52.8
Approach LOS D B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 32.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.59
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 61.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis Approved Plus Extension Alternative 6 PM 7: El Charro Rd & Busch Rd
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 270 100 110 540 850 120
Future Volume (vph) 270 100 110 540 850 120
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1770 1583 1770 1863 1863 1583
Flt Permitted 0.95 1.00 0.20 1.00 1.00 1.00
Satd. Flow (perm) 1770 1583 369 1863 1863 1583
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 300 111 122 600 944 133
RTOR Reduction (vph) 0 3 2000 5 2
Lane Group Flow (vph) 300 79 122 600 944 81
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Actuated Green, G (s) 11.8 11.8 20.2 20.2 20.2 20.2
Effective Green, g (s) 11.8 11.8 20.2 20.2 20.2 20.2
Actuated g/C Ratio 0.29 0.29 0.50 0.50 0.50 0.50
Clearance Time (s) 4.1 4.1 4.1 4.1 4.1 4.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 519 464 185 936 936 795
v/s Ratio Prot c0.17 0.32 c0.51
v/s Ratio Perm 0.05 0.33 0.05
v/c Ratio 0.58 0.17 0.66 0.64 1.01 0.10
Uniform Delay, d1 12.1 10.6 7.4 7.3 10.0 5.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.6 0.2 17.0 3.4 31.5 0.3
Delay (s) 13.6 10.7 24.4 10.7 41.5 5.5
Level of Service B B C B D A
Approach Delay (s/veh) 12.9 13.0 37.1
Approach LOS B B D
Intersection Summary
HCM 2000 Control Delay (s/veh) 24.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 40.2 Sum of lost time (s) 8.2 Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group

CITYOF PLEASANTON
FEB 0 5 2025

ADAMS BROADWELL JOSEPH & CARDOZO CITY MANAGER
KEVIN T. CARMICHAEL

A PROFESSIONAL CORPORATION

SACRAMENTO OFFICE
CHRISTINA M. CARO ATTORNEYS AT LAW
THOMAS A. ENSLOW 520 CAPITOL MALL, SUITE 350
KELILAH D. FEDERMAN 601 GATEWAY BOULEVARD, SUITE 1000 SACRAMENTO, CA 95814- 4721 RICHARD M. FRANCO SOUTH SAN FRANCISCO, CA 94080- 7037 TEL: ( 916) 444- 6201 ANDREW J. GRAF FAX: ( 916) 444- 6209
TANYA A. GULESSERIAN
DARION N. JOHNSTON TEL: ( 650) 589- 1660
RACHAELE. KOSS FAX: ( 650) 589- 5062
AIDAN P. MARSHALL kfederman@adamsbroadwell. com
ALAURA R. McGUIRE
Of Counsel
MARC D. JOSEPH February 4, 2025
DANIEL L. CARDOZO
Via Online Submission
httj) s://forms. citvofi) leasantonca. gov/ f/writtenpubliccomment Via Email and Overnight Mail Via Email Only
Mayor Jack Balch Melinda Denis, Planning and Permit
Honorable Councilmembers: Center Manager
Craig Eicher, Matt Gaidos, Email: mdenis@cityofpleasantonca. gov Jeff Nibert, Julie Testa
Pleasanton City Council
Emails: jbalch@cityofpleasantonca. gov;
ceicher@cityofplea santonca. gov;
mgaidos@cityofpleasantonca. gov;
j nib ert@cityofpleasantonca. gov;
jtesta@cityofpleasantonea. gov
Re: Agenda Item 12• Arroyo Lago and East Lakes Project Annexation Dear Mayor Balch, Honorable Councilmembers Ms. Denis:

On behalf of East Bay Residents for Responsible Development (" East Bay Residents"), we submit these comments regarding the City of Pleasanton (" City") City Council (" Council') Agenda Item 12 addressing the proposed annexation of the Arroyo Lago Residential Project SCH No. 2023050339) (" Arroyo Lago Project") and the East County Lakes Senior Housing Project (" East Lakes Project"). The agenda item indicates that the City Council will " Receive [an] update on residential developmentproposalson two properties in East Pleasanton, outsidethe City Limits and 1) Provide direction to proceedwith applications for annexation and development in Pleasanton; 2) Provide feedback on key issues relative to the two projects; 3) Approvekeytermsregardingprocessingof applicationsfor theArroyo Lago Project; and 4) Approve Key Terms regarding processingof applications for the East Lakes Project."'
1City of Pleasanton, City Council Agenda(Feb. 4, 2025). 7357-
7736-
printed on recycled paper
February 4, 2025