2026 Development Impact Fee Program Update Part 3 Traffic Needs Analysis — Goleta City Council, July 21, 2026 (part 2 of 6)

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.92
Worst Case Delay13.52
Worst Case LOSB
Approach
Movement L1 T L1 R1 T R1
Base Volume 7.00 346.00 33.00 17.00 321.00 8.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 7.61 376.09 35.87 18.48 348.91 8.70
Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 7.61 35.87 18.48
Conflicting Volume (Veh) 357.61 556.52 178.80
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 357.61 556.52 178.80
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1212.25 465.49 839.57
Capacity 1212.25 462.22 839.57
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 7.61 376.09 35.87 18.48 348.91 8.70
cmx, Capacity 1212.25 462.22 839.57
V / C 0.01 0.08 0.02
d, Delay 7.99 13.52 10.02

LOS A B B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2
Movements L1, R1 T, R1
vx, Volume 7.61 188.04 188.04 54.35 178.80 178.80
Flared Storage Size
cmx, Capacity 545.60
V / C 0.10
Q95, 95% Queue Length 0.33
d, Delay 12.33
LOS B
dA, Approach Delay 12.33
Approach LOS B
B

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.16 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

0.16 12.33 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 1042: Hollister & Santa Babara Shores
Volume and Adjustments
E (Major) S W (Major)

Page 73 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay3.65
Worst Case Delay22.03
Worst Case LOSC
Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
Base Volume 89.00 3.00 19.00 247.00 148.00 3.00 0.00 13.00 77.00 212.00 4.00 PHF, Peak-hour factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 V, Adjusted Volume 89.00 3.00 19.00 247.00 148.00 3.00 0.00 13.00 77.00 212.00 4.00 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 1 1 4 3 2 2 1 1
vx, Volume 89.00 3.00 19.00 3.00 0.00 13.00 77.00
Conflicting Volume (Veh) 733.50 729.00 216.00 728.50 801.00 214.00 395.00 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 733.50 729.00 216.00 728.50 801.00 214.00 395.00 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 338.58 352.11 1365.81 341.20 320.01 831.05 1174.55 Capacity 302.83 319.94 1365.81 307.38 290.77 831.05 1174.55 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
vx, Volume 89.00 3.00 19.00 247.00 148.00 3.00 0.00 13.00 77.00 212.00 4.00 cmx, Capacity 302.83 319.94 1365.81 307.38 290.77 831.05 1174.55 V / C 0.29 0.01 0.01 0.01 0.00 0.02 0.07
d, Delay 22.03 21.40 7.66 16.86 17.53 9.48 8.16

LOS C C A C C A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major) S W (Major)
Lane Lane 1 Lane 1 Lane 1 Lane 1
Movements L1, T L1, T, R1L1, T, R1L1, T, R1
vx, Volume 92.00 414.00 16.00 293.00
Flared Storage Size
cmx, Capacity 303.36 1674.52 629.85 1793.36
V / C 0.30 0.25 0.03 0.16
Q95, 95% Queue Length 1.29 0.03 0.08 0.13
d, Delay 22.01 7.66 10.86 8.16

LOS C B
dA, Approach Delay 22.01 0.35 10.86 2.14
Approach LOS C B
Delay and Level of Service by Lane
C B

0.14 0.61

0.00 Delay and Level of Service by Movement

22.01 0.35 10.86 2.14
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 1141: Sperling Preserve/Ellwood Dwy & Hollister Ave Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 74 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.04
Worst Case Delay10.1
Worst Case LOSB
Approach
Movement L1 T L1 R1 T R1
Base Volume 37.00 78.00 1.00 18.00 82.00 1.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 40.22 84.78 1.09 19.57 89.13 1.09
Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 40.22 1.09 19.57
Conflicting Volume (Veh) 90.22 254.89 89.67
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 90.22 254.89 89.67
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1517.66 738.14 973.74
Capacity 1517.66 717.61 973.74
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.10 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 40.22 84.78 1.09 19.57 89.13 1.09
cmx, Capacity 1517.66 717.61 973.74
V / C 0.03 0.00 0.02
d, Delay 7.42 10.10 8.78

LOS A B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N (Major) E S (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
vx, Volume 125.00 20.65 90.22
Flared Storage Size
cmx, Capacity 1800.00 955.79
V / C 0.07 0.02
Q95, 95% Queue Length 0.07 0.07
d, Delay 7.42 8.85
LOS A
dA, Approach Delay 2.39 8.85 0.00
Approach LOS A
Delay and Level of Service by Lane
A

0.21 0.00
Delay and Level of Service by Movement
N (Major) E S (Major)

2.39 8.85 0.00
Critical Headway and Follow Up Headway
N (Major) E S (Major)

0.00 0.00 0.00
N (Major) E S (Major)
Capacity of Movements below Rank 1
N (Major) E S (Major)
Pedestrians
Node 1182: Ward & Ekwill
Volume and Adjustments
N (Major) E S (Major)

Page 75 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.256
Loss Time 0
Cycle Length 100
Adj V/C 0.356
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 44 9 17 65 419 66 14 12 49 19 485 17
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 11 2 4 16 105 17 4 3 12 5 121 4
Adjusted Volume 44 9 17 65 419 66 14 12 49 19 485 17
Approach
Lane Group C R L C C R L C
ID 659 660 656 657 664 665 661 662
Lanes LT R L T, RT LT R L T, RT
Volume 53 17 65 485 26 49 19 502
Approach
Lane Group 659 660 656 657 664 665 661 662
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 44 9 17 65 419 66 14 12 49 19 485 17
Volume / Saturation Flow Rate 0.028 0.033 0.011 0.041 0.152 0.152 0.009 0.016 0.031 0.012 0.157 0.157 Overlap adjusted Volume / Saturation Flow Rate 0.028 0.033 0.011 0.041 0.152 0.152 0.009 0.016 0.031 0.012 0.157 0.157 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 151: Cathedral Oaks & Kellogg
Volume and Adjustments by Movement

N E S W

Page 1 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.357
Loss Time 0
Cycle Length 100
Adj V/C 0.457
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 110 17 59 38 652 106 18 9 66 16 477 17
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 28 4 15 10 163 27 5 2 17 4 119 4
Adjusted Volume 110 17 59 38 652 106 18 9 66 16 477 17
Approach
Lane Group C R L C C R L C
ID 1315 1316 1312 1313 1320 1321 1317 1318
Lanes LT R L T, RT LT R L T, RT
Volume 127 59 38 758 27 66 16 494
Approach
Lane Group 1315 1316 1312 1313 1320 1321 1317 1318
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 110 17 59 38 652 106 18 9 66 16 477 17
Volume / Saturation Flow Rate 0.069 0.079 0.037 0.024 0.237 0.237 0.011 0.017 0.041 0.010 0.154 0.154 Overlap adjusted Volume / Saturation Flow Rate 0.069 0.079 0.037 0.024 0.237 0.237 0.011 0.017 0.041 0.010 0.154 0.154 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 151: Cathedral Oaks & Kellogg
Volume and Adjustments by Movement

N E S W

Page 1 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.42
Worst Case Delay42.01
Worst Case LOSE
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 4.00 2.00 1.00 49.00 608.00 7.00 8.00 0.00 51.00 10.00 490.00 17.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 4.35 2.17 1.09 53.26 660.87 7.61 8.70 0.00 55.43 10.87 532.61 18.48 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 4.35 2.17 1.09 53.26 8.70 0.00 55.43 10.87
Conflicting Volume (Veh) 1362.501344.02 664.67 551.09 1336.411338.59 541.85 668.48 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1362.501344.02 664.67 551.09 1336.411338.59 541.85 668.48 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 126.35 153.10 463.72 1028.93 131.70 154.26 544.39 930.97 Capacity 102.37 138.11 463.72 1028.93 116.83 139.15 544.39 930.97 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 4.35 2.17 1.09 53.26 660.87 7.61 8.70 0.00 55.43 10.87 532.61 18.48 cmx, Capacity 102.37 138.11 463.72 1028.93 116.83 139.15 544.39 930.97 V / C 0.04 0.02 0.00 0.05 0.07 0.00 0.10 0.01
d, Delay 42.01 32.91 14.61 8.69 37.93 32.99 13.73 8.91

LOS E D B A E D B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 7.61 53.26 668.48 64.13 10.87 551.09
Flared Storage Size
cmx, Capacity 125.64 363.85
V / C 0.06 0.18
Q95, 95% Queue Length 0.19 0.64
d, Delay 35.50 17.01

LOS E C
dA, Approach Delay 35.50 17.01
Approach LOS E C

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

0.64 0.17
E C

0.00 0.00
Delay and Level of Service by Movement

35.50 0.64 17.01 0.17
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 164: Cathedral Oaks & La Patera
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 2 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay3.01
Worst Case Delay46.26
Worst Case LOSE
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 10.00 1.00 4.00 23.00 597.00 11.00 52.00 4.00 21.00 3.00 442.00 98.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 10.87 1.09 4.35 25.00 648.91 11.96 56.52 4.35 22.83 3.26 480.43 106.52 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 10.87 1.09 4.35 25.00 56.52 4.35 22.83 3.26
Conflicting Volume (Veh) 1247.281298.37 654.89 586.96 1247.831251.09 533.70 660.87 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1247.281298.37 654.89 586.96 1247.831251.09 533.70 660.87 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 151.68 163.07 469.70 997.99 151.55 174.04 550.20 937.03 Capacity 137.48 158.15 469.70 997.99 144.65 168.79 550.20 937.03 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 10.87 1.09 4.35 25.00 648.91 11.96 56.52 4.35 22.83 3.26 480.43 106.52 cmx, Capacity 137.48 158.15 469.70 997.99 144.65 168.79 550.20 937.03 V / C 0.08 0.01 0.01 0.03 0.39 0.03 0.04 0.00
d, Delay 33.39 29.97 14.87 8.70 46.26 42.70 27.92 8.85

LOS D D B A E E D A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S W (Major)
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 1
Movements L1, T, R1 T, R1 L1, T, R1L1, T, R1
vx, Volume 16.30 25.00 660.87 83.70 590.22
Flared Storage Size
cmx, Capacity 171.27 182.74 1736.95
V / C 0.10 0.46 0.34
Q95, 95% Queue Length 0.31 2.42 0.01
d, Delay 28.23 41.07 8.85

LOS D E
dA, Approach Delay 28.23 41.07 0.05
Approach LOS D E

0.32 0.00

0.00 Delay and Level of Service by Movement

0.05 Delay and Level of Service by Lane
E (Major)

28.23 0.32 41.07 0.05
D E
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 169: Carlo Dr & Cathedral Oaks Rd
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 3 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.429
Loss Time 0
Cycle Length 100
Adj V/C 0.529
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 47 57 19 281 489 33 81 45 160 14 275 122
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 12 14 5 70 122 8 20 11 40 4 69 31
Adjusted Volume 47 57 19 281 489 33 81 45 160 14 275 122 Approach
Lane Group L C L C L C L C
ID 1328 1329 1325 1326 1334 1335 1331 1332
Lanes L T, RT L T, RT L T, RT L T, RT
Volume 47 76 281 522 81 205 14 397
Approach
Lane Group 1328 1329 1325 1326 1334 1335 1331 1332
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 2 1 2 1 2
Saturation Flow Rate 1600 3200 1600 3200 1600 3200 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 47 57 19 281 489 33 81 45 160 14 275 122
Volume / Saturation Flow Rate 0.029 0.024 0.024 0.176 0.163 0.163 0.051 0.064 0.064 0.009 0.124 0.124 Overlap adjusted Volume / Saturation Flow Rate 0.029 0.024 0.024 0.176 0.163 0.163 0.051 0.064 0.064 0.009 0.124 0.124 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 171: Cathedral Oaks & Fairview
Volume and Adjustments by Movement

N E S W

Page 4 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.326
Loss Time 0
Cycle Length 100
Adj V/C 0.426
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 29 9 88 45 721 17 33 11 38 31 477 29
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 7 2 22 11 180 4 8 3 10 8 119 7
Adjusted Volume 29 9 88 45 721 17 33 11 38 31 477 29
Approach
Lane Group C R L C C R L C
ID 1340 1341 1337 1338 1345 1346 1342 1343
Lanes LT R L T, RT LT R L T, RT
Volume 38 88 45 738 44 38 31 506
Approach
Lane Group 1340 1341 1337 1338 1345 1346 1342 1343
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 29 9 88 45 721 17 33 11 38 31 477 29
Volume / Saturation Flow Rate 0.018 0.024 0.055 0.028 0.231 0.231 0.021 0.028 0.024 0.019 0.158 0.158 Overlap adjusted Volume / Saturation Flow Rate 0.018 0.024 0.055 0.028 0.231 0.231 0.021 0.028 0.024 0.019 0.158 0.158 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 173: Cathedral Oaks & Cambridge
Volume and Adjustments by Movement

N E S W

Page 5 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay8.33
Worst Case Delay64.42
Worst Case LOSF
Approach
Movement L1 T L1 R1 T R1
Base Volume 173.00 418.00 81.00 84.00 360.00 168.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 188.04 454.35 88.04 91.30 391.30 182.61 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 188.04 88.04 91.30
Conflicting Volume (Veh) 573.91 1221.74 391.30
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 573.91 1221.74 391.30
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1009.14 200.28 661.72
Capacity 1009.14 150.36 661.72
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.10 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 188.04 454.35 88.04 91.30 391.30 182.61
cmx, Capacity 1009.14 150.36 661.72
V / C 0.19 0.59 0.14
d, Delay 9.38 64.42 45.92

LOS A F E
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements L1, R1
vx, Volume 188.04 454.35 179.35 391.30 182.61
Flared Storage Size
cmx, Capacity 247.88
V / C 0.72
Q95, 95% Queue Length 6.59
d, Delay 55.00
LOS F
dA, Approach Delay 55.00
Approach LOS F
F

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

2.75 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

2.75 55.00 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 195: Cathedral Oaks & Los Carneros
Volume and Adjustments
E (Major) S W (Major)

Page 6 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay68
Worst Case Delay283.48
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 6.00 315.00 136.00 6.00 3.00 4.00 319.00 201.00 7.00 48.00 2.00 301.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 6.52 342.39 147.83 6.52 3.26 4.35 346.74 218.48 7.61 52.17 2.17 327.17 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 2 1 1 4 3 2 2 1 1 4 3 2
vx, Volume 6.52 6.52 3.26 4.35 346.74 52.17 2.17 327.17 Conflicting Volume (Veh) 226.09 1101.091419.02 113.04 490.22 1233.701348.91 245.11 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 226.09 1101.091419.02 113.04 490.22 1233.701348.91 245.11 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1354.29 169.01 137.98 924.70 1083.53 135.12 152.07 761.44 Capacity 1354.29 59.84 86.91 924.70 1083.53 82.68 95.79 761.44 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.50 6.90 4.10 7.50 6.50 6.90 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.00 0.20 0.20 0.10 0.00 0.20 0.20 0.10 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 4.10 7.50 6.50 6.90 4.10 7.50 6.50 6.90 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00 3.30 2.20 3.50 4.00 3.30 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 2.20 3.50 4.00 3.30 2.20 3.50 4.00 3.30 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 6.52 342.39 147.83 6.52 3.26 4.35 346.74 218.48 7.61 52.17 2.17 327.17 cmx, Capacity 1354.29 59.84 86.91 924.70 1083.53 82.68 95.79 761.44 V / C 0.00 0.11 0.04 0.00 0.32 0.63 0.02 0.43
d, Delay 7.67 71.99 53.25 15.73 9.88 283.48 277.53 244.67

LOS A F F C A F F F
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach E W
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 1
Movements T, R1 L1, T, R1 T, R1 L1, T, R1
vx, Volume 6.52 245.11 245.11 14.13 346.74 226.09 381.52 Flared Storage Size
cmx, Capacity 93.45 352.16
V / C 0.15 1.08
Q95, 95% Queue Length 0.53 32.36
d, Delay 50.36 250.17

LOS F F
dA, Approach Delay 50.36 250.17
Approach LOS F F

0.00 Delay and Level of Service by Lane
N (Major) S (Major)

0.10 5.98
F F

0.00 0.00
Delay and Level of Service by Movement

0.10 50.36 5.98 250.17
N (Major) E S (Major) W
N (Major) E S (Major) W
Critical Headway and Follow Up Headway
N (Major) E S (Major) W

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 203: Stow Canyon & Fairview
Volume and Adjustments
N (Major) E S (Major) W
Pedestrians
N (Major) E S (Major) W

Page 7 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.325
Loss Time 0
Cycle Length 100
Adj V/C 0.425
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 29 634 6 86 8 49 6 544 44 9 1 24
PHF 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 Peak 15 Volume 8 172 2 23 2 13 2 148 12 2 0 7
Adjusted Volume 32 689 7 93 9 53 7 591 48 10 1 26
Approach E W
Lane Group L C C L C C
ID 1371 1372 1370 1375 1376 1374
Lanes L T, RT LTR L T, RT LTR
Volume 32 696 155 7 639 37
Approach E W
Lane Group 1371 1372 1370 1375 1376 1374
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 1
Saturation Flow Rate 1600 3200 1600 1600 3200 1600
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 32 689 7 93 9 53 7 591 48 10 1 26
Volume / Saturation Flow Rate 0.020 0.217 0.217 0.058 0.097 0.097 0.004 0.200 0.200 0.006 0.023 0.023 Overlap adjusted Volume / Saturation Flow Rate 0.020 0.217 0.217 0.058 0.097 0.097 0.004 0.200 0.200 0.006 0.023 0.023 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
Volume and Adjustments by Lane Group
N S
Saturation Flow Rate
N S
Node 204: Fairview & Berkeley
Volume and Adjustments by Movement

N E S W

Page 8 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.65
Worst Case Delay36.32
Worst Case LOSE
Approach
Movement T R1 L1 T L1 R1
Base Volume 695.00 54.00 38.00 539.00 60.00 57.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 755.43 58.70 41.30 585.87 65.22 61.96 Approach
Movement T R1 L1 T L1 R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement T R1 L1 T L1 R1
Rank 1 1 2 1 3 2
vx, Volume 41.30 65.22 61.96
Conflicting Volume (Veh) 814.13 1160.33 407.07
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 814.13 1160.33 407.07
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 821.80 191.67 599.04
Capacity 821.80 180.16 599.04
Approach
Movement T R1 L1 T L1 R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement T R1 L1 T L1 R1
vx, Volume 755.43 58.70 41.30 585.87 65.22 61.96
cmx, Capacity 821.80 180.16 599.04
V / C 0.05 0.36 0.10
d, Delay 9.61 36.32 22.35

LOS A E C
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 3 Lane 1
Movements T, R1 L1, R1
vx, Volume 407.07 407.07 41.30 292.93 292.93 127.17
Flared Storage Size
cmx, Capacity 273.25
V / C 0.47
Q95, 95% Queue Length 2.52
d, Delay 29.51
LOS D
dA, Approach Delay 29.51
Approach LOS D
D

0.00 0.00
Delay and Level of Service by Lane
N (Major) S (Major)

0.00 0.63
Delay and Level of Service by Movement
N (Major) S (Major) W

0.00 0.63 29.51
Critical Headway and Follow Up Headway
N (Major) S (Major) W

0.00 0.00 0.00
N (Major) S (Major) W
Capacity of Movements below Rank 1
N (Major) S (Major) W
Pedestrians
Node 240: Fairview & Shirrell Way
Volume and Adjustments
N (Major) S (Major) W

Page 9 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.302
Loss Time 0
Cycle Length 100
Adj V/C 0.402
Approach
Movement L1 T L1 R1 T R1
Base Volume 113 632 61 83 512 61
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 28 158 15 21 128 15
Adjusted Volume 113 632 61 83 512 61
Approach S
Lane Group L C L R C
ID 1380 1381 1378 1379 1383
Lanes L T, T L R T, RT
Volume 113 632 61 83 573
Approach S
Lane Group 1380 1381 1378 1379 1383
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 2 1 1 2
Saturation Flow Rate 1600 3200 1600 1600 3200
Approach
Movement L1 T L1 R1 T R1
Volume 113 632 61 83 512 61
Volume / Saturation Flow Rate 0.071 0.198 0.038 0.052 0.179 0.179 Overlap adjusted Volume / Saturation Flow Rate 0.071 0.198 0.038 0.052 0.179 0.179 Critical Movement Y Y Y
N E S
N E
Saturation Flow Rate
N E
Capacity Analysis
Volume and Adjustments by Lane Group
Node 241: Encina & Fairview
Volume and Adjustments by Movement
N E S

Page 10 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay3.91
Worst Case Delay12.9
Worst Case LOSB
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 13.00 2.00 6.00 64.00 68.00 2.00 20.00 1.00 69.00 3.00 124.00 56.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 14.13 2.17 6.52 69.57 73.91 2.17 21.74 1.09 75.00 3.26 134.78 60.87 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 14.13 2.17 6.52 69.57 21.74 1.09 75.00 3.26
Conflicting Volume (Veh) 422.83 415.22 73.91 195.65 359.78 356.52 134.78 76.09 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 422.83 415.22 73.91 195.65 359.78 356.52 134.78 76.09 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 544.86 530.87 993.42 1389.35 599.54 572.61 919.45 1535.69 Capacity 472.30 502.00 993.42 1389.35 560.90 541.47 919.45 1535.69 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 14.13 2.17 6.52 69.57 73.91 2.17 21.74 1.09 75.00 3.26 134.78 60.87 cmx, Capacity 472.30 502.00 993.42 1389.35 560.90 541.47 919.45 1535.69 V / C 0.03 0.00 0.01 0.05 0.04 0.00 0.08 0.00
d, Delay 12.90 12.45 8.90 7.73 12.05 12.28 9.54 7.35

LOS B B A A B B A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 L1, T, R1
vx, Volume 22.83 69.57 73.91 2.17 97.83 3.26 134.78 60.87 Flared Storage Size
cmx, Capacity 559.27 799.66
V / C 0.04 0.12
Q95, 95% Queue Length 0.13 0.42
d, Delay 11.71 10.13

LOS B B
dA, Approach Delay 11.71 10.13
Approach LOS B B

3.69 0.12

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

11.71 3.69 10.13 0.12
B B
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 273: Cathedral Oaks & Brandon
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 11 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.339
Loss Time 0
Cycle Length 100
Adj V/C 0.439
Approach N
Movement L1 T L1 R1 T R1
Base Volume 140 189 17 153 250 83
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 35 47 4 38 63 21
Adjusted Volume 140 189 17 153 250 83
Approach N
Lane Group L C L R C R
ID 1423 1424 1427 1428 1425 1426
Lanes L T L R T R
Volume 140 189 17 153 250 83
Approach N
Lane Group 1423 1424 1427 1428 1425 1426
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 1 1 1
Saturation Flow Rate 1600 1600 1600 1600 1600 1600
Approach N
Movement L1 T L1 R1 T R1
Volume 140 189 17 153 250 83
Volume / Saturation Flow Rate 0.088 0.118 0.011 0.096 0.156 0.052 Overlap adjusted Volume / Saturation Flow Rate 0.088 0.118 0.011 0.096 0.156 0.052 Critical Movement Y Y Y
Capacity Analysis
E S W
E S W
Saturation Flow Rate
E S W
Volume and Adjustments by Lane Group
Node 276: Cathedral Oaks & Alameda
Volume and Adjustments by Movement
E S W

Page 12 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.579
Loss Time 0
Cycle Length 100
Adj V/C 0.679
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 42 110 48 78 352 14 272 55 84 36 418 200
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 11 28 12 20 88 4 68 14 21 9 105 50
Adjusted Volume 42 110 48 78 352 14 272 55 84 36 418 200 Approach
Lane Group L C L C R L C R L C R
ID 1435 1436 1432 1433 1434 1429 1430 1431 1437 1438 1439 Lanes L RT L T R L T R L T R
Volume 42 158 78 352 14 272 55 84 36 418 200
Approach
Lane Group 1435 1436 1432 1433 1434 1429 1430 1431 1437 1438 1439 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 1 1 1 1 1 1 1 1
Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 42 110 48 78 352 14 272 55 84 36 418 200
Volume / Saturation Flow Rate 0.026 0.099 0.099 0.049 0.220 0.009 0.170 0.034 0.053 0.023 0.261 0.125 Overlap adjusted Volume / Saturation Flow Rate 0.026 0.099 0.099 0.049 0.220 0.009 0.170 0.034 0.053 0.023 0.261 0.125 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 277: Cathedral Oaks & Glen Anne
Volume and Adjustments by Movement

N E S W

Page 13 of 75 ends

Control Type Roundabout
Method HCM 7th Edition
Average Delay 7.54
Average LOS A
Worst Case Delay9.4
Worst Case LOSA
Approach
Movement L1 T L1 R1 T R1
Base Volume (veh/h) 38.00 380.00 323.00 14.00 202.00 297.00 PHF 0.92 0.92 0.92 0.92 0.92 0.92
Volume, Lane Flow Rate (veh/h) 41.30 413.04 351.09 15.22 219.57 322.83 Approach N E S
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
Volume, Lane Flow Rate (veh/h) 454.348366.304542.391
P_T, Share of Heavy Vehicles 0.00 0.00 0.00
f_HV, Heavy-Vehicle Adjustment Factor 1.000 1.000 1.000 Adjusted Volume (pc/h) 454.348366.304542.391
De-Facto Movements L1, T L1, R1 T, R1
Is Bypass Lane
Uses Bypass
Bypass Type
Bypass Volume (pc/h) 0.000 0.000 0.000
Non-Bypass Volume (pc/h) 454.348366.304542.391
Approach N E S
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
v_e, Entry Volume (pc/h) 454.35 366.30 542.39
v_bypass, Bypass Volume (pc/h)
t_f, Follow Up Headway
t_c, Critical Headway
A, Capacity Calibration Factor 1380.001380.001380.00
B, Capacity Calibration Factor 0.001020.001020.00102
v_c, Conflicting Volume (pc/h) 351.09 219.57 41.30
v_ex,pce, Conflicting Volume for Bypass Lane (pc/h)
c_pce, Capacity (pc/h) 964.62 1103.101323.07
n_ped, Conflicting Pedestrian Volume 0.00 0.00 0.00
f_ped, Pedestrian Adjustment Factor 1.000 1.000 1.000
P_T, Share of Heavy Vehicles 0.00 0.00 0.00
f_HV, Heavy-Vehicle Adjustment Factor 1.000 1.000 1.000 Proportion of CAVs 0.000 0.000 0.000
c, Capacity (veh/h) 964.62 1103.101323.07
Approach N E S
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
v, Volume, Lane Flow Rate (veh/h) 454.35 366.30 542.39
c, Capacity (veh/h) 964.62 1103.101323.07
x, Volume-to-Capacity Ratio 0.47 0.33 0.41
Q_95, 95% Queue Length (veh) 2.64 1.49 2.07
d, Delay (s/veh) 9.40 6.54 6.66

LOS A A A
Approach Delay (s/veh) 9.40 6.54 6.66
Approach LOS A A A
Approach
Movement L1 T L1 R1 T R1
v, Volume, Lane Flow Rate (veh/h) 41.30 413.04 351.09 15.22 219.57 322.83 c, Capacity (veh/h) 964.62 964.62 1103.101103.101323.071323.07 x, Volume-to-Capacity Ratio 0.04 0.43 0.32 0.01 0.17 0.24 d, Delay (s/veh) 9.40 9.40 6.54 6.54 6.66 6.66

LOS A A A A A A
Approach Delay (s/veh)
Approach LOS

9.40 6.54 6.66
A A A
Capacity
Delay and Level of Service by Lane
Delay and Level of Service by Movement
N E S
Volume
Node 279:Calle Real & Los Caneros
Volume by Movement
N E S

Page 14 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.11
Worst Case Delay12.37
Worst Case LOSB
Approach
Movement L1 R1 T R1 L1 T
Base Volume 63.00 20.00 187.00 64.00 12.00 168.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 68.48 21.74 203.26 69.57 13.04 182.61 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 68.48 21.74 13.04
Conflicting Volume (Veh) 446.74 238.04 272.83
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 446.74 238.04 272.83
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 573.09 805.87 1302.08
Capacity 566.70 805.87 1302.08
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.10 6.20 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.40 6.20 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 68.48 21.74 203.26 69.57 13.04 182.61
cmx, Capacity 566.70 805.87 1302.08
V / C 0.12 0.03 0.01
d, Delay 12.37 10.49 7.78

LOS B B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, R1 T, R1 L1, T
vx, Volume 90.22 272.83 195.65
Flared Storage Size
cmx, Capacity 610.35 1800.00
V / C 0.15 0.11
Q95, 95% Queue Length 0.52 0.02
d, Delay 11.92 7.78
LOS B
dA, Approach Delay 11.92 0.00 0.52
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.09
Delay and Level of Service by Movement
N E (Major) W (Major)

11.92 0.00 0.52
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 280: Calle Real & La Patera
Volume and Adjustments
N E (Major) W (Major)

Page 15 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.38
Worst Case Delay19.65
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 54.00 59.00 358.00 16.00 70.00 439.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 58.70 64.13 389.13 17.39 76.09 477.17 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 58.70 64.13 76.09
Conflicting Volume (Veh) 788.59 203.26 406.52
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 788.59 203.26 406.52
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 332.07 809.89 1163.16
Capacity 307.03 809.89 1163.16
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.50 6.90 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.80 6.90 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 58.70 64.13 389.13 17.39 76.09 477.17
cmx, Capacity 307.03 809.89 1163.16
V / C 0.19 0.08 0.07
d, Delay 19.65 12.37 8.31

LOS C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)
Lane Lane 1 Lane 1 Lane 1 Lane 2 Lane 3
Movements L1, R1 T, R1
vx, Volume 122.83 406.52 76.09 238.59 238.59
Flared Storage Size
cmx, Capacity 454.31
V / C 0.27
Q95, 95% Queue Length 1.10
d, Delay 15.85
LOS C
dA, Approach Delay 15.85 0.00
Approach LOS C
Delay and Level of Service by Lane
W (Major)

1.14 C

0.00 0.00
Delay and Level of Service by Movement
N E (Major) W (Major)

15.85 0.00 1.14
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 282: Calle Real & Carlo Dr
Volume and Adjustments
N E (Major) W (Major)

Page 16 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.632
Loss Time 0
Cycle Length 100
Adj V/C 0.732
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 88 524 83 184 166 82 267 468 185 45 146 349 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 22 131 21 46 42 21 67 117 46 11 37 87
Adjusted Volume 88 524 83 184 166 82 267 468 185 45 146 349 Approach
Lane Group L C L C C R L C R
ID 1446 1447 1443 1445 1440 1442 1449 1450 1451
Lanes L T, RT L, L RT LT, T R L T R
Volume 88 607 184 248 735 185 45 146 349
Approach
Lane Group 1446 1447 1443 1445 1440 1442 1449 1450 1451 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 2 1 2 1 1 1 1
Saturation Flow Rate 1600 3200 3200 1600 3200 1600 1600 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 88 524 83 184 166 82 267 468 185 45 146 349
Volume / Saturation Flow Rate 0.055 0.190 0.190 0.058 0.155 0.155 0.167 0.230 0.116 0.028 0.091 0.218 Overlap adjusted Volume / Saturation Flow Rate 0.055 0.190 0.190 0.058 0.155 0.155 0.167 0.230 0.116 0.028 0.091 0.218 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 288: Calle Real & Fairview
Volume and Adjustments by Movement

N E S W

Page 17 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.629
Loss Time 0
Cycle Length 100
Adj V/C 0.729
Approach N S
Movement T T R1 L1 R1
Base Volume 137 662 519 415 120
PHF 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 34 166 130 104 30
Adjusted Volume 137 662 519 415 120
Approach N S
Lane Group C C R L R
ID 1454 1452 1453 1455 1457
Lanes T T R L, L R
Volume 137 662 519 415 120
Approach N S
Lane Group 1454 1452 1453 1455 1457
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 1 2 1
Saturation Flow Rate 1600 1600 1600 3200 1600
Approach N S
Movement T T R1 L1 R1
Volume 137 662 519 415 120
Volume / Saturation Flow Rate 0.086 0.414 0.324 0.130 0.075 Overlap adjusted Volume / Saturation Flow Rate 0.086 0.414 0.324 0.130 0.075 Critical Movement Y Y Y
Saturation Flow Rate
E W
Capacity Analysis
E W
E W
Node 289: Fairview & US 101 NB Ramps
Volume and Adjustments by Movement
E W
Volume and Adjustments by Lane Group

Page 18 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.304
Loss Time 0
Cycle Length 100
Adj V/C 0.404
Approach
Movement L1 R1 T R1 L1 T
Base Volume 178 85 424 110 42 385
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 45 21 106 28 11 96
Adjusted Volume 178 85 424 110 42 385
Approach E
Lane Group L R C L C
ID 1460 1461 1458 1462 1463
Lanes L R T, RT L T, T
Volume 178 85 534 42 385
Approach E
Lane Group 1460 1461 1458 1462 1463
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 2 1 2
Saturation Flow Rate 1600 1600 3200 1600 3200
Approach
Movement L1 R1 T R1 L1 T
Volume 178 85 424 110 42 385
Volume / Saturation Flow Rate 0.111 0.053 0.167 0.167 0.026 0.120 Overlap adjusted Volume / Saturation Flow Rate 0.111 0.053 0.167 0.167 0.026 0.120 Critical Movement Y Y Y
N E W
N W
Saturation Flow Rate
N W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 296: Calle Real & Kellogg
Volume and Adjustments by Movement
N E W

Page 19 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.489
Loss Time 0
Cycle Length 100
Adj V/C 0.589
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 50 1001 159 22 4 48 41 958 41 113 2 16
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 13 250 40 6 1 12 10 240 10 28 1 4
Adjusted Volume 50 1001 159 22 4 48 41 958 41 113 2 16
Approach
Lane Group L C C R L C C R
ID 1467 1468 1465 1466 1472 1473 1470 1471
Lanes L T, RT LT R L T, RT LT R
Volume 50 1160 26 48 41 999 115 16
Approach
Lane Group 1467 1468 1465 1466 1472 1473 1470 1471
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 1 2 1 1
Saturation Flow Rate 1600 3200 1600 1600 1600 3200 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 50 1001 159 22 4 48 41 958 41 113 2 16
Volume / Saturation Flow Rate 0.031 0.362 0.363 0.014 0.016 0.030 0.026 0.312 0.312 0.071 0.072 0.010 Overlap adjusted Volume / Saturation Flow Rate 0.031 0.362 0.363 0.014 0.016 0.030 0.026 0.312 0.312 0.071 0.072 0.010 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 305: Patterson & Overpass
Volume and Adjustments by Movement

N E S W

Page 20 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS E
Critical V/C 0.923
Loss Time 0
Cycle Length 100
Adj V/C 1.023
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 613 755 707 414 191 6 443
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 153 189 177 104 48 2 111
Adjusted Volume 613 755 707 414 191 6 443
Approach E W
Lane Group L C C R C
ID 1475 1476 1479 1481 1477
Lanes L T T, T R L, LTR
Volume 613 755 707 414 640
Approach E W
Lane Group 1475 1476 1479 1481 1477
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 2 1 2
Saturation Flow Rate 1600 1600 3200 1600 3200
Approach E
Movement L1 T T R1 L1 T R1
Volume 613 755 707 414 191 6 443
Volume / Saturation Flow Rate 0.383 0.472 0.221 0.259 0.060 0.200 0.200 Overlap adjusted Volume / Saturation Flow Rate 0.383 0.472 0.221 0.259 0.060 0.200 0.200 Critical Movement Y Y Y
N S W
N S
Saturation Flow Rate
N S
Capacity Analysis
Volume and Adjustments by Lane Group
Node 306: Patterson & US 101 SB Ramps
Volume and Adjustments by Movement
N S W

Page 21 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.647
Loss Time 0
Cycle Length 100
Adj V/C 0.747
Approach W
Movement T R1 L1 T R1 L1 T
Base Volume 921 456 436 21 379 300 598
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 230 114 109 5 95 75 150
Adjusted Volume 921 456 436 21 379 300 598
Approach E W
Lane Group C R C L C
ID 1492 1495 1489 1496 1497
Lanes T, T, T R L, LTR, R L T, T
Volume 921 456 836 300 598
Approach E W
Lane Group 1492 1495 1489 1496 1497
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 3 1 3 1 2
Saturation Flow Rate 4800 1600 4800 1600 3200
Approach W
Movement T R1 L1 T R1 L1 T
Volume 921 456 436 21 379 300 598
Volume / Saturation Flow Rate 0.192 0.285 0.136 0.174 0.174 0.188 0.187 Overlap adjusted Volume / Saturation Flow Rate 0.192 0.285 0.136 0.174 0.174 0.188 0.187 Critical Movement Y Y Y
Volume and Adjustments by Lane Group
Node 307: Patterson & US 101 NB Ramp
Volume and Adjustments by Movement
N E S
N E S
N S
Saturation Flow Rate
N S
Capacity Analysis

Page 22 of 75 ends

Control Type AWSC
Method HCM 7th Edition
Average Delay 9.03
Average LOS A
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 26.00 10.00 50.00 8.00 123.00 6.00 71.00 18.00 44.00 3.00 103.00 12.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 Flow Rate 28.26 10.87 54.35 8.70 133.70 6.52 77.17 19.57 47.83 3.26 111.96 13.04 Geometry Group
Approach N
Lanes Lane 1 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Total Lane Flow Rate 93.48 8.70 140.22 96.74 47.83 3.26 125.00 Left Turn Flow Rate 28.26 8.70 0.00 77.17 0.00 3.26 0.00 Right Turn Flow Rate 54.35 0.00 6.52 0.00 47.83 0.00 13.04 PLT, Proportion LT 0.30 1.00 0.00 0.80 0.00 1.00 0.00
PRT, Proportion RT 0.58 0.00 0.05 0.00 1.00 0.00 0.10
PHV, Proportion HV 0.00 0.00 0.00 0.00 0.00 0.00 0.00
hLT,adj, Headway adjustment for left turns 0.20
hRT,adj, Headway adjustment for right turns -0.60
hHV,adj, Headway adjustment for heavy vehicles 1.70
hadj, Headway adjustment -0.29 0.50 -0.03 0.40 -0.70 0.50 -0.07 Approach N
Lanes Lane 1 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Total Lane Flow Rate 93.48 8.70 140.22 96.74 47.83 3.26 125.00 hd initial 3.20 3.20 3.20 3.20 3.20 3.20 3.20
x initial 0.08 0.01 0.12 0.09 0.04 0.00 0.11
hd, iteration 1 4.78 5.47 4.94 5.40 4.30 5.48 4.91
Difference, iteration 1 1.58 2.27 1.74 2.20 1.10 2.28 1.71 hd, iteration 2 5.09 5.73 5.20 5.68 4.58 5.75 5.18
Difference, iteration 2 0.31 0.26 0.26 0.27 0.27 0.27 0.27 hd, iteration 3 5.13 5.77 5.24 5.72 4.62 5.80 5.22
Difference, iteration 3 0.05 0.04 0.04 0.04 0.04 0.04 0.04 Convergence Y Y Y Y Y Y Y
hd final, Departure Headway 5.13 5.77 5.24 5.72 4.62 5.80 5.22 x final, Degree of Utilization 0.13 0.01 0.20 0.15 0.06 0.01 0.18 Approach N
Lanes Lane 1 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Total Lane Flow Rate 93.48 8.70 140.22 96.74 47.83 3.26 125.00 hd, Departure Headway 5.13 5.77 5.24 5.72 4.62 5.80 5.22 x, Degree of Utilization 0.13 0.01 0.20 0.15 0.06 0.01 0.18 m, Move Up Time 2.00 2.30 2.30 2.30 2.30 2.30 2.30
ts, Service Time 3.13 3.47 2.94 3.42 2.32 3.50 2.92
Capacity 701.18 623.42 686.57 629.09 779.00 620.41 688.96 Delay 8.92 8.56 9.28 9.46 7.62 8.53 9.07

LOS A A A A A A A
Q95, 95% Queue Length 0.46 0.04 0.77 0.54 0.20 0.02 0.66 Approach Delay 8.92
Approach LOS A
Intersection Delay
Intersection LOS
A A A

9.03 A
Capacity and Level of Service
E S W

9.24 8.85 9.06

1.70 1.70 1.70
Departure Headway
E S W

0.50 0.50 0.50
-0.70 -0.70 -0.70
E S W
Node 359: Cathedral Oaks & Winchester Canyon
Volume and Adjustments

N E S W
4b 5 5 5
Saturation Headway

Page 23 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay3.14
Worst Case Delay12.17
Worst Case LOSB
Approach S (Major) W
Movement T R1 T R1
Base Volume 360.00 23.00 417.00 278.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 391.30 25.00 453.26 302.17
Approach S (Major) W
Movement T R1 T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach S (Major) W
Movement T R1 T R1
Rank 1 1 1 2
vx, Volume 302.17
Conflicting Volume (Veh) 208.15
Conflicting Volume (Ped) 0.00
Conflicting Volume 208.15
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 804.08
Capacity 804.08
Approach S (Major) W
Movement T R1 T R1
tc,base, Base Critical Headway 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.10
G, % Grade 0.00 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 3.30
Approach S (Major) W
Movement T R1 T R1
vx, Volume 391.30 25.00 453.26 302.17
cmx, Capacity 804.08
V / C 0.38
d, Delay 12.17
LOS B
dA, Approach Delay 0.00 12.17
Approach LOS B
dRank1, Rank 1 Delay 0.00
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Movements T, R1
vx, Volume 208.15 208.15 226.63 226.63 302.17
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 12.17
Approach LOS B

0.00 0.00

0.00 0.00
Delay and Level of Service by Lane
N (Major) S (Major)
N (Major)
Node 372: Glen Annie & Del Norte
Volume and Adjustments
N (Major)
Pedestrians
N (Major)
Capacity of Movements below Rank 1
N (Major)
Critical Headway and Follow Up Headway
N (Major)

0.00 Delay and Level of Service by Movement

Page 24 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.582
Loss Time 0
Cycle Length 100
Adj V/C 0.682
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 80 1229 291 428 262 54 223
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 20 307 73 107 66 14 56
Adjusted Volume 80 1229 291 428 262 54 223
Approach E S
Lane Group L C C C R
ID 1567 1568 1572 1570 1571
Lanes L T, T T, RT LT R
Volume 80 1229 719 316 223
Approach E S
Lane Group 1567 1568 1572 1570 1571
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 2 2 1 1
Saturation Flow Rate 1600 3200 3200 1600 1600
Approach E
Movement L1 T T R1 L1 T R1
Volume 80 1229 291 428 262 54 223
Volume / Saturation Flow Rate 0.050 0.384 0.225 0.225 0.164 0.198 0.139 Overlap adjusted Volume / Saturation Flow Rate 0.050 0.384 0.225 0.225 0.164 0.198 0.139 Critical Movement Y Y
N S W
N W
Saturation Flow Rate
N W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 375: Los Caneros & US101 SB Ramps
Volume and Adjustments by Movement
N S W

Page 25 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.498
Loss Time 0
Cycle Length 100
Adj V/C 0.598
Approach W
Movement T R1 L1 T R1 L1 T
Base Volume 592 140 691 3 89 39 405
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 148 35 173 1 22 10 101
Adjusted Volume 592 140 691 3 89 39 405
Approach N E W
Lane Group C C L C
ID 1576 1574 1578 1579
Lanes T, RT L, LTR L T, T
Volume 732 783 39 405
Approach N E W
Lane Group 1576 1574 1578 1579
Base Saturation Flow Rate 1600 1600 1600 1600
Number of Lanes 2 2 1 2
Saturation Flow Rate 3200 3200 1600 3200
Approach W
Movement T R1 L1 T R1 L1 T
Volume 592 140 691 3 89 39 405
Volume / Saturation Flow Rate 0.229 0.229 0.216 0.245 0.245 0.024 0.127 Overlap adjusted Volume / Saturation Flow Rate 0.229 0.229 0.216 0.245 0.245 0.024 0.127 Critical Movement Y Y Y
S
Saturation Flow Rate
S
Capacity Analysis
N E S
Volume and Adjustments by Lane Group
Node 376: Los Carneros & US 101 NB Ramps
Volume and Adjustments by Movement
N E S

Page 26 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.636
Loss Time 0
Cycle Length 100
Adj V/C 0.736
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 438 1136 481 506 137 1 293
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 110 284 120 127 34 0 73
Adjusted Volume 438 1136 481 506 137 1 293
Approach E
Lane Group L C C R C R
ID 1584 1586 1581 1583 1588 1589
Lanes L, L T, T T, T R LT R
Volume 438 1136 481 506 138 293
Approach E
Lane Group 1584 1586 1581 1583 1588 1589
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 2 1 1 1
Saturation Flow Rate 3200 3200 3200 1600 1600 1600
Approach E
Movement L1 T T R1 L1 T R1
Volume 438 1136 481 506 137 1 293
Volume / Saturation Flow Rate 0.137 0.355 0.150 0.316 0.086 0.086 0.183 Overlap adjusted Volume / Saturation Flow Rate 0.137 0.355 0.150 0.316 0.086 0.086 0.183 Critical Movement Y Y Y
Capacity Analysis
N S W
N S W
Saturation Flow Rate
N S W
Volume and Adjustments by Lane Group
Node 383: Fairview & US 101 SB Ramps
Volume and Adjustments by Movement
N S W

Page 27 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.655
Loss Time 0
Cycle Length 100
Adj V/C 0.755
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 377 376 535 61 509 302 101 161 45 221 293 102 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 94 94 134 15 127 76 25 40 11 55 73 26
Adjusted Volume 377 376 535 61 509 302 101 161 45 221 293 102 Approach
Lane Group L C R L C R L C L C R
ID 1597 1599 1601 1593 1594 1596 1590 1591 1602 1604 1606 Lanes L, L T, T R L T, T R L T, RT L, L T, T R
Volume 377 376 535 61 509 302 101 206 221 293 102
Approach
Lane Group 1597 1599 1601 1593 1594 1596 1590 1591 1602 1604 1606 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 1 1 2 1 1 2 2 2 1
Saturation Flow Rate 3200 3200 1600 1600 3200 1600 1600 3200 3200 3200 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 377 376 535 61 509 302 101 161 45 221 293 102
Volume / Saturation Flow Rate 0.118 0.118 0.334 0.038 0.159 0.189 0.063 0.064 0.064 0.069 0.092 0.064 Overlap adjusted Volume / Saturation Flow Rate 0.118 0.118 0.334 0.038 0.159 0.189 0.063 0.064 0.064 0.069 0.092 0.064 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 385: Hollister & Fairview
Volume and Adjustments by Movement

N E S W

Page 28 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay8.2
Worst Case Delay333.31
Worst Case LOSF
Approach
Movement L1 T L1 R1 T R1
Base Volume 119.00 1307.00 47.00 227.00 740.00 37.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 129.35 1420.65 51.09 246.74 804.35 40.22 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 129.35 51.09 246.74
Conflicting Volume (Veh) 844.57 1773.37 402.17
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 844.57 1773.37 402.17
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 800.59 75.74 603.42
Capacity 800.59 55.53 603.42
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 129.35 1420.65 51.09 246.74 804.35 40.22
cmx, Capacity 800.59 55.53 603.42
V / C 0.16 0.92 0.41
d, Delay 10.36 333.31 15.08

LOS B F C
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 2 Lane 1 Lane 2 Lane 3 Movements
vx, Volume 129.35 710.33 710.33 51.09 246.74 402.17 402.17 40.22 Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay
Approach LOS F
Delay and Level of Service by Lane
N (Major) E S (Major)

0.86 69.66 0.00
F

0.00 0.00
Delay and Level of Service by Movement
N (Major) E S (Major)

0.86 69.66 0.00
Critical Headway and Follow Up Headway
N (Major) E S (Major)

0.00 0.00 0.00
N (Major) E S (Major)
Capacity of Movements below Rank 1
N (Major) E S (Major)
Pedestrians
Node 386: Fairview & Mandarin
Volume and Adjustments
N (Major) E S (Major)

Page 29 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay9.05
Worst Case Delay291.28
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 7.00 2.00 23.00 99.00 1084.00 11.00 38.00 2.00 25.00 14.00 649.00 70.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 7.61 2.17 25.00 107.61 1178.26 11.96 41.30 2.17 27.17 15.22 705.43 76.09 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 7.61 2.17 25.00 107.61 41.30 2.17 27.17 15.22 Conflicting Volume (Veh) 1783.702211.41 595.11 781.52 1579.352179.35 390.76 1190.22 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1783.702211.41 595.11 781.52 1579.352179.35 390.76 1190.22 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 52.70 44.62 452.38 845.12 74.96 46.75 613.74 593.74 Capacity 37.48 34.84 452.38 845.12 52.57 36.51 613.74 593.74 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 7.61 2.17 25.00 107.61 1178.26 11.96 41.30 2.17 27.17 15.22 705.43 76.09 cmx, Capacity 37.48 34.84 452.38 845.12 52.57 36.51 613.74 593.74 V / C 0.20 0.06 0.06 0.13 0.79 0.06 0.04 0.03
d, Delay 116.51 123.79 28.43 9.88 261.15 291.28 198.54 11.22

LOS F F D A F F F B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 34.78 107.61 595.11 595.11 70.65 15.22 390.76 390.76 Flared Storage Size
cmx, Capacity 108.48 79.43
V / C 0.32 0.89
Q95, 95% Queue Length 1.37 8.33
d, Delay 53.66 237.99

LOS F F
dA, Approach Delay 53.66 237.99
Approach LOS F F

0.82 0.21

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

53.66 0.82 237.99 0.21
F F
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 387: Hollister & Orange
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 30 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.385
Loss Time 0
Cycle Length 100
Adj V/C 0.485
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 29 17 54 90 803 29 80 9 72 10 409 156
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 7 4 14 23 201 7 20 2 18 3 102 39
Adjusted Volume 29 17 54 90 803 29 80 9 72 10 409 156
Approach N S
Lane Group C L C C L C
ID 1610 1607 1608 1614 1611 1612
Lanes LTR L T, RT LTR L T, RT
Volume 100 90 832 161 10 565
Approach N S
Lane Group 1610 1607 1608 1614 1611 1612
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 2 1 1 2
Saturation Flow Rate 1600 1600 3200 1600 1600 3200
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 29 17 54 90 803 29 80 9 72 10 409 156
Volume / Saturation Flow Rate 0.018 0.063 0.063 0.056 0.260 0.260 0.050 0.101 0.101 0.006 0.177 0.177 Overlap adjusted Volume / Saturation Flow Rate 0.018 0.063 0.063 0.056 0.260 0.260 0.050 0.101 0.101 0.006 0.177 0.177 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
Volume and Adjustments by Lane Group
E W
Saturation Flow Rate
E W
Node 390: Hollister & Pine/Nectarine
Volume and Adjustments by Movement

N E S W

Page 31 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.312
Loss Time 0
Cycle Length 100
Adj V/C 0.412
Approach
Movement L1 T L1 R1 T R1
Base Volume 118 869 24 40 495 37
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 30 217 6 10 124 9
Adjusted Volume 118 869 24 40 495 37
Approach S W
Lane Group L C C C
ID 1615 1616 1620 1618
Lanes L T, T LTR T, RT
Volume 118 869 64 532
Approach S W
Lane Group 1615 1616 1620 1618
Base Saturation Flow Rate 1600 1600 1600 1600
Number of Lanes 1 2 1 2
Saturation Flow Rate 1600 3200 1600 3200
Approach
Movement L1 T L1 R1 T R1
Volume 118 869 24 40 495 37
Volume / Saturation Flow Rate 0.074 0.272 0.015 0.040 0.166 0.166 Overlap adjusted Volume / Saturation Flow Rate 0.074 0.272 0.015 0.040 0.166 0.166 Critical Movement Y Y
E
Saturation Flow Rate
E
Capacity Analysis
E S W
Volume and Adjustments by Lane Group
Node 394: Hollister & Rutherford
Volume and Adjustments by Movement
E S W

Page 32 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.25
Worst Case Delay8.77
Worst Case LOSA
Approach S
Movement L1 T T R1
Base Volume 45.00 1002.00 503.00 30.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 48.91 1089.13 546.74 32.61
Approach S
Movement L1 T T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach S
Movement L1 T T R1
Rank 2 1 1 1
vx, Volume 48.91
Conflicting Volume (Veh) 579.35
Conflicting Volume (Ped) 0.00
Conflicting Volume 579.35
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1004.48
Capacity 1004.48
Approach S
Movement L1 T T R1
tc,base, Base Critical Headway 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.00
G, % Grade 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 2.20
Approach S
Movement L1 T T R1
vx, Volume 48.91 1089.13 546.74 32.61
cmx, Capacity 1004.48
V / C 0.05
d, Delay 8.77
LOS A
dA, Approach Delay 0.00
Approach LOS A
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 2
Movements T, R1
vx, Volume 48.91 544.57 544.57 289.67 289.67
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 0.00
Approach LOS A

0.38 0.00

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.38 0.00
Capacity of Movements below Rank 1
E (Major) W (Major)
Critical Headway and Follow Up Headway
E (Major) W (Major)

0.00 0.00
Delay and Level of Service by Movement
E (Major) W (Major)
E (Major) W (Major)
Node 396: Hollister & Community Center West Driveway
Volume and Adjustments
E (Major) W (Major)
Pedestrians

Page 33 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.448
Loss Time 0
Cycle Length 100
Adj V/C 0.548
Approach S
Movement L1 T R1 L1 T R1 R1 L1 T R1
Base Volume 105 12 36 327 931 141 142 52 469 77
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 26 3 9 82 233 35 36 13 117 19
Adjusted Volume 105 12 36 327 931 141 142 52 469 77
Approach S
Lane Group C R L C R L C
ID 1633 1634 1630 1631 1629 1635 1636
Lanes LT R L T, RT R L T, RT
Volume 117 36 327 1072 142 52 546
Approach S
Lane Group 1633 1634 1630 1631 1629 1635 1636
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 3200 Approach S
Movement L1 T R1 L1 T R1 R1 L1 T R1
Volume 105 12 36 327 931 141 142 52 469 77
Volume / Saturation Flow Rate 0.066 0.073 0.023 0.204 0.335 0.335 0.089 0.033 0.171 0.171 Overlap adjusted Volume / Saturation Flow Rate 0.066 0.073 0.023 0.204 0.335 0.335 0.089 0.033 0.171 0.171 Critical Movement Y Y Y
Capacity Analysis
N E W
N E W
Saturation Flow Rate
N E W
Volume and Adjustments by Lane Group
Node 399: Hollister & Kellogg
Volume and Adjustments by Movement
N E W

Page 34 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.551
Loss Time 0
Cycle Length 100
Adj V/C 0.651
Approach S
Movement L1 T R1 L1 T T R1
Base Volume 204 0 488 144 798 734 50
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 51 0 122 36 200 184 13
Adjusted Volume 204 0 488 144 798 734 50
Approach N S W
Lane Group C L C C C
ID 1643 1638 1639 1640 1645
Lanes LTR, R L T, T T, T T, RT
Volume 692 144 508 290 784
Approach N S W
Lane Group 1643 1638 1639 1640 1645
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 2 1 2 2 2
Saturation Flow Rate 3200 1600 3200 3200 3200
Approach S
Movement L1 T R1 L1 T T R1
Volume 204 0 488 144 798 734 50
Volume / Saturation Flow Rate 0.128 0.000 0.216 0.090 0.159 0.245 0.245 Overlap adjusted Volume / Saturation Flow Rate 0.128 0.000 0.216 0.090 0.159 0.245 0.245 Critical Movement Y Y Y
E
Saturation Flow Rate
E
Capacity Analysis
N E W
Volume and Adjustments by Lane Group
Node 402: Hollister & SR-217 SB Ramps
Volume and Adjustments by Movement
N E W

Page 35 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.512
Loss Time 0
Cycle Length 100
Adj V/C 0.612
Approach N
Movement L1 T R1 L1 T R1 L1 T R1
Base Volume 94 792 108 122 125 129 352 447 132
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 24 198 27 31 31 32 88 112 33
Adjusted Volume 94 792 108 122 125 129 352 447 132
Approach N
Lane Group L C R C R L C
ID 1649 1650 1652 1647 1648 1653 1655
Lanes L T, T R LT R L, L T, RT
Volume 94 792 108 247 129 352 579
Approach N
Lane Group 1649 1650 1652 1647 1648 1653 1655
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 1 2 2
Saturation Flow Rate 1600 3200 1600 1600 1600 3200 3200 Approach N
Movement L1 T R1 L1 T R1 L1 T R1
Volume 94 792 108 122 125 129 352 447 132
Volume / Saturation Flow Rate 0.059 0.248 0.068 0.076 0.154 0.081 0.110 0.181 0.181 Overlap adjusted Volume / Saturation Flow Rate 0.059 0.248 0.068 0.076 0.154 0.081 0.110 0.181 0.181 Critical Movement Y Y Y
Capacity Analysis
E S W
E S W
Saturation Flow Rate
E S W
Volume and Adjustments by Lane Group
Node 405: Hollister & SR-217 NB Ramps
Volume and Adjustments by Movement
E S W

Page 36 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay4.41
Worst Case Delay10.04
Worst Case LOSB
Approach S (Major)
Movement L1 T T R1
Base Volume 65.00 38.00 80.00 1.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 70.65 41.30 86.96 1.09
Approach S (Major)
Movement L1 T T R1
vx, Flow (Ped/hr) 0.00 0.00
w, Lane Width (ft) 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50
fpb, Percent Blockage 0.00 0.00
Approach S (Major)
Movement L1 T T R1
Rank 1 1 2 2
vx, Volume 86.96 1.09
Conflicting Volume (Veh) 91.30 91.30
Conflicting Volume (Ped) 0.00 0.00
Conflicting Volume 91.30 91.30
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 802.58 971.73
Capacity 802.58 971.73
Approach S (Major)
Movement L1 T T R1
tc,base, Base Critical Headway 6.50 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10
G, % Grade 0.00
T3,lt, Geometry Adjustment Factor 0.00 0.00
tc, Critical Headway 6.50 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 4.00 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90
tf, Follow-Up Headway 4.00 3.30
Approach S (Major)
Movement L1 T T R1
vx, Volume 70.65 41.30 86.96 1.09
cmx, Capacity 802.58 971.73
V / C 0.11 0.00
d, Delay 10.04 9.25

LOS B A
dA, Approach Delay 0.00
Approach LOS
dRank1, Rank 1 Delay 0.00
Approach E (Major)S (Major) W
Lane Lane 1 Lane 1
Movements L1, T T, R1
vx, Volume 111.96 88.04
Flared Storage Size
cmx, Capacity 804.31
V / C 0.11
Q95, 95% Queue Length 0.37
d, Delay 10.03
LOS B
dA, Approach Delay 0.00 0.00 10.03
Approach LOS B
B

0.00 Delay and Level of Service by Lane

0.00 10.03
Capacity of Movements below Rank 1
E (Major) W
Critical Headway and Follow Up Headway
E (Major) W

0.00 0.00
Delay and Level of Service by Movement
E (Major) W
E (Major) W
Node 441: Calle Real & NB 101 OnRamp
Volume and Adjustments
E (Major) W
Pedestrians

Page 37 of 75 ends

Control Type AWSC
Method HCM 7th Edition
Average Delay 8.7
Average LOS A
Approach N W
Movement R1 T R1 L1
Base Volume 160.00 225.00 82.00 55.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
Flow Rate 173.91 244.57 89.13 59.78
Geometry Group 1 1
Approach N E W
Lanes Lane 1 Lane 1 Lane 1
Total Lane Flow Rate 173.91 333.70 59.78
Left Turn Flow Rate 0.00 0.00 59.78
Right Turn Flow Rate 173.91 89.13 0.00
PLT, Proportion LT 0.00 0.00 1.00
PRT, Proportion RT 1.00 0.27 0.00
PHV, Proportion HV 0.00 0.00 0.00
hLT,adj, Headway adjustment for left turns 0.20 0.20 0.20 hRT,adj, Headway adjustment for right turns -0.60 -0.60 -0.60 hHV,adj, Headway adjustment for heavy vehicles 1.70 1.70 1.70 hadj, Headway adjustment -0.60 -0.16 0.20
Approach N E W
Lanes Lane 1 Lane 1 Lane 1
Total Lane Flow Rate 173.91 333.70 59.78
hd initial 3.20 3.20 3.20
x initial 0.15 0.30 0.05
hd, iteration 1 3.40 4.09 4.40
Difference, iteration 1 0.20 0.89 1.20
hd, iteration 2 3.44 4.13 4.42
Difference, iteration 2 0.04 0.04 0.02
Convergence Y Y Y
hd final, Departure Headway 3.44 4.13 4.42
x final, Degree of Utilization 0.17 0.38 0.07
Approach N E W
Lanes Lane 1 Lane 1 Lane 1
Total Lane Flow Rate 173.91 333.70 59.78
hd, Departure Headway 3.44 4.13 4.42
x, Degree of Utilization 0.17 0.38 0.07
m, Move Up Time 2.00 2.00 2.00
ts, Service Time 1.44 2.13 2.42
Capacity 1045.94 871.39 813.78
Delay 7.13 9.68 7.77

LOS A A A
Q95, 95% Queue Length 0.60 1.85 0.24
Approach Delay 7.13 9.68 7.77
Approach LOS A A A
Intersection Delay
Intersection LOS
Capacity and Level of Service

8.7 A
Node 445: Calle Real & Winchester Canyon
Volume and Adjustments
E
1 Saturation Headway
Departure Headway

Page 38 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay4.38
Worst Case Delay11.63
Worst Case LOSB
Approach
Movement L1 R1 T R1 L1 T
Base Volume 160.00 15.00 46.00 120.00 6.00 124.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 173.91 16.30 50.00 130.43 6.52 134.78 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 173.91 16.30 6.52
Conflicting Volume (Veh) 263.04 115.22 180.43
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 263.04 115.22 180.43
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 730.29 942.64 1407.21
Capacity 726.63 942.64 1407.21
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.10 6.20 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.40 6.20 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 173.91 16.30 50.00 130.43 6.52 134.78
cmx, Capacity 726.63 942.64 1407.21
V / C 0.24 0.02 0.00
d, Delay 11.63 10.49 7.57

LOS B B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, R1 T, R1 L1, T
vx, Volume 190.22 180.43 141.30
Flared Storage Size
cmx, Capacity 741.19 1800.00
V / C 0.26 0.08
Q95, 95% Queue Length 1.03 0.01
d, Delay 11.53 7.57
LOS B
dA, Approach Delay 11.53 0.00 0.35
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.04
Delay and Level of Service by Movement
N E (Major) W (Major)

11.53 0.00 0.35
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 450: Calle Real & Brandon Dr.

Volume and Adjustments
N E (Major) W (Major)

Page 39 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.84
Worst Case Delay12.84
Worst Case LOSB
Approach
Movement L1 R1 T R1 L1 T
Base Volume 62.00 13.00 168.00 16.00 7.00 269.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 67.39 14.13 182.61 17.39 7.61 292.39 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 67.39 14.13 7.61
Conflicting Volume (Veh) 498.91 191.30 200.00
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 498.91 191.30 200.00
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 534.70 855.51 1384.29
Capacity 531.19 855.51 1384.29
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.10 6.20 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.40 6.20 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 67.39 14.13 182.61 17.39 7.61 292.39
cmx, Capacity 531.19 855.51 1384.29
V / C 0.13 0.02 0.01
d, Delay 12.84 10.27 7.61

LOS B B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, R1 T, R1 L1, T
vx, Volume 81.52 200.00 300.00
Flared Storage Size
cmx, Capacity 568.55 1800.00
V / C 0.14 0.17
Q95, 95% Queue Length 0.50 0.01
d, Delay 12.39 7.61
LOS B
dA, Approach Delay 12.39 0.00 0.19
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.05
Delay and Level of Service by Movement
N E (Major) W (Major)

12.39 0.00 0.19
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 451: San Rossano Dr & Calle Real
Volume and Adjustments
N E (Major) W (Major)

Page 40 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.661
Loss Time 0
Cycle Length 100
Adj V/C 0.761
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 5 630 10 693 550 213 134 173 37 29 3 646
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 1 158 3 173 138 53 34 43 9 7 1 162
Adjusted Volume 5 630 10 693 550 213 134 173 37 29 3 646 Approach E
Lane Group L C C L C L C
ID 1693 1694 1690 1686 1688 1696 1697
Lanes L T, RT L, LT, RT L, L T, RT L RT, R
Volume 5 640 1456 134 210 29 649
Approach E
Lane Group 1693 1694 1690 1686 1688 1696 1697
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 3 2 2 1 2
Saturation Flow Rate 1600 3200 4800 3200 3200 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 5 630 10 693 550 213 134 173 37 29 3 646
Volume / Saturation Flow Rate 0.003 0.200 0.200 0.217 0.303 0.303 0.042 0.066 0.066 0.018 0.203 0.203 Overlap adjusted Volume / Saturation Flow Rate 0.003 0.200 0.200 0.217 0.303 0.303 0.042 0.066 0.066 0.018 0.203 0.203 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
N S W
Node 461: Storke & US 101 NB Ramps
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
N S W
Saturation Flow Rate

Page 41 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS C
Critical V/C 0.78
Loss Time 0
Cycle Length 100
Adj V/C 0.88
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 565 1423 281 806 14 4 160
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 141 356 70 202 4 1 40
Adjusted Volume 565 1423 281 806 14 4 160
Approach E
Lane Group L C C R C R
ID 1702 1704 1699 1701 1706 1707
Lanes L, L T, T T, T R LT R
Volume 565 1423 281 806 18 160
Approach E
Lane Group 1702 1704 1699 1701 1706 1707
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 2 1 1 1
Saturation Flow Rate 3200 3200 3200 1600 1600 1600
Approach E
Movement L1 T T R1 L1 T R1
Volume 565 1423 281 806 14 4 160
Volume / Saturation Flow Rate 0.177 0.445 0.088 0.504 0.009 0.011 0.100 Overlap adjusted Volume / Saturation Flow Rate 0.177 0.445 0.088 0.504 0.009 0.011 0.100 Critical Movement Y Y Y
Capacity Analysis
N S W
N S W
Saturation Flow Rate
N S W
Volume and Adjustments by Lane Group
Node 462: Storke & US 101 SB Ramp
Volume and Adjustments by Movement
N S W

Page 42 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.28
Worst Case Delay13
Worst Case LOSB
Approach S (Major) W
Movement T R1 T R1
Base Volume 997.00 13.00 465.00 32.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 1083.70 14.13 505.43 34.78
Approach S (Major) W
Movement T R1 T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach S (Major) W
Movement T R1 T R1
Rank 1 1 1 2
vx, Volume 34.78
Conflicting Volume (Veh) 548.91
Conflicting Volume (Ped) 0.00
Conflicting Volume 548.91
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 484.80
Capacity 484.80
Approach S (Major) W
Movement T R1 T R1
tc,base, Base Critical Headway 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.10
G, % Grade 0.00 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 3.30
Approach S (Major) W
Movement T R1 T R1
vx, Volume 1083.70 14.13 505.43 34.78
cmx, Capacity 484.80
V / C 0.07
d, Delay 13.00
LOS B
dA, Approach Delay 0.00 13.00
Approach LOS B
dRank1, Rank 1 Delay 0.00
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Movements T, R1
vx, Volume 548.91 548.91 252.72 252.72 34.78
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 13.00
Approach LOS B

0.00 0.00

0.00 0.00
Delay and Level of Service by Lane
N (Major) S (Major)
N (Major)
Node 465: Los Carneros Rd & Calle Koral (west/south)
Volume and Adjustments
N (Major)
Pedestrians
N (Major)
Capacity of Movements below Rank 1
N (Major)
Critical Headway and Follow Up Headway
N (Major)

0.00 Delay and Level of Service by Movement

Page 43 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.351
Loss Time 0
Cycle Length 100
Adj V/C 0.451
Approach N
Movement R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 22 155 984 8 14 6 35 11 446 8
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 6 39 246 2 4 2 9 3 112 2
Adjusted Volume 22 155 984 8 14 6 35 11 446 8
Approach N S
Lane Group R L C C L C
ID 1712 1709 1710 1708 1714 1715
Lanes R, R L T, RT LTR L T, RT
Volume 22 155 992 55 11 454
Approach N S
Lane Group 1712 1709 1710 1708 1714 1715
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 1 2 1 1 2
Saturation Flow Rate 3200 1600 3200 1600 1600 3200
Approach N
Movement R1 L1 T R1 L1 T R1 L1 T R1
Volume 22 155 984 8 14 6 35 11 446 8
Volume / Saturation Flow Rate 0.007 0.097 0.310 0.310 0.009 0.034 0.034 0.007 0.142 0.142 Overlap adjusted Volume / Saturation Flow Rate 0.007 0.097 0.310 0.310 0.009 0.034 0.034 0.007 0.142 0.142 Critical Movement Y Y Y
E S W
E W
Saturation Flow Rate
E W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 466: Los Carneros & Cremona
Volume and Adjustments by Movement
E S W

Page 44 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.504
Loss Time 0
Cycle Length 100
Adj V/C 0.604
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 218 1046 64 47 14 155 10 486 17 118 16 54
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 55 262 16 12 4 39 3 122 4 30 4 14
Adjusted Volume 218 1046 64 47 14 155 10 486 17 118 16 54 Approach
Lane Group L C R L C R L C L C
ID 1720 1721 1723 1717 1718 1719 1726 1727 1724 1725
Lanes L T, T R L T R L T, T, RT L RT
Volume 218 1046 64 47 14 155 10 503 118 70
Approach
Lane Group 1720 1721 1723 1717 1718 1719 1726 1727 1724 1725 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 1 1 1 3 1 1
Saturation Flow Rate 1600 3200 1600 1600 1600 1600 1600 4800 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 218 1046 64 47 14 155 10 486 17 118 16 54
Volume / Saturation Flow Rate 0.136 0.327 0.040 0.029 0.009 0.097 0.006 0.105 0.105 0.074 0.044 0.044 Overlap adjusted Volume / Saturation Flow Rate 0.136 0.327 0.040 0.029 0.009 0.097 0.006 0.105 0.105 0.074 0.044 0.044 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 467: Los Carneros & Calle Koral
Volume and Adjustments by Movement

N E S W

Page 45 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.692
Loss Time 0
Cycle Length 100
Adj V/C 0.792
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 258 387 217 115 539 604 129 243 79 210 329 103 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 65 97 54 29 135 151 32 61 20 53 82 26
Adjusted Volume 258 387 217 115 539 604 129 243 79 210 329 103 Approach
Lane Group L C L C L C L C
ID 1740 1742 1737 1738 1748 1749 1744 1746
Lanes L, L T, RT L T, RT L T, RT L, L T, RT
Volume 258 604 115 1143 129 322 210 432
Approach
Lane Group 1740 1742 1737 1738 1748 1749 1744 1746
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 1 2 1 2 2 2
Saturation Flow Rate 3200 3200 1600 3200 1600 3200 3200 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 258 387 217 115 539 604 129 243 79 210 329 103
Volume / Saturation Flow Rate 0.081 0.189 0.189 0.072 0.357 0.357 0.081 0.101 0.101 0.066 0.135 0.135 Overlap adjusted Volume / Saturation Flow Rate 0.081 0.189 0.189 0.072 0.357 0.357 0.081 0.101 0.101 0.066 0.135 0.135 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 489: Hollister & Patterson
Volume and Adjustments by Movement

N E S W

Page 46 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay9.65
Worst Case Delay130.14
Worst Case LOSF
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 305.00 318.00 124.00 276.00 52.00 6.00 87.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 331.52 345.65 134.78 300.00 56.52 6.52 94.57 Approach E
Movement L1 T T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00 0.00
Approach E
Movement L1 T T R1 L1 T R1
Rank 2 1 1 1 3 3 2
vx, Volume 331.52 56.52 6.52 94.57
Conflicting Volume (Veh) 434.78 1293.481443.48 345.65
Conflicting Volume (Ped) 0.00 0.00 0.00 0.00
Conflicting Volume 434.78 1293.481443.48 345.65
Two-Stage Gap Acceptance No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1135.66 140.98 133.36 701.85
Capacity 1135.66 90.05 85.18 701.85
Approach E
Movement L1 T T R1 L1 T R1
tc,base, Base Critical Headway 4.10 7.10 6.50 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.20 0.10
G, % Grade 0.00
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00
tc, Critical Headway 4.10 7.10 6.50 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 2.20 3.50 4.00 3.30
Approach E
Movement L1 T T R1 L1 T R1
vx, Volume 331.52 345.65 134.78 300.00 56.52 6.52 94.57 cmx, Capacity 1135.66 90.05 85.18 701.85
V / C 0.29 0.63 0.08 0.13
d, Delay 9.48 127.85 130.14 10.93

LOS A F F B
dA, Approach Delay 0.00
Approach LOS A
dRank1, Rank 1 Delay
Approach E S (Major)
Lane Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements T, R1 L1, T
vx, Volume 331.52 345.65 434.78 63.04 94.57
Flared Storage Size
cmx, Capacity 89.52
V / C 0.70
Q95, 95% Queue Length 5.14
d, Delay 128.09
LOS F
dA, Approach Delay 0.00 0.00
Approach LOS A F
F

0.00 0.00
Delay and Level of Service by Lane
N (Major) W

4.64 57.79
Delay and Level of Service by Movement
N (Major) S (Major) W

4.64 0.00 57.79
Critical Headway and Follow Up Headway
N (Major) S (Major) W

0.00 0.00 0.00
N (Major) S (Major) W
Capacity of Movements below Rank 1
N (Major) S (Major) W
Pedestrians
Node 506: Cathedral Oaks 101 SB-Ramp
Volume and Adjustments
N (Major) S (Major) W

Page 47 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.47
Worst Case Delay19.75
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 22.00 0.00 46.00 8.00 438.00 27.00 20.00 0.00 5.00 5.00 376.00 5.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 23.91 0.00 50.00 8.70 476.09 29.35 21.74 0.00 5.43 5.43 408.70 5.43 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 23.91 0.00 50.00 8.70 21.74 0.00 5.43 5.43
Conflicting Volume (Veh) 708.70 918.48 238.04 414.13 702.72 945.11 207.07 505.43 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 708.70 918.48 238.04 414.13 702.72 945.11 207.07 505.43 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 325.15 273.49 769.42 1155.69 328.38 263.88 805.37 1069.63 Capacity 317.81 269.14 769.42 1155.69 302.15 259.67 805.37 1069.63 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 23.91 0.00 50.00 8.70 476.09 29.35 21.74 0.00 5.43 5.43 408.70 5.43 cmx, Capacity 317.81 269.14 769.42 1155.69 302.15 259.67 805.37 1069.63 V / C 0.08 0.00 0.06 0.01 0.07 0.00 0.01 0.01
d, Delay 17.44 19.49 10.79 8.14 17.80 19.75 10.36 8.38

LOS C C B A C C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 L1, T, R1 T, R1
vx, Volume 73.91 8.70 476.09 29.35 27.17 5.43 207.07 207.07 Flared Storage Size
cmx, Capacity 527.09 345.30
V / C 0.14 0.08
Q95, 95% Queue Length 0.49 0.26
d, Delay 12.94 16.32

LOS B C
dA, Approach Delay 12.94 16.32
Approach LOS B C

0.14 0.11

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

12.94 0.14 16.32 0.11
B C
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 511: Hollister & Pebble Beach Rd
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 48 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.31
Worst Case Delay21.2
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 7.00 0.00 2.00 8.00 425.00 22.00 19.00 0.00 20.00 49.00 338.00 11.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 7.61 0.00 2.17 8.70 461.96 23.91 20.65 0.00 21.74 53.26 367.39 11.96 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 7.61 0.00 2.17 8.70 20.65 0.00 21.74 53.26
Conflicting Volume (Veh) 781.52 977.17 242.93 379.35 728.26 983.15 189.67 485.87 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 781.52 977.17 242.93 379.35 728.26 983.15 189.67 485.87 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 288.22 252.72 763.89 1190.19 314.80 250.69 826.25 1087.54 Capacity 262.93 236.77 763.89 1190.19 294.10 234.87 826.25 1087.54 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 7.61 0.00 2.17 8.70 461.96 23.91 20.65 0.00 21.74 53.26 367.39 11.96 cmx, Capacity 262.93 236.77 763.89 1190.19 294.10 234.87 826.25 1087.54 V / C 0.03 0.00 0.00 0.01 0.07 0.00 0.03 0.05
d, Delay 19.08 20.59 10.10 8.05 18.12 21.20 10.23 8.48

LOS C C B A C C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 9.78 8.70 242.93 242.93 42.39 53.26 189.67 189.67 Flared Storage Size
cmx, Capacity 307.78 439.14
V / C 0.03 0.10
Q95, 95% Queue Length 0.10 0.32
d, Delay 17.08 14.07

LOS C B
dA, Approach Delay 17.08 14.07
Approach LOS C B

0.14 1.04

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

17.08 0.14 14.07 1.04
C B
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 512: Hollister & Palo Alto Dr
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 49 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.67
Worst Case Delay15.39
Worst Case LOSC
Approach
Movement L1 T L1 R1 T R1
Base Volume 16.00 399.00 48.00 54.00 340.00 21.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 17.39 433.70 52.17 58.70 369.57 22.83 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 17.39 52.17 58.70
Conflicting Volume (Veh) 392.39 632.61 196.20
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 392.39 632.61 196.20
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1177.14 416.88 818.36
Capacity 1177.14 409.88 818.36
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 17.39 433.70 52.17 58.70 369.57 22.83
cmx, Capacity 1177.14 409.88 818.36
V / C 0.01 0.13 0.07
d, Delay 8.10 15.39 11.00

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2
Movements L1, R1 T, R1
vx, Volume 17.39 216.85 216.85 110.87 196.20 196.20
Flared Storage Size
cmx, Capacity 557.09
V / C 0.20
Q95, 95% Queue Length 0.74
d, Delay 13.07
LOS B
dA, Approach Delay 13.07
Approach LOS B
B

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.31 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

0.31 13.07 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 513: Hollister & Coronado
Volume and Adjustments
E (Major) S W (Major)

Page 50 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.96
Worst Case Delay28.61
Worst Case LOSD
Approach
Movement L1 T L1 R1 T R1
Base Volume 54.00 467.00 43.00 130.00 606.00 30.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 58.70 507.61 46.74 141.30 658.70 32.61 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 58.70 46.74 141.30
Conflicting Volume (Veh) 691.30 1046.20 345.65
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 691.30 1046.20 345.65
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 912.98 227.15 656.23
Capacity 912.98 210.15 656.23
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 58.70 507.61 46.74 141.30 658.70 32.61
cmx, Capacity 912.98 210.15 656.23
V / C 0.06 0.22 0.22
d, Delay 9.21 28.61 16.97

LOS A D C
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2
Movements L1, R1 T, R1
vx, Volume 58.70 253.80 253.80 188.04 345.65 345.65
Flared Storage Size
cmx, Capacity 429.58
V / C 0.44
Q95, 95% Queue Length 2.29
d, Delay 19.86
LOS C
dA, Approach Delay 19.86
Approach LOS C
C

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.96 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

0.96 19.86 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 515: Hollister & Cannon Green
Volume and Adjustments
E (Major) S W (Major)

Page 51 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.369
Loss Time 0
Cycle Length 100
Adj V/C 0.469
Approach
Movement L1 T R1 L1 T L1 R1 L1 T R1
Base Volume 21 2 8 52 558 143 121 74 626 103
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 5 1 2 13 140 36 30 19 157 26
Adjusted Volume 21 2 8 52 558 143 121 74 626 103
Approach N
Lane Group C L C L R L C
ID 1774 1771 1772 1778 1779 1775 1776
Lanes LTR L T, T L R L T, RT
Volume 31 52 558 143 121 74 729
Approach N
Lane Group 1774 1771 1772 1778 1779 1775 1776
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T L1 R1 L1 T R1
Volume 21 2 8 52 558 143 121 74 626 103
Volume / Saturation Flow Rate 0.013 0.019 0.019 0.033 0.174 0.089 0.076 0.046 0.228 0.228 Overlap adjusted Volume / Saturation Flow Rate 0.013 0.019 0.019 0.033 0.174 0.089 0.076 0.046 0.228 0.228 Critical Movement Y Y Y Y Y
Capacity Analysis

N E S W
E S W
Node 517: Hollister & Pacific Oaks
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
E S W
Saturation Flow Rate

Page 52 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay3.7
Worst Case Delay76.76
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 18.00 1.00 7.00 118.00 581.00 53.00 17.00 3.00 86.00 12.00 737.00 29.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 19.57 1.09 7.61 128.26 631.52 57.61 18.48 3.26 93.48 13.04 801.09 31.52 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 19.57 1.09 7.61 128.26 18.48 3.26 93.48 13.04 Conflicting Volume (Veh) 1345.111775.54 344.57 832.61 1415.761788.59 416.30 689.13 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1345.111775.54 344.57 832.61 1415.761788.59 416.30 689.13 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 111.86 83.58 657.29 808.86 99.18 82.04 590.87 914.68 Capacity 70.79 65.46 657.29 808.86 75.78 64.26 590.87 914.68 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 19.57 1.09 7.61 128.26 631.52 57.61 18.48 3.26 93.48 13.04 801.09 31.52 cmx, Capacity 70.79 65.46 657.29 808.86 75.78 64.26 590.87 914.68 V / C 0.28 0.02 0.01 0.16 0.24 0.05 0.16 0.01
d, Delay 72.62 76.76 27.24 10.29 64.08 72.60 22.66 8.99

LOS F F D B F F C A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 28.26 128.26 344.57 344.57 115.22 13.04 416.30 416.30 Flared Storage Size
cmx, Capacity 92.79 254.46
V / C 0.30 0.45
Q95, 95% Queue Length 1.26 2.40
d, Delay 60.57 30.72

LOS F D
dA, Approach Delay 60.57 30.72
Approach LOS F D

1.61 0.14

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

60.57 1.61 30.72 0.14
F D
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 518: Hollister & Santa Felicia
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 53 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.359
Loss Time 0
Cycle Length 100
Adj V/C 0.459
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 34 518 292 29 12 33 66 656 47 221 16 83
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 9 130 73 7 3 8 17 164 12 55 4 21
Adjusted Volume 34 518 292 29 12 33 66 656 47 221 16 83 Approach W
Lane Group C R C R C C
ID 1783 1785 1780 1781 1789 1786
Lanes T, T R LT R T, RT L, LTR
Volume 518 292 41 33 703 320
Approach W
Lane Group 1783 1785 1780 1781 1789 1786
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 1 1 1 2 2
Saturation Flow Rate 1520 441 3200 1600 1600 1600 1520 607 3200 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 34 518 292 29 12 33 66 656 47 221 16 83
Volume / Saturation Flow Rate 0.021 0.162 0.183 0.018 0.026 0.021 0.041 0.220 0.220 0.069 0.100 0.100 Overlap adjusted Volume / Saturation Flow Rate 0.021 0.162 0.183 0.018 0.026 0.021 0.041 0.220 0.220 0.069 0.100 0.100 Critical Movement Y Y Y Y

N E S W
Saturation Flow Rate
N E S
1782 1788
1600 1600
1 1
Capacity Analysis
1782 1788
L L
34 66
Volume and Adjustments by Lane Group
N E S
L L
Node 521: Storke & Marketplace
Volume and Adjustments by Movement

N E S W

Page 54 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.498
Loss Time 0
Cycle Length 100
Adj V/C 0.598
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 256 518 456 217 222 101 61 596 279 381 405 84 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 64 130 114 54 56 25 15 149 70 95 101 21
Adjusted Volume 256 518 456 217 222 101 61 596 279 381 405 84 Approach
Lane Group L C R L C R L C R L C R
ID 1796 1798 1800 1791 1793 1795 1806 1808 1810 1801 1803 1805 Lanes L, L T, T R L, L T, T R L, L T, T R L, L T, T R
Volume 256 518 456 217 222 101 61 596 279 381 405 84
Approach
Lane Group 1796 1798 1800 1791 1793 1795 1806 1808 1810 1801 1803 1805 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 1 2 2 1 2 2 1 2 2 1
Saturation Flow Rate 3200 3200 1600 3200 3200 1600 3200 3200 1600 3200 3200 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 256 518 456 217 222 101 61 596 279 381 405 84
Volume / Saturation Flow Rate 0.080 0.162 0.285 0.068 0.069 0.063 0.019 0.186 0.174 0.119 0.127 0.053 Overlap adjusted Volume / Saturation Flow Rate 0.080 0.162 0.285 0.068 0.069 0.063 0.019 0.186 0.174 0.119 0.127 0.053 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 522: Hollister & Storke
Volume and Adjustments by Movement

N E S W

Page 55 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.345
Loss Time 0
Cycle Length 100
Adj V/C 0.445
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 28 10 40 137 558 124 14 7 24 23 647 88
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 7 3 10 34 140 31 4 2 6 6 162 22
Adjusted Volume 28 10 40 137 558 124 14 7 24 23 647 88
Approach N
Lane Group C L C C R L C R
ID 1816 1813 1814 1811 1812 1817 1818 1820
Lanes LTR L T, RT LT R L T, T R
Volume 78 137 682 21 24 23 647 88
Approach N
Lane Group 1816 1813 1814 1811 1812 1817 1818 1820
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 2 1 1 1 2 1
Saturation Flow Rate 1600 1600 3200 1600 1600 1600 3200 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 28 10 40 137 558 124 14 7 24 23 647 88
Volume / Saturation Flow Rate 0.018 0.049 0.049 0.086 0.213 0.213 0.009 0.013 0.015 0.014 0.202 0.055 Overlap adjusted Volume / Saturation Flow Rate 0.018 0.049 0.049 0.086 0.213 0.213 0.009 0.013 0.015 0.014 0.202 0.055 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
E S W
Node 524: Hollister & Coromar Project Access
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
E S W
Saturation Flow Rate

Page 56 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.402
Loss Time 0
Cycle Length 100
Adj V/C 0.502
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 55 321 203 131 442 31 108 346 171 89 268 243 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 14 80 51 33 111 8 27 87 43 22 67 61
Adjusted Volume 55 321 203 131 442 31 108 346 171 89 268 243 Approach
Lane Group L C R L C L C R L C
ID 1824 1825 1827 1821 1822 1832 1834 1836 1828 1830
Lanes L T, T R L T, RT L, L T, T R L, L T, RT
Volume 55 321 203 131 473 108 346 171 89 511
Approach
Lane Group 1824 1825 1827 1821 1822 1832 1834 1836 1828 1830 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 2 2 1 2 2
Saturation Flow Rate 1600 3200 1600 1600 3200 3200 3200 1600 3200 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 55 321 203 131 442 31 108 346 171 89 268 243
Volume / Saturation Flow Rate 0.034 0.100 0.127 0.082 0.148 0.148 0.034 0.108 0.107 0.028 0.160 0.160 Overlap adjusted Volume / Saturation Flow Rate 0.034 0.100 0.127 0.082 0.148 0.148 0.034 0.108 0.107 0.028 0.160 0.160 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 525: Hollister & Los Carneros
Volume and Adjustments by Movement

N E S W

Page 57 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.94
Worst Case Delay24.24
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 19.00 20.00 614.00 50.00 49.00 482.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 20.65 21.74 667.39 54.35 53.26 523.91 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 20.65 21.74 53.26
Conflicting Volume (Veh) 1063.04 360.87 721.74
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 1063.04 360.87 721.74
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 221.54 641.59 889.53
Capacity 206.01 641.59 889.53
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.50 6.90 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.80 6.90 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 20.65 21.74 667.39 54.35 53.26 523.91
cmx, Capacity 206.01 641.59 889.53
V / C 0.10 0.03 0.06
d, Delay 24.24 12.37 9.11

LOS C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 2
Movements L1, R1 T, R1 L1, T
vx, Volume 42.39 360.87 360.87 288.59 288.59
Flared Storage Size
cmx, Capacity 316.05 1800.00
V / C 0.13 0.16
Q95, 95% Queue Length 0.46 0.09
d, Delay 18.15 9.11
LOS C
dA, Approach Delay 18.15
Approach LOS C
C

0.00 0.53
Delay and Level of Service by Lane
E (Major) W (Major)

0.00 0.84
Delay and Level of Service by Movement
N E (Major) W (Major)

18.15 0.00 0.84
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 526: Cremona Dr & Hollister Ave
Volume and Adjustments
N E (Major) W (Major)

Page 58 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.263
Loss Time 0
Cycle Length 100
Adj V/C 0.363
Approach
Movement L1 R1 T R1 L1 T
Base Volume 114 74 590 53 37 464
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 29 19 148 13 9 116
Adjusted Volume 114 74 590 53 37 464
Approach N E
Lane Group C C L C
ID 1839 1837 1842 1843
Lanes L, LTR, RT, RT L T, T
Volume 188 643 37 464
Approach N E
Lane Group 1839 1837 1842 1843
Base Saturation Flow Rate 1600 1600 1600 1600
Number of Lanes 3 2 1 2
Saturation Flow Rate 4800 3200 1600 3200
Approach
Movement L1 R1 T R1 L1 T
Volume 114 74 590 53 37 464
Volume / Saturation Flow Rate 0.036 0.039 0.201 0.201 0.023 0.145 Overlap adjusted Volume / Saturation Flow Rate 0.036 0.039 0.201 0.201 0.023 0.145 Critical Movement Y Y Y
W
Saturation Flow Rate
W
Capacity Analysis
N E W
Volume and Adjustments by Lane Group
Node 528: Hollister & Los Carneros Way
Volume and Adjustments by Movement
N E W

Page 59 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.275
Loss Time 0
Cycle Length 100
Adj V/C 0.375
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 56 2 36 4 603 80 7 1 6 34 496 28
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 14 1 9 1 151 20 2 0 2 9 124 7
Adjusted Volume 56 2 36 4 603 80 7 1 6 34 496 28
Approach
Lane Group C R L C C R L C
ID 1850 1851 1847 1848 1845 1846 1852 1853
Lanes LT R L T, RT LT R L T, RT
Volume 58 36 4 683 8 6 34 524
Approach
Lane Group 1850 1851 1847 1848 1845 1846 1852 1853
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 56 2 36 4 603 80 7 1 6 34 496 28
Volume / Saturation Flow Rate 0.035 0.036 0.023 0.003 0.213 0.213 0.004 0.005 0.004 0.021 0.164 0.164 Overlap adjusted Volume / Saturation Flow Rate 0.035 0.036 0.023 0.003 0.213 0.213 0.004 0.005 0.004 0.021 0.164 0.164 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 530: Hollister & Aero Camino
Volume and Adjustments by Movement

N E S W

Page 60 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.57
Worst Case Delay29.6
Worst Case LOSD
Approach
Movement T R1 L1 T L1 R1
Base Volume 548.00 39.00 51.00 725.00 42.00 36.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 595.65 42.39 55.43 788.04 45.65 39.13 Approach
Movement T R1 L1 T L1 R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement T R1 L1 T L1 R1
Rank 1 1 2 1 3 2
vx, Volume 55.43 45.65 39.13
Conflicting Volume (Veh) 638.04 1121.74 319.02
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 638.04 1121.74 319.02
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 955.47 203.02 682.64
Capacity 955.47 187.94 682.64
Approach
Movement T R1 L1 T L1 R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement T R1 L1 T L1 R1
vx, Volume 595.65 42.39 55.43 788.04 45.65 39.13
cmx, Capacity 955.47 187.94 682.64
V / C 0.06 0.24 0.06
d, Delay 9.00 29.60 15.72

LOS A D C
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 3 Lane 1
Movements T, R1 L1, R1
vx, Volume 319.02 319.02 55.43 394.02 394.02 84.78
Flared Storage Size
cmx, Capacity 282.39
V / C 0.30
Q95, 95% Queue Length 1.27
d, Delay 23.19
LOS C
dA, Approach Delay 23.19
Approach LOS C
C

0.00 0.00
Delay and Level of Service by Lane
N (Major) S (Major)

0.00 0.59
Delay and Level of Service by Movement
N (Major) S (Major) W

0.00 0.59 23.19
Critical Headway and Follow Up Headway
N (Major) S (Major) W

0.00 0.00 0.00
N (Major) S (Major) W
Capacity of Movements below Rank 1
N (Major) S (Major) W
Pedestrians
Node 553: Storke & Santa Felicia
Volume and Adjustments
N (Major) S (Major) W

Page 61 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.8
Worst Case Delay11.88
Worst Case LOSB
Approach
Movement T R1 L1 T L1 R1
Base Volume 18.00 225.00 2.00 21.00 202.00 11.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 19.57 244.57 2.17 22.83 219.57 11.96 Approach
Movement T R1 L1 T L1 R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement T R1 L1 T L1 R1
Rank 2 1 3 2 1 1
vx, Volume 19.57 2.17 22.83
Conflicting Volume (Veh) 225.54 489.67 225.54
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 225.54 489.67 225.54
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1354.91 541.32 677.12
Capacity 1354.91 540.12 677.12
Approach
Movement T R1 L1 T L1 R1
tc,base, Base Critical Headway 4.10 7.10 6.50
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.20
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.50
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 4.00
Approach
Movement T R1 L1 T L1 R1
vx, Volume 19.57 244.57 2.17 22.83 219.57 11.96
cmx, Capacity 1354.91 540.12 677.12
V / C 0.01 0.00 0.03
d, Delay 7.70 11.88 10.53

LOS A B B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N (Major) S W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements T, R1 L1, T L1, R1
vx, Volume 264.13 25.00 231.52
Flared Storage Size
cmx, Capacity 1354.91 662.51
V / C 0.19 0.04
Q95, 95% Queue Length 0.73 0.12
d, Delay 7.70 10.65
LOS B
dA, Approach Delay 0.57 10.65 0.00
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.00
Delay and Level of Service by Movement
N (Major) S W (Major)

0.57 10.65 0.00
Critical Headway and Follow Up Headway
N (Major) S W (Major)

0.00 0.00 0.00
N (Major) S W (Major)
Capacity of Movements below Rank 1
N (Major) S W (Major)
Pedestrians
Node 556: Fowler & Fairview
Volume and Adjustments
N (Major) S W (Major)

Page 62 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.373
Loss Time 0
Cycle Length 100
Adj V/C 0.473
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 56 346 62 10 8 110 86 514 13 149 6 63
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 14 87 16 3 2 28 22 129 3 37 2 16
Adjusted Volume 56 346 62 10 8 110 86 514 13 149 6 63
Approach E
Lane Group L C C L C L C
ID 1856 1857 1855 1861 1862 1859 1860
Lanes L T, RT LTR L T, RT L RT
Volume 56 408 128 86 527 149 69
Approach E
Lane Group 1856 1857 1855 1861 1862 1859 1860
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 1 1
Saturation Flow Rate 1600 3200 1600 1600 3200 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 56 346 62 10 8 110 86 514 13 149 6 63
Volume / Saturation Flow Rate 0.035 0.128 0.128 0.006 0.080 0.080 0.054 0.165 0.165 0.093 0.043 0.043 Overlap adjusted Volume / Saturation Flow Rate 0.035 0.128 0.128 0.006 0.080 0.080 0.054 0.165 0.165 0.093 0.043 0.043 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
N S W
Node 562: Storke & Phelps
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
N S W
Saturation Flow Rate

Page 63 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.194
Loss Time 0
Cycle Length 100
Adj V/C 0.294
Approach N
Movement L1 T L1 R1 T R1
Base Volume 145 18 17 130 35 35
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 36 5 4 33 9 9
Adjusted Volume 145 18 17 130 35 35
Approach N E
Lane Group C L R C R
ID 1864 1867 1868 1865 1866
Lanes LT L R T R
Volume 163 17 130 35 35
Approach N E
Lane Group 1864 1867 1868 1865 1866
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 1 1 1
Saturation Flow Rate 1600 1600 1600 1600 1600
Approach N
Movement L1 T L1 R1 T R1
Volume 145 18 17 130 35 35
Volume / Saturation Flow Rate 0.091 0.102 0.011 0.081 0.022 0.022 Overlap adjusted Volume / Saturation Flow Rate 0.091 0.102 0.011 0.081 0.022 0.022 Critical Movement Y Y Y
E S W
S W
Saturation Flow Rate
S W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 564: Mesa & Los Carneros
Volume and Adjustments by Movement
E S W

Page 64 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.4
Loss Time 0
Cycle Length 100
Adj V/C 0.5
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 38 569 424 4 3 5 77 417 12 55 1 39
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 10 142 106 1 1 1 19 104 3 14 0 10
Adjusted Volume 38 569 424 4 3 5 77 417 12 55 1 39
Approach E
Lane Group L C C L C C R
ID 1915 1916 1914 1920 1921 1918 1919
Lanes L T, RT LTR L T, RT LT R
Volume 38 993 12 77 429 56 39
Approach E
Lane Group 1915 1916 1914 1920 1921 1918 1919
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 1 1
Saturation Flow Rate 1600 3200 1600 1600 3200 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 38 569 424 4 3 5 77 417 12 55 1 39
Volume / Saturation Flow Rate 0.024 0.310 0.310 0.003 0.008 0.007 0.048 0.134 0.134 0.034 0.035 0.024 Overlap adjusted Volume / Saturation Flow Rate 0.024 0.310 0.310 0.003 0.008 0.007 0.048 0.134 0.134 0.034 0.035 0.024 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
N S W
Node 617: Los Caneros & Castilian
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
N S W
Saturation Flow Rate

Page 65 of 75 ends

Control Type AWSC
Method HCM 7th Edition
Average Delay 19.04
Average LOS C
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 0.00 241.00 25.00 357.00 44.00 5.00 52.00 105.00 51.00 6.00 5.00 69.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 Flow Rate 0.00 261.96 27.17 388.04 47.83 5.43 56.52 114.13 55.43 6.52 5.43 75.00 Geometry Group
Approach W
Lanes Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Total Lane Flow Rate 0.00 289.13 388.04 53.26 56.52 169.57 86.96 Left Turn Flow Rate 0.00 0.00 388.04 0.00 56.52 0.00 6.52 Right Turn Flow Rate 0.00 27.17 0.00 5.43 0.00 55.43 75.00 PLT, Proportion LT 0.00 0.00 1.00 0.00 1.00 0.00 0.08
PRT, Proportion RT 0.00 0.09 0.00 0.10 0.00 0.33 0.86
PHV, Proportion HV 0.00 0.00 0.00 0.00 0.00 0.00 0.00
hLT,adj, Headway adjustment for left turns 0.20
hRT,adj, Headway adjustment for right turns -0.60
hHV,adj, Headway adjustment for heavy vehicles 1.70
hadj, Headway adjustment 0.00 -0.07 0.50 -0.07 0.50 -0.23 -0.50 Approach W
Lanes Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Total Lane Flow Rate 0.00 289.13 388.04 53.26 56.52 169.57 86.96 hd initial 3.20 3.20 3.20 3.20 3.20 3.20 3.20
x initial 0.00 0.26 0.34 0.05 0.05 0.15 0.08
hd, iteration 1 5.52 5.46 5.89 5.32 6.08 5.34 5.21
Difference, iteration 1 2.32 2.26 2.69 2.12 2.88 2.14 2.01 hd, iteration 2 6.34 6.28 6.51 5.93 6.97 6.24 6.19
Difference, iteration 2 0.82 0.82 0.62 0.61 0.90 0.89 0.98 hd, iteration 3 6.58 6.51 6.74 6.16 7.24 6.50 6.53
Difference, iteration 3 0.23 0.23 0.23 0.23 0.27 0.27 0.34 hd, iteration 4 6.66 6.59 6.81 6.23 7.34 6.59 6.63
Difference, iteration 4 0.08 0.08 0.07 0.07 0.09 0.09 0.11 hd, iteration 5 6.69 6.62 6.83 6.26 7.36 6.62 6.67
Difference, iteration 5 0.03 0.03 0.02 0.02 0.03 0.03 0.04 Convergence Y Y Y Y Y Y Y
hd final, Departure Headway 6.69 6.62 6.83 6.26 7.36 6.62 6.67 x final, Degree of Utilization 0.00 0.53 0.74 0.09 0.12 0.31 0.16 Approach W
Lanes Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Total Lane Flow Rate 0.00 289.13 388.04 53.26 56.52 169.57 86.96 hd, Departure Headway 6.69 6.62 6.83 6.26 7.36 6.62 6.67 x, Degree of Utilization 0.00 0.53 0.74 0.09 0.12 0.31 0.16 m, Move Up Time 2.30 2.30 2.30 2.30 2.30 2.30 2.00
ts, Service Time 4.39 4.32 4.53 3.96 5.06 4.32 4.67
Capacity 537.48 543.81 525.98 575.21 488.71 543.14 539.32 Delay 9.39 16.77 27.94 9.60 11.03 12.32 10.95

LOS A C D A B B B
Q95, 95% Queue Length 0.00 3.32 7.57 0.31 0.39 1.35 0.57 Approach Delay 10.95
Approach LOS B
Intersection Delay
Intersection LOS
C D B

19.04 C
Capacity and Level of Service
N E S

16.77 25.73 12.00

1.70 1.70 1.70
Departure Headway
N E S

0.50 0.50 0.50
-0.70 -0.70 -0.70
N E S
Node 624: Cathedral Oaks & Calle Real
Volume and Adjustments

N E S W
5 5 5 4b
Saturation Headway

Page 66 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.373
Loss Time 0
Cycle Length 100
Adj V/C 0.473
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 86 8 25 63 708 66 35 3 58 27 780 41
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 22 2 6 16 177 17 9 1 15 7 195 10
Adjusted Volume 86 8 25 63 708 66 35 3 58 27 780 41
Approach N
Lane Group C L C R C R L C
ID 1930 1925 1927 1929 1923 1924 1931 1932
Lanes LTR L, L T, T R LT R L T, RT
Volume 119 63 708 66 38 58 27 821
Approach N
Lane Group 1930 1925 1927 1929 1923 1924 1931 1932
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 2 1 1 1 1 2
Saturation Flow Rate 1600 3200 3200 1600 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 86 8 25 63 708 66 35 3 58 27 780 41
Volume / Saturation Flow Rate 0.054 0.074 0.074 0.020 0.221 0.041 0.022 0.024 0.036 0.017 0.257 0.257 Overlap adjusted Volume / Saturation Flow Rate 0.054 0.074 0.074 0.020 0.221 0.041 0.022 0.024 0.036 0.017 0.257 0.257 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
E S W
Node 630: Hollister & Marketplace/Village Way
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
E S W
Saturation Flow Rate

Page 67 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.43
Worst Case Delay17.02
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 318.00 94.00 41.00 370.00 33.00 31.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 345.65 102.17 44.57 402.17 35.87 33.70 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 1 1 2 1 3 2
vx, Volume 44.57 35.87 33.70
Conflicting Volume (Veh) 396.74 843.48 396.74
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 396.74 843.48 396.74
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1172.82 336.49 543.69
Capacity 1172.82 335.33 543.69
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 4.10 7.10 6.50
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.20
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.50
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 4.00
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 345.65 102.17 44.57 402.17 35.87 33.70
cmx, Capacity 1172.82 335.33 543.69
V / C 0.04 0.11 0.06
d, Delay 8.19 17.02 12.06

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Movements
vx, Volume 345.65 102.17 44.57 402.17 35.87 33.70
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay
Approach LOS B
Delay and Level of Service by Lane
N (Major) E (Major) W

0.00 0.82 14.62
B

0.00 0.00
Delay and Level of Service by Movement
N (Major) E (Major) W

0.00 0.82 14.62
Critical Headway and Follow Up Headway
N (Major) E (Major) W

0.00 0.00 0.00
N (Major) E (Major) W
Capacity of Movements below Rank 1
N (Major) E (Major) W
Pedestrians
Node 636: Hollister & Cathedral Oaks
Volume and Adjustments
N (Major) E (Major) W

Page 68 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.306
Loss Time 0
Cycle Length 100
Adj V/C 0.406
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 14 1 3 48 378 42 80 3 213 5 390 40
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 4 0 1 12 95 11 20 1 53 1 98 10
Adjusted Volume 14 1 3 48 378 42 80 3 213 5 390 40
Approach
Lane Group C R L C C R L C
ID 1939 1940 1936 1937 1934 1935 1941 1942
Lanes LT R L T, RT LT R L T, RT
Volume 15 3 48 420 83 213 5 430
Approach
Lane Group 1939 1940 1936 1937 1934 1935 1941 1942
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 14 1 3 48 378 42 80 3 213 5 390 40
Volume / Saturation Flow Rate 0.009 0.009 0.002 0.030 0.131 0.131 0.050 0.052 0.133 0.003 0.134 0.134 Overlap adjusted Volume / Saturation Flow Rate 0.009 0.009 0.002 0.030 0.131 0.131 0.050 0.052 0.133 0.003 0.134 0.134 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 717: Hollister & Entrance
Volume and Adjustments by Movement

N E S W

Page 69 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay95.52
Worst Case Delay2115.38
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 19.00 2.00 97.00 17.00 430.00 33.00 55.00 8.00 14.00 236.00 788.00 76.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 20.65 2.17 105.43 18.48 467.39 35.87 59.78 8.70 15.22 256.52 856.52 82.61 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 20.65 2.17 105.43 18.48 59.78 8.70 15.22 256.52 Conflicting Volume (Veh) 1467.931974.46 251.63 939.13 1682.611951.09 469.57 503.26 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1467.931974.46 251.63 939.13 1682.611951.09 469.57 503.26 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 90.73 62.88 754.15 737.99 62.76 65.03 545.81 1071.60 Capacity 48.43 40.36 754.15 737.99 33.43 41.74 545.81 1071.60 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 20.65 2.17 105.43 18.48 467.39 35.87 59.78 8.70 15.22 256.52 856.52 82.61 cmx, Capacity 48.43 40.36 754.15 737.99 33.43 41.74 545.81 1071.60 V / C 0.43 0.05 0.14 0.03 1.79 0.21 0.03 0.24
d, Delay 106.66 121.52 37.09 9.90 2115.382093.942014.29 9.42

LOS F F E A F F F A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 1 Lane 2 Lane 3
Movements L1, T, R1 L1, T T, R1 L1, T, R1 T, R1
vx, Volume 128.26 260.87 260.87 83.70 256.52 469.57 469.57 Flared Storage Size
cmx, Capacity 206.83 1800.00 41.34
V / C 0.62 0.14 2.02
Q95, 95% Queue Length 4.40 0.03 26.01
d, Delay 49.73 9.90 2094.77

LOS E F
dA, Approach Delay 49.73 2094.77
Approach LOS E F

0.35 2.02

0.27 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

49.73 0.35 2094.77 2.02
E F
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 856: Hollister & Cortona
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 70 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.04
Worst Case Delay10.84
Worst Case LOSB
Approach E (Major) S
Movement T R1 T R1
Base Volume 818.00 5.00 689.00 13.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 889.13 5.43 748.91 14.13
Approach E (Major) S
Movement T R1 T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach E (Major) S
Movement T R1 T R1
Rank 1 2 1 1
vx, Volume 5.43
Conflicting Volume (Veh) 381.52
Conflicting Volume (Ped) 0.00
Conflicting Volume 381.52
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 622.22
Capacity 622.22
Approach E (Major) S
Movement T R1 T R1
tc,base, Base Critical Headway 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.10
G, % Grade 0.00 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 3.30
Approach E (Major) S
Movement T R1 T R1
vx, Volume 889.13 5.43 748.91 14.13
cmx, Capacity 622.22
V / C 0.01
d, Delay 10.84
LOS B
dA, Approach Delay 0.00 10.84
Approach LOS B
dRank1, Rank 1 Delay 0.00
Approach S
Lane Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements T, R1
vx, Volume 444.57 444.57 5.43 381.52 381.52
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 10.84
Approach LOS B

0.00 0.00

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)
W (Major)
Node 864: Deckers Outdoor Access & Hollister Ave
Volume and Adjustments
W (Major)
Pedestrians
W (Major)
Capacity of Movements below Rank 1
W (Major)
Critical Headway and Follow Up Headway
W (Major)

0.00 Delay and Level of Service by Movement

Page 71 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.432
Loss Time 0
Cycle Length 100
Adj V/C 0.532
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 52 7 68 81 657 14 234 20 255 29 394 122
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 13 2 17 20 164 4 59 5 64 7 99 31
Adjusted Volume 52 7 68 81 657 14 234 20 255 29 394 122 Approach
Lane Group L C L C L C L C
ID 1947 1948 1944 1945 1952 1953 1949 1950
Lanes L RT L T, RT L RT L T, RT
Volume 52 75 81 671 234 275 29 516
Approach
Lane Group 1947 1948 1944 1945 1952 1953 1949 1950
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 52 7 68 81 657 14 234 20 255 29 394 122
Volume / Saturation Flow Rate 0.033 0.047 0.047 0.051 0.210 0.210 0.146 0.172 0.172 0.018 0.161 0.161 Overlap adjusted Volume / Saturation Flow Rate 0.033 0.047 0.047 0.051 0.210 0.210 0.146 0.172 0.172 0.018 0.161 0.161 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 877: Hollister & Sumida Gardens
Volume and Adjustments by Movement

N E S W

Page 72 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.83
Worst Case Delay15.12
Worst Case LOSC
Approach
Movement L1 T L1 R1 T R1
Base Volume 7.00 436.00 33.00 17.00 377.00 9.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 7.61 473.91 35.87 18.48 409.78 9.78
Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 7.61 35.87 18.48
Conflicting Volume (Veh) 419.57 666.85 209.78
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 419.57 666.85 209.78
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1150.39 396.64 802.15
Capacity 1150.39 393.62 802.15
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 7.61 473.91 35.87 18.48 409.78 9.78
cmx, Capacity 1150.39 393.62 802.15
V / C 0.01 0.09 0.02
d, Delay 8.15 15.12 10.46

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2
Movements L1, R1 T, R1
vx, Volume 7.61 236.96 236.96 54.35 209.78 209.78
Flared Storage Size
cmx, Capacity 476.05
V / C 0.11
Q95, 95% Queue Length 0.39
d, Delay 13.54
LOS B
dA, Approach Delay 13.54
Approach LOS B
B

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.13 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

0.13 13.54 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 1042: Hollister & Santa Babara Shores
Volume and Adjustments
E (Major) S W (Major)

Page 73 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay4.27
Worst Case Delay31.78
Worst Case LOSD
Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
Base Volume 94.00 3.00 19.00 329.00 155.00 3.00 1.00 14.00 85.00 268.00 4.00 PHF, Peak-hour factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 V, Adjusted Volume 94.00 3.00 19.00 329.00 155.00 3.00 1.00 14.00 85.00 268.00 4.00 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 1 1 4 3 2 2 1 1
vx, Volume 94.00 3.00 19.00 3.00 1.00 14.00 85.00
Conflicting Volume (Veh) 892.00 886.50 272.00 886.00 962.00 270.00 484.00 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 892.00 886.50 272.00 886.00 962.00 270.00 484.00 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 264.85 285.48 1302.99 267.34 257.94 773.53 1089.26 Capacity 230.42 253.93 1302.99 235.29 229.43 773.53 1089.26 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T L1 T R1 L1 T R1 L1 T R1
vx, Volume 94.00 3.00 19.00 329.00 155.00 3.00 1.00 14.00 85.00 268.00 4.00 cmx, Capacity 230.42 253.93 1302.99 235.29 229.43 773.53 1089.26 V / C 0.41 0.01 0.01 0.01 0.00 0.02 0.08
d, Delay 31.78 30.33 7.79 20.56 20.95 9.91 8.40

LOS D D A C C A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major) S W (Major)
Lane Lane 1 Lane 1 Lane 1 Lane 1
Movements L1, T L1, T, R1L1, T, R1L1, T, R1
vx, Volume 97.00 503.00 18.00 357.00
Flared Storage Size
cmx, Capacity 231.08 1691.65 511.25 1794.72
V / C 0.42 0.30 0.04 0.20
Q95, 95% Queue Length 2.10 0.03 0.11 0.15
d, Delay 31.73 7.79 12.30 8.40

LOS D B
dA, Approach Delay 31.73 0.29 12.30 2.00
Approach LOS D B
Delay and Level of Service by Lane
D B

0.16 0.77

0.00 Delay and Level of Service by Movement

31.73 0.29 12.30 2.00
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 1141: Sperling Preserve/Ellwood Dwy & Hollister Ave Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 74 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.33
Worst Case Delay10.2
Worst Case LOSB
Approach
Movement L1 T L1 R1 T R1
Base Volume 37.00 81.00 1.00 30.00 86.00 1.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 40.22 88.04 1.09 32.61 93.48 1.09
Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 40.22 1.09 32.61
Conflicting Volume (Veh) 94.57 262.50 94.02
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 94.57 262.50 94.02
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1512.15 730.81 968.38
Capacity 1512.15 710.37 968.38
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.10 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 40.22 88.04 1.09 32.61 93.48 1.09
cmx, Capacity 1512.15 710.37 968.38
V / C 0.03 0.00 0.03
d, Delay 7.43 10.20 8.85

LOS A B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N (Major) E S (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
vx, Volume 128.26 33.70 94.57
Flared Storage Size
cmx, Capacity 1800.00 957.17
V / C 0.07 0.04
Q95, 95% Queue Length 0.07 0.11
d, Delay 7.43 8.90
LOS A
dA, Approach Delay 2.33 8.90 0.00
Approach LOS A
Delay and Level of Service by Lane
A

0.21 0.00
Delay and Level of Service by Movement
N (Major) E S (Major)

2.33 8.90 0.00
Critical Headway and Follow Up Headway
N (Major) E S (Major)

0.00 0.00 0.00
N (Major) E S (Major)
Capacity of Movements below Rank 1
N (Major) E S (Major)
Pedestrians
Node 1182: Ward & Ekwill
Volume and Adjustments
N (Major) E S (Major)

Page 75 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.99
Worst Case Delay21.27
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 11.00 2.00 4.00 26.00 364.00 5.00 2.00 0.00 22.00 3.00 409.00 7.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 11.96 2.17 4.35 28.26 395.65 5.43 2.17 0.00 23.91 3.26 444.57 7.61 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 11.96 2.17 4.35 28.26 2.17 0.00 23.91 3.26
Conflicting Volume (Veh) 921.74 913.59 398.37 452.17 913.04 912.50 448.37 401.09 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 921.74 913.59 398.37 452.17 913.04 912.50 448.37 401.09 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 252.87 275.29 655.71 1119.06 256.32 275.70 614.65 1168.52 Capacity 234.25 265.35 655.71 1119.06 243.48 265.74 614.65 1168.52 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 11.96 2.17 4.35 28.26 395.65 5.43 2.17 0.00 23.91 3.26 444.57 7.61 cmx, Capacity 234.25 265.35 655.71 1119.06 243.48 265.74 614.65 1168.52 V / C 0.05 0.01 0.01 0.03 0.01 0.00 0.04 0.00
d, Delay 21.27 19.47 11.39 8.30 20.12 18.88 11.19 8.09

LOS C C B A C C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 18.48 28.26 401.09 26.09 3.26 452.17
Flared Storage Size
cmx, Capacity 280.55 545.37
V / C 0.07 0.05
Q95, 95% Queue Length 0.21 0.15
d, Delay 18.74 11.93

LOS C B
dA, Approach Delay 18.74 11.93
Approach LOS C B

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

0.55 0.06
C B

0.00 0.00
Delay and Level of Service by Movement

18.74 0.55 11.93 0.06
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 164: Cathedral Oaks & La Patera
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 2 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.29
Worst Case Delay21.08
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 13.00 2.00 5.00 14.00 376.00 7.00 15.00 2.00 21.00 6.00 414.00 13.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 14.13 2.17 5.43 15.22 408.70 7.61 16.30 2.17 22.83 6.52 450.00 14.13 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 14.13 2.17 5.43 15.22 16.30 2.17 22.83 6.52
Conflicting Volume (Veh) 914.13 920.11 412.50 464.13 916.85 916.85 457.07 416.30 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 914.13 920.11 412.50 464.13 916.85 916.85 457.07 416.30 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 255.89 272.89 643.85 1107.77 254.80 274.09 607.76 1153.57 Capacity 239.13 267.09 643.85 1107.77 245.31 268.26 607.76 1153.57 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 14.13 2.17 5.43 15.22 408.70 7.61 16.30 2.17 22.83 6.52 450.00 14.13 cmx, Capacity 239.13 267.09 643.85 1107.77 245.31 268.26 607.76 1153.57 V / C 0.06 0.01 0.01 0.01 0.07 0.01 0.04 0.01
d, Delay 21.08 19.50 11.62 8.30 20.91 19.65 12.16 8.13

LOS C C B A C C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S W (Major)
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 1
Movements L1, T, R1 T, R1 L1, T, R1L1, T, R1
vx, Volume 21.74 15.22 416.30 41.30 470.65
Flared Storage Size
cmx, Capacity 287.28 368.38 1789.11
V / C 0.08 0.11 0.26
Q95, 95% Queue Length 0.25 0.38 0.01
d, Delay 18.56 16.01 8.13

LOS C C
dA, Approach Delay 18.56 16.01 0.11
Approach LOS C C

0.29 0.00

0.00 Delay and Level of Service by Movement

0.06 Delay and Level of Service by Lane
E (Major)

18.56 0.29 16.01 0.11
C C
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 169: Carlo Dr & Cathedral Oaks Rd
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 3 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.29
Loss Time 0
Cycle Length 100
Adj V/C 0.39
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 40 55 20 124 281 45 104 60 193 12 296 51
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 10 14 5 31 70 11 26 15 48 3 74 13
Adjusted Volume 40 55 20 124 281 45 104 60 193 12 296 51 Approach
Lane Group L C L C L C L C
ID 672 673 669 670 678 679 675 676
Lanes L T, RT L T, RT L T, RT L T, RT
Volume 40 75 124 326 104 253 12 347
Approach
Lane Group 672 673 669 670 678 679 675 676
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 2 1 2 1 2
Saturation Flow Rate 1600 3200 1600 3200 1600 3200 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 40 55 20 124 281 45 104 60 193 12 296 51
Volume / Saturation Flow Rate 0.025 0.023 0.023 0.078 0.102 0.102 0.065 0.079 0.079 0.008 0.108 0.108 Overlap adjusted Volume / Saturation Flow Rate 0.025 0.023 0.023 0.078 0.102 0.102 0.065 0.079 0.079 0.008 0.108 0.108 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 171: Cathedral Oaks & Fairview
Volume and Adjustments by Movement

N E S W

Page 4 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.207
Loss Time 0
Cycle Length 100
Adj V/C 0.307
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 24 8 43 22 435 15 13 19 21 41 487 18
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 6 2 11 6 109 4 3 5 5 10 122 5
Adjusted Volume 24 8 43 22 435 15 13 19 21 41 487 18
Approach
Lane Group C R L C C R L C
ID 684 685 681 682 689 690 686 687
Lanes LT R L T, RT LT R L T, RT
Volume 32 43 22 450 32 21 41 505
Approach
Lane Group 684 685 681 682 689 690 686 687
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 24 8 43 22 435 15 13 19 21 41 487 18
Volume / Saturation Flow Rate 0.015 0.020 0.027 0.014 0.141 0.141 0.008 0.020 0.013 0.026 0.158 0.158 Overlap adjusted Volume / Saturation Flow Rate 0.015 0.020 0.027 0.014 0.141 0.141 0.008 0.020 0.013 0.026 0.158 0.158 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 173: Cathedral Oaks & Cambridge
Volume and Adjustments by Movement

N E S W

Page 5 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay3.38
Worst Case Delay20
Worst Case LOSC
Approach
Movement L1 T L1 R1 T R1
Base Volume 74.00 292.00 37.00 125.00 337.00 37.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 80.43 317.39 40.22 135.87 366.30 40.22 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 80.43 40.22 135.87
Conflicting Volume (Veh) 406.52 844.57 366.30
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 406.52 844.57 366.30
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1163.16 335.99 683.42
Capacity 1163.16 307.79 683.42
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.10 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 80.43 317.39 40.22 135.87 366.30 40.22
cmx, Capacity 1163.16 307.79 683.42
V / C 0.07 0.13 0.20
d, Delay 8.32 20.00 13.57

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements L1, R1
vx, Volume 80.43 317.39 176.09 366.30 40.22
Flared Storage Size
cmx, Capacity 534.45
V / C 0.33
Q95, 95% Queue Length 1.46
d, Delay 15.04
LOS C
dA, Approach Delay 15.04
Approach LOS C
C

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

1.68 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

1.68 15.04 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 195: Cathedral Oaks & Los Carneros
Volume and Adjustments
E (Major) S W (Major)

Page 6 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.42
Worst Case Delay20.07
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 6.00 291.00 15.00 9.00 0.00 7.00 90.00 319.00 9.00 14.00 0.00 72.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 6.52 316.30 16.30 9.78 0.00 7.61 97.83 346.74 9.78 15.22 0.00 78.26 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 2 1 1 4 3 2 2 1 1 4 3 2
vx, Volume 6.52 9.78 0.00 7.61 97.83 15.22 0.00 78.26
Conflicting Volume (Veh) 356.52 718.48 892.93 178.26 332.61 706.52 889.67 166.30 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 356.52 718.48 892.93 178.26 332.61 706.52 889.67 166.30 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1213.37 319.93 283.03 840.24 1238.10 326.32 284.27 855.15 Capacity 1213.37 260.41 253.58 840.24 1238.10 289.72 254.69 855.15 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.50 6.90 4.10 7.50 6.50 6.90 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.00 0.20 0.20 0.10 0.00 0.20 0.20 0.10 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 4.10 7.50 6.50 6.90 4.10 7.50 6.50 6.90 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00 3.30 2.20 3.50 4.00 3.30 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 2.20 3.50 4.00 3.30 2.20 3.50 4.00 3.30 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 6.52 316.30 16.30 9.78 0.00 7.61 97.83 346.74 9.78 15.22 0.00 78.26 cmx, Capacity 1213.37 260.41 253.58 840.24 1238.10 289.72 254.69 855.15 V / C 0.01 0.04 0.00 0.01 0.08 0.05 0.00 0.09
d, Delay 7.98 19.30 19.67 9.76 8.16 18.36 20.07 10.14

LOS A C C A A C C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach E W
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 1
Movements T, R1 L1, T, R1 T, R1 L1, T, R1
vx, Volume 6.52 166.30 166.30 17.39 97.83 356.52 93.48
Flared Storage Size
cmx, Capacity 373.04 648.97
V / C 0.05 0.14
Q95, 95% Queue Length 0.15 0.50
d, Delay 15.12 11.48

LOS C B
dA, Approach Delay 15.12 11.48
Approach LOS C B

0.00 Delay and Level of Service by Lane
N (Major) S (Major)

0.15 1.76
C B

0.00 0.00
Delay and Level of Service by Movement

0.15 15.12 1.76 11.48
N (Major) E S (Major) W
N (Major) E S (Major) W
Critical Headway and Follow Up Headway
N (Major) E S (Major) W

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 203: Stow Canyon & Fairview
Volume and Adjustments
N (Major) E S (Major) W
Pedestrians
N (Major) E S (Major) W

Page 7 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.211
Loss Time 0
Cycle Length 100
Adj V/C 0.311
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 17 396 5 48 1 16 7 393 52 6 2 6
PHF 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 Peak 15 Volume 5 108 1 13 0 4 2 107 14 2 1 2
Adjusted Volume 18 430 5 52 1 17 8 427 57 7 2 7
Approach E W
Lane Group L C C L C C
ID 715 716 714 719 720 718
Lanes L T, RT LTR L T, RT LTR
Volume 18 436 71 8 484 15
Approach E W
Lane Group 715 716 714 719 720 718
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 1
Saturation Flow Rate 1600 3200 1600 1600 3200 1600
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 18 430 5 52 1 17 8 427 57 7 2 7
Volume / Saturation Flow Rate 0.012 0.136 0.136 0.033 0.044 0.044 0.005 0.151 0.151 0.004 0.010 0.010 Overlap adjusted Volume / Saturation Flow Rate 0.012 0.136 0.136 0.033 0.044 0.044 0.005 0.151 0.151 0.004 0.010 0.010 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
Volume and Adjustments by Lane Group
N S
Saturation Flow Rate
N S
Node 204: Fairview & Berkeley
Volume and Adjustments by Movement

N E S W

Page 8 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.89
Worst Case Delay21.03
Worst Case LOSC
Approach
Movement T R1 L1 T L1 R1
Base Volume 400.00 60.00 54.00 354.00 80.00 52.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 434.78 65.22 58.70 384.78 86.96 56.52 Approach
Movement T R1 L1 T L1 R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement T R1 L1 T L1 R1
Rank 1 1 2 1 3 2
vx, Volume 58.70 86.96 56.52
Conflicting Volume (Veh) 500.00 777.17 250.00
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 500.00 777.17 250.00
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1074.57 337.66 755.97
Capacity 1074.57 317.01 755.97
Approach
Movement T R1 L1 T L1 R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement T R1 L1 T L1 R1
vx, Volume 434.78 65.22 58.70 384.78 86.96 56.52
cmx, Capacity 1074.57 317.01 755.97
V / C 0.05 0.27 0.07
d, Delay 8.54 21.03 14.44

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 3 Lane 1
Movements T, R1 L1, R1
vx, Volume 250.00 250.00 58.70 192.39 192.39 143.48
Flared Storage Size
cmx, Capacity 411.03
V / C 0.35
Q95, 95% Queue Length 1.59
d, Delay 18.44
LOS C
dA, Approach Delay 18.44
Approach LOS C
C

0.00 0.00
Delay and Level of Service by Lane
N (Major) S (Major)

0.00 1.13
Delay and Level of Service by Movement
N (Major) S (Major) W

0.00 1.13 18.44
Critical Headway and Follow Up Headway
N (Major) S (Major) W

0.00 0.00 0.00
N (Major) S (Major) W
Capacity of Movements below Rank 1
N (Major) S (Major) W
Pedestrians
Node 240: Fairview & Shirrell Way
Volume and Adjustments
N (Major) S (Major) W

Page 9 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.277
Loss Time 0
Cycle Length 100
Adj V/C 0.377
Approach
Movement L1 T L1 R1 T R1
Base Volume 124 346 66 105 335 93
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 31 87 17 26 84 23
Adjusted Volume 124 346 66 105 335 93
Approach S
Lane Group L C L R C
ID 724 725 722 723 727
Lanes L T, T L R T, RT
Volume 124 346 66 105 428
Approach S
Lane Group 724 725 722 723 727
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 2 1 1 2
Saturation Flow Rate 1600 3200 1600 1600 3200
Approach
Movement L1 T L1 R1 T R1
Volume 124 346 66 105 335 93
Volume / Saturation Flow Rate 0.078 0.108 0.041 0.066 0.134 0.134 Overlap adjusted Volume / Saturation Flow Rate 0.078 0.108 0.041 0.066 0.134 0.134 Critical Movement Y Y Y
N E S
N E
Saturation Flow Rate
N E
Capacity Analysis
Volume and Adjustments by Lane Group
Node 241: Encina & Fairview
Volume and Adjustments by Movement
N E S

Page 10 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.68
Worst Case Delay12.3
Worst Case LOSB
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 12.00 2.00 4.00 45.00 131.00 15.00 13.00 2.00 36.00 3.00 120.00 22.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 13.04 2.17 4.35 48.91 142.39 16.30 14.13 2.17 39.13 3.26 130.43 23.91 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 13.04 2.17 4.35 48.91 14.13 2.17 39.13 3.26
Conflicting Volume (Veh) 409.78 401.09 142.39 154.35 388.59 393.48 130.43 158.70 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 409.78 401.09 142.39 154.35 388.59 393.48 130.43 158.70 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 555.76 540.65 910.59 1438.33 573.93 545.99 924.56 1433.10 Capacity 509.29 519.41 910.59 1438.33 546.54 524.53 924.56 1433.10 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.10 6.50 6.20 4.10 7.10 6.50 6.20 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 13.04 2.17 4.35 48.91 142.39 16.30 14.13 2.17 39.13 3.26 130.43 23.91 cmx, Capacity 509.29 519.41 910.59 1438.33 546.54 524.53 924.56 1433.10 V / C 0.03 0.00 0.00 0.03 0.03 0.00 0.04 0.00
d, Delay 12.30 12.16 9.18 7.59 11.95 12.23 9.26 7.52

LOS B B A A B B A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 L1, T, R1
vx, Volume 19.57 48.91 142.39 16.30 55.43 3.26 130.43 23.91 Flared Storage Size
cmx, Capacity 565.94 766.50
V / C 0.03 0.07
Q95, 95% Queue Length 0.11 0.23
d, Delay 11.59 10.06

LOS B B
dA, Approach Delay 11.59 10.06
Approach LOS B B

1.79 0.16

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

11.59 1.79 10.06 0.16
B B
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 273: Cathedral Oaks & Brandon
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 11 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.225
Loss Time 0
Cycle Length 100
Adj V/C 0.325
Approach N
Movement L1 T L1 R1 T R1
Base Volume 65 295 27 65 199 35
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 16 74 7 16 50 9
Adjusted Volume 65 295 27 65 199 35
Approach N
Lane Group L C L R C R
ID 767 768 771 772 769 770
Lanes L T L R T R
Volume 65 295 27 65 199 35
Approach N
Lane Group 767 768 771 772 769 770
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 1 1 1
Saturation Flow Rate 1600 1600 1600 1600 1600 1600
Approach N
Movement L1 T L1 R1 T R1
Volume 65 295 27 65 199 35
Volume / Saturation Flow Rate 0.041 0.184 0.017 0.041 0.124 0.022 Overlap adjusted Volume / Saturation Flow Rate 0.041 0.184 0.017 0.041 0.124 0.022 Critical Movement Y Y
Capacity Analysis
E S W
E S W
Saturation Flow Rate
E S W
Volume and Adjustments by Lane Group
Node 276: Cathedral Oaks & Alameda
Volume and Adjustments by Movement
E S W

Page 12 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.369
Loss Time 0
Cycle Length 100
Adj V/C 0.469
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 31 47 15 109 209 22 201 50 82 12 218 165
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 8 12 4 27 52 6 50 13 21 3 55 41
Adjusted Volume 31 47 15 109 209 22 201 50 82 12 218 165 Approach
Lane Group L C L C R L C R L C R
ID 779 780 776 777 778 773 774 775 781 782 783
Lanes L RT L T R L T R L T R
Volume 31 62 109 209 22 201 50 82 12 218 165
Approach
Lane Group 779 780 776 777 778 773 774 775 781 782 783
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 1 1 1 1 1 1 1 1
Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 31 47 15 109 209 22 201 50 82 12 218 165
Volume / Saturation Flow Rate 0.019 0.039 0.039 0.068 0.131 0.014 0.126 0.031 0.051 0.008 0.136 0.103 Overlap adjusted Volume / Saturation Flow Rate 0.019 0.039 0.039 0.068 0.131 0.014 0.126 0.031 0.051 0.008 0.136 0.103 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 277: Cathedral Oaks & Glen Anne
Volume and Adjustments by Movement

N E S W

Page 13 of 75 ends

Control Type Roundabout
Method HCM 7th Edition
Average Delay 7.36
Average LOS A
Worst Case Delay7.85
Worst Case LOSA
Approach
Movement L1 T L1 R1 T R1
Base Volume (veh/h) 18.00 122.00 384.00 32.00 223.00 367.00 PHF 0.92 0.92 0.92 0.92 0.92 0.92
Volume, Lane Flow Rate (veh/h) 19.57 132.61 417.39 34.78 242.39 398.91 Approach N E S
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
Volume, Lane Flow Rate (veh/h) 152.174452.174641.304
P_T, Share of Heavy Vehicles 0.00 0.00 0.00
f_HV, Heavy-Vehicle Adjustment Factor 1.000 1.000 1.000 Adjusted Volume (pc/h) 152.174452.174641.304
De-Facto Movements L1, T L1, R1 T, R1
Is Bypass Lane
Uses Bypass
Bypass Type
Bypass Volume (pc/h) 0.000 0.000 0.000
Non-Bypass Volume (pc/h) 152.174452.174641.304
Approach N E S
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
v_e, Entry Volume (pc/h) 152.17 452.17 641.30
v_bypass, Bypass Volume (pc/h)
t_f, Follow Up Headway
t_c, Critical Headway
A, Capacity Calibration Factor 1380.001380.001380.00
B, Capacity Calibration Factor 0.001020.001020.00102
v_c, Conflicting Volume (pc/h) 417.39 242.39 19.57
v_ex,pce, Conflicting Volume for Bypass Lane (pc/h)
c_pce, Capacity (pc/h) 901.54 1077.721352.73
n_ped, Conflicting Pedestrian Volume 0.00 0.00 0.00
f_ped, Pedestrian Adjustment Factor 1.000 1.000 1.000
P_T, Share of Heavy Vehicles 0.00 0.00 0.00
f_HV, Heavy-Vehicle Adjustment Factor 1.000 1.000 1.000 Proportion of CAVs 0.000 0.000 0.000
c, Capacity (veh/h) 901.54 1077.721352.73
Approach N E S
Lane Lane 1 Lane 1 Lane 1
Movements L1, T L1, R1 T, R1
v, Volume, Lane Flow Rate (veh/h) 152.17 452.17 641.30
c, Capacity (veh/h) 901.54 1077.721352.73
x, Volume-to-Capacity Ratio 0.17 0.42 0.47
Q_95, 95% Queue Length (veh) 0.61 2.15 2.68
d, Delay (s/veh) 5.65 7.85 7.42

LOS A A A
Approach Delay (s/veh) 5.65 7.85 7.42
Approach LOS A A A
Approach
Movement L1 T L1 R1 T R1
v, Volume, Lane Flow Rate (veh/h) 19.57 132.61 417.39 34.78 242.39 398.91 c, Capacity (veh/h) 901.54 901.54 1077.721077.721352.731352.73 x, Volume-to-Capacity Ratio 0.02 0.15 0.39 0.03 0.18 0.29 d, Delay (s/veh) 5.65 5.65 7.85 7.85 7.42 7.42

LOS A A A A A A
Approach Delay (s/veh)
Approach LOS

5.65 7.85 7.42
A A A
Capacity
Delay and Level of Service by Lane
Delay and Level of Service by Movement
N E S
Volume
Node 279:Calle Real & Los Caneros
Volume by Movement
N E S

Page 14 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.49
Worst Case Delay17.71
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 36.00 31.00 325.00 66.00 29.00 354.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 39.13 33.70 353.26 71.74 31.52 384.78 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 39.13 33.70 31.52
Conflicting Volume (Veh) 836.96 389.13 425.00
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 836.96 389.13 425.00
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 339.48 663.58 1145.11
Capacity 327.60 663.58 1145.11
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.10 6.20 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.40 6.20 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 39.13 33.70 353.26 71.74 31.52 384.78
cmx, Capacity 327.60 663.58 1145.11
V / C 0.12 0.05 0.03
d, Delay 17.71 12.15 8.18

LOS C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, R1 T, R1 L1, T
vx, Volume 72.83 425.00 416.30
Flared Storage Size
cmx, Capacity 427.82 1800.00
V / C 0.17 0.23
Q95, 95% Queue Length 0.61 0.05
d, Delay 15.14 8.18
LOS C
dA, Approach Delay 15.14 0.00 0.62
Approach LOS C
Delay and Level of Service by Lane
C

0.00 0.29
Delay and Level of Service by Movement
N E (Major) W (Major)

15.14 0.00 0.62
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 280: Calle Real & La Patera
Volume and Adjustments
N E (Major) W (Major)

Page 15 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.64
Worst Case Delay21.34
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 33.00 54.00 514.00 48.00 49.00 411.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 35.87 58.70 558.70 52.17 53.26 446.74 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 35.87 58.70 53.26
Conflicting Volume (Veh) 914.67 305.43 610.87
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 914.67 305.43 610.87
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 275.92 696.51 977.87
Capacity 258.76 696.51 977.87
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.50 6.90 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.80 6.90 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 35.87 58.70 558.70 52.17 53.26 446.74
cmx, Capacity 258.76 696.51 977.87
V / C 0.14 0.08 0.05
d, Delay 21.34 12.60 8.89

LOS C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)
Lane Lane 1 Lane 1 Lane 1 Lane 2 Lane 3
Movements L1, R1 T, R1
vx, Volume 94.57 610.87 53.26 223.37 223.37
Flared Storage Size
cmx, Capacity 424.27
V / C 0.22
Q95, 95% Queue Length 0.86
d, Delay 15.91
LOS C
dA, Approach Delay 15.91 0.00
Approach LOS C
Delay and Level of Service by Lane
W (Major)

0.95 C

0.00 0.00
Delay and Level of Service by Movement
N E (Major) W (Major)

15.91 0.00 0.95
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 282: Calle Real & Carlo Dr
Volume and Adjustments
N E (Major) W (Major)

Page 16 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.569
Loss Time 0
Cycle Length 100
Adj V/C 0.669
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 98 304 41 322 247 53 341 380 352 43 236 217 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 25 76 10 81 62 13 85 95 88 11 59 54
Adjusted Volume 98 304 41 322 247 53 341 380 352 43 236 217 Approach
Lane Group L C L C C R L C R
ID 790 791 787 789 784 786 793 794 795
Lanes L T, RT L, L RT LT, T R L T R
Volume 98 345 322 300 721 352 43 236 217
Approach
Lane Group 790 791 787 789 784 786 793 794 795
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 2 1 2 1 1 1 1
Saturation Flow Rate 1600 3200 3200 1600 3200 1600 1600 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 98 304 41 322 247 53 341 380 352 43 236 217
Volume / Saturation Flow Rate 0.061 0.108 0.108 0.101 0.187 0.188 0.213 0.225 0.220 0.027 0.148 0.136 Overlap adjusted Volume / Saturation Flow Rate 0.061 0.108 0.108 0.101 0.187 0.188 0.213 0.225 0.220 0.027 0.148 0.136 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 288: Calle Real & Fairview
Volume and Adjustments by Movement

N E S W

Page 17 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.651
Loss Time 0
Cycle Length 100
Adj V/C 0.751
Approach N S
Movement T T R1 L1 R1
Base Volume 252 253 503 572 203
PHF 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 63 63 126 143 51
Adjusted Volume 252 253 503 572 203
Approach N S
Lane Group C C R L R
ID 798 796 797 799 801
Lanes T T R L, L R
Volume 252 253 503 572 203
Approach N S
Lane Group 798 796 797 799 801
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 1 2 1
Saturation Flow Rate 1600 1600 1600 3200 1600
Approach N S
Movement T T R1 L1 R1
Volume 252 253 503 572 203
Volume / Saturation Flow Rate 0.158 0.158 0.314 0.179 0.127 Overlap adjusted Volume / Saturation Flow Rate 0.158 0.158 0.314 0.179 0.127 Critical Movement Y Y Y
Saturation Flow Rate
E W
Capacity Analysis
E W
E W
Node 289: Fairview & US 101 NB Ramps
Volume and Adjustments by Movement
E W
Volume and Adjustments by Lane Group

Page 18 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.331
Loss Time 0
Cycle Length 100
Adj V/C 0.431
Approach
Movement L1 R1 T R1 L1 T
Base Volume 106 47 636 112 49 578
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 27 12 159 28 12 145
Adjusted Volume 106 47 636 112 49 578
Approach E
Lane Group L R C L C
ID 804 805 802 806 807
Lanes L R T, RT L T, T
Volume 106 47 748 49 578
Approach E
Lane Group 804 805 802 806 807
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 2 1 2
Saturation Flow Rate 1600 1600 3200 1600 3200
Approach
Movement L1 R1 T R1 L1 T
Volume 106 47 636 112 49 578
Volume / Saturation Flow Rate 0.066 0.029 0.234 0.234 0.031 0.181 Overlap adjusted Volume / Saturation Flow Rate 0.066 0.029 0.234 0.234 0.031 0.181 Critical Movement Y Y Y
N E W
N W
Saturation Flow Rate
N W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 296: Calle Real & Kellogg
Volume and Adjustments by Movement
N E W

Page 19 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.449
Loss Time 0
Cycle Length 100
Adj V/C 0.549
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 32 665 88 17 1 72 12 939 49 120 1 25
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 8 166 22 4 0 18 3 235 12 30 0 6
Adjusted Volume 32 665 88 17 1 72 12 939 49 120 1 25
Approach
Lane Group L C C R L C C R
ID 811 812 809 810 816 817 814 815
Lanes L T, RT LT R L T, RT LT R
Volume 32 753 18 72 12 988 121 25
Approach
Lane Group 811 812 809 810 816 817 814 815
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 1 2 1 1
Saturation Flow Rate 1600 3200 1600 1600 1600 3200 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 32 665 88 17 1 72 12 939 49 120 1 25
Volume / Saturation Flow Rate 0.020 0.235 0.235 0.011 0.011 0.045 0.008 0.309 0.309 0.075 0.076 0.016 Overlap adjusted Volume / Saturation Flow Rate 0.020 0.235 0.235 0.011 0.011 0.045 0.008 0.309 0.309 0.075 0.076 0.016 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 305: Patterson & Overpass
Volume and Adjustments by Movement

N E S W

Page 20 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS D
Critical V/C 0.801
Loss Time 0
Cycle Length 100
Adj V/C 0.901
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 495 513 675 475 385 2 237
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 124 128 169 119 96 1 59
Adjusted Volume 495 513 675 475 385 2 237
Approach E W
Lane Group L C C R C
ID 819 820 823 825 821
Lanes L T T, T R L, LTR
Volume 495 513 675 475 624
Approach E W
Lane Group 819 820 823 825 821
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 2 1 2
Saturation Flow Rate 1600 1600 3200 1600 3200
Approach E
Movement L1 T T R1 L1 T R1
Volume 495 513 675 475 385 2 237
Volume / Saturation Flow Rate 0.309 0.321 0.211 0.297 0.120 0.195 0.195 Overlap adjusted Volume / Saturation Flow Rate 0.309 0.321 0.211 0.297 0.120 0.195 0.195 Critical Movement Y Y Y
N S W
N S
Saturation Flow Rate
N S
Capacity Analysis
Volume and Adjustments by Lane Group
Node 306: Patterson & US 101 SB Ramps
Volume and Adjustments by Movement
N S W

Page 21 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.558
Loss Time 0
Cycle Length 100
Adj V/C 0.658
Approach W
Movement T R1 L1 T R1 L1 T
Base Volume 736 259 254 16 599 327 739
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 184 65 64 4 150 82 185
Adjusted Volume 736 259 254 16 599 327 739
Approach E W
Lane Group C R C L C
ID 833 836 830 837 838
Lanes T, T, T R L, LTR, R L T, T
Volume 736 259 869 327 739
Approach E W
Lane Group 833 836 830 837 838
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 3 1 3 1 2
Saturation Flow Rate 4800 1600 4800 1600 3200
Approach W
Movement T R1 L1 T R1 L1 T
Volume 736 259 254 16 599 327 739
Volume / Saturation Flow Rate 0.153 0.162 0.079 0.181 0.181 0.204 0.231 Overlap adjusted Volume / Saturation Flow Rate 0.153 0.162 0.079 0.181 0.181 0.204 0.231 Critical Movement Y Y Y
Volume and Adjustments by Lane Group
Node 307: Patterson & US 101 NB Ramp
Volume and Adjustments by Movement
N E S
N E S
N S
Saturation Flow Rate
N S
Capacity Analysis

Page 22 of 75 ends

Control Type AWSC
Method HCM 7th Edition
Average Delay 8.56
Average LOS A
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 10.00 6.00 29.00 26.00 109.00 14.00 26.00 30.00 34.00 15.00 98.00 22.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 Flow Rate 10.87 6.52 31.52 28.26 118.48 15.22 28.26 32.61 36.96 16.30 106.52 23.91 Geometry Group
Approach N
Lanes Lane 1 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Total Lane Flow Rate 48.91 28.26 133.70 60.87 36.96 16.30 130.43 Left Turn Flow Rate 10.87 28.26 0.00 28.26 0.00 16.30 0.00 Right Turn Flow Rate 31.52 0.00 15.22 0.00 36.96 0.00 23.91 PLT, Proportion LT 0.22 1.00 0.00 0.46 0.00 1.00 0.00
PRT, Proportion RT 0.64 0.00 0.11 0.00 1.00 0.00 0.18
PHV, Proportion HV 0.00 0.00 0.00 0.00 0.00 0.00 0.00
hLT,adj, Headway adjustment for left turns 0.20
hRT,adj, Headway adjustment for right turns -0.60
hHV,adj, Headway adjustment for heavy vehicles 1.70
hadj, Headway adjustment -0.34 0.50 -0.08 0.23 -0.70 0.50 -0.13 Approach N
Lanes Lane 1 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Total Lane Flow Rate 48.91 28.26 133.70 60.87 36.96 16.30 130.43 hd initial 3.20 3.20 3.20 3.20 3.20 3.20 3.20
x initial 0.04 0.03 0.12 0.05 0.03 0.01 0.12
hd, iteration 1 4.72 5.32 4.74 5.25 4.31 5.33 4.70
Difference, iteration 1 1.52 2.12 1.54 2.05 1.11 2.13 1.50 hd, iteration 2 5.00 5.49 4.91 5.50 4.57 5.51 4.88
Difference, iteration 2 0.28 0.17 0.17 0.25 0.25 0.18 0.18 hd, iteration 3 5.03 5.52 4.94 5.52 4.59 5.53 4.90
Difference, iteration 3 0.03 0.03 0.03 0.03 0.03 0.03 0.03 Convergence Y Y Y Y Y Y Y
hd final, Departure Headway 5.03 5.52 4.94 5.52 4.59 5.53 4.90 x final, Degree of Utilization 0.07 0.04 0.18 0.09 0.05 0.03 0.18 Approach N
Lanes Lane 1 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Total Lane Flow Rate 48.91 28.26 133.70 60.87 36.96 16.30 130.43 hd, Departure Headway 5.03 5.52 4.94 5.52 4.59 5.53 4.90 x, Degree of Utilization 0.07 0.04 0.18 0.09 0.05 0.03 0.18 m, Move Up Time 2.00 2.30 2.30 2.30 2.30 2.30 2.30
ts, Service Time 3.03 3.22 2.64 3.22 2.29 3.23 2.60
Capacity 715.26 651.96 728.67 651.14 783.20 650.26 733.19 Delay 8.40 8.47 8.74 8.79 7.52 8.38 8.66

LOS A A A A A A A
Q95, 95% Queue Length 0.22 0.14 0.67 0.31 0.15 0.08 0.65 Approach Delay 8.40
Approach LOS A
Intersection Delay
Intersection LOS
A A A

8.56 A
Capacity and Level of Service
E S W

8.70 8.31 8.63

1.70 1.70 1.70
Departure Headway
E S W

0.50 0.50 0.50
-0.70 -0.70 -0.70
E S W
Node 359: Cathedral Oaks & Winchester Canyon
Volume and Adjustments

N E S W
4b 5 5 5
Saturation Headway

Page 23 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.45
Worst Case Delay9.49
Worst Case LOSA
Approach S (Major) W
Movement T R1 T R1
Base Volume 296.00 34.00 348.00 34.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 321.74 36.96 378.26 36.96
Approach S (Major) W
Movement T R1 T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach S (Major) W
Movement T R1 T R1
Rank 1 1 1 2
vx, Volume 36.96
Conflicting Volume (Veh) 179.35
Conflicting Volume (Ped) 0.00
Conflicting Volume 179.35
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 838.90
Capacity 838.90
Approach S (Major) W
Movement T R1 T R1
tc,base, Base Critical Headway 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.10
G, % Grade 0.00 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 3.30
Approach S (Major) W
Movement T R1 T R1
vx, Volume 321.74 36.96 378.26 36.96
cmx, Capacity 838.90
V / C 0.04
d, Delay 9.49
LOS A
dA, Approach Delay 0.00 9.49
Approach LOS A
dRank1, Rank 1 Delay 0.00
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Movements T, R1
vx, Volume 179.35 179.35 189.13 189.13 36.96
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 9.49
Approach LOS A

0.00 0.00

0.00 Delay and Level of Service by Movement

Page 24 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.501
Loss Time 0
Cycle Length 100
Adj V/C 0.601
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 26 700 648 631 136 0 47
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 7 175 162 158 34 0 12
Adjusted Volume 26 700 648 631 136 0 47
Approach E S
Lane Group L C C L R
ID 911 912 916 914 915
Lanes L T, T T, RT L R
Volume 26 700 1279 136 47
Approach E S
Lane Group 911 912 916 914 915
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 2 2 1 1
Saturation Flow Rate 1600 3200 3200 1600 1600
Approach E
Movement L1 T T R1 L1 T R1
Volume 26 700 648 631 136 0 47
Volume / Saturation Flow Rate 0.016 0.219 0.400 0.400 0.085 0.000 0.029 Overlap adjusted Volume / Saturation Flow Rate 0.016 0.219 0.400 0.400 0.085 0.000 0.029 Critical Movement Y Y Y
N S W
N W
Saturation Flow Rate
N W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 375: Los Caneros & US101 SB Ramps
Volume and Adjustments by Movement
N S W

Page 25 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.443
Loss Time 0
Cycle Length 100
Adj V/C 0.543
Approach W
Movement T R1 L1 T R1 L1 T
Base Volume 339 172 472 3 67 182 550
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 85 43 118 1 17 46 138
Adjusted Volume 339 172 472 3 67 182 550
Approach N E W
Lane Group C C L C
ID 920 918 922 923
Lanes T, RT L, LTR L T, T
Volume 511 542 182 550
Approach N E W
Lane Group 920 918 922 923
Base Saturation Flow Rate 1600 1600 1600 1600
Number of Lanes 2 2 1 2
Saturation Flow Rate 3200 3200 1600 3200
Approach W
Movement T R1 L1 T R1 L1 T
Volume 339 172 472 3 67 182 550
Volume / Saturation Flow Rate 0.160 0.160 0.148 0.169 0.169 0.114 0.172 Overlap adjusted Volume / Saturation Flow Rate 0.160 0.160 0.148 0.169 0.169 0.114 0.172 Critical Movement Y Y Y
S
Saturation Flow Rate
S
Capacity Analysis
N E S
Volume and Adjustments by Lane Group
Node 376: Los Carneros & US 101 NB Ramps
Volume and Adjustments by Movement
N E S

Page 26 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS C
Critical V/C 0.737
Loss Time 0
Cycle Length 100
Adj V/C 0.837
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 288 509 682 811 209 16 183
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 72 127 171 203 52 4 46
Adjusted Volume 288 509 682 811 209 16 183
Approach E
Lane Group L C C R C R
ID 928 930 925 927 932 933
Lanes L, L T, T T, T R LT R
Volume 288 509 682 811 225 183
Approach E
Lane Group 928 930 925 927 932 933
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 2 1 1 1
Saturation Flow Rate 3200 3200 3200 1600 1600 1600
Approach E
Movement L1 T T R1 L1 T R1
Volume 288 509 682 811 209 16 183
Volume / Saturation Flow Rate 0.090 0.159 0.213 0.507 0.131 0.141 0.114 Overlap adjusted Volume / Saturation Flow Rate 0.090 0.159 0.213 0.507 0.131 0.141 0.114 Critical Movement Y Y Y
Capacity Analysis
N S W
N S W
Saturation Flow Rate
N S W
Volume and Adjustments by Lane Group
Node 383: Fairview & US 101 SB Ramps
Volume and Adjustments by Movement
N S W

Page 27 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.607
Loss Time 0
Cycle Length 100
Adj V/C 0.707
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 280 138 158 43 456 445 128 346 71 356 484 109 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 70 35 40 11 114 111 32 87 18 89 121 27
Adjusted Volume 280 138 158 43 456 445 128 346 71 356 484 109 Approach
Lane Group L C R L C R L C L C R
ID 941 943 945 937 938 940 934 935 946 948 950
Lanes L, L T, T R L T, T R L T, RT L, L T, T R
Volume 280 138 158 43 456 445 128 417 356 484 109
Approach
Lane Group 941 943 945 937 938 940 934 935 946 948 950
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 1 1 2 1 1 2 2 2 1
Saturation Flow Rate 3200 3200 1600 1600 3200 1600 1600 3200 3200 3200 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 280 138 158 43 456 445 128 346 71 356 484 109
Volume / Saturation Flow Rate 0.088 0.043 0.099 0.027 0.143 0.278 0.080 0.130 0.130 0.111 0.151 0.068 Overlap adjusted Volume / Saturation Flow Rate 0.088 0.043 0.099 0.027 0.143 0.278 0.080 0.130 0.130 0.111 0.151 0.068 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 385: Hollister & Fairview
Volume and Adjustments by Movement

N E S W

Page 28 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay18.44
Worst Case Delay784.89
Worst Case LOSF
Approach
Movement L1 T L1 R1 T R1
Base Volume 120.00 594.00 44.00 217.00 1249.00 64.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 130.43 645.65 47.83 235.87 1357.61 69.57 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 130.43 47.83 235.87
Conflicting Volume (Veh) 1427.17 1941.30 678.80
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 1427.17 1941.30 678.80
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 482.71 58.47 398.92
Capacity 482.71 39.22 398.92
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 130.43 645.65 47.83 235.87 1357.61 69.57
cmx, Capacity 482.71 39.22 398.92
V / C 0.27 1.22 0.59
d, Delay 15.21 784.89 26.86

LOS C F D
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 2 Lane 1 Lane 2 Lane 3 Movements
vx, Volume 130.43 322.83 322.83 47.83 235.87 678.80 678.80 69.57 Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay
Approach LOS F
Delay and Level of Service by Lane
N (Major) E S (Major)

2.56 154.65 0.00
F

0.00 0.00
Delay and Level of Service by Movement
N (Major) E S (Major)

2.56 154.65 0.00
Critical Headway and Follow Up Headway
N (Major) E S (Major)

0.00 0.00 0.00
N (Major) E S (Major)
Capacity of Movements below Rank 1
N (Major) E S (Major)
Pedestrians
Node 386: Fairview & Mandarin
Volume and Adjustments
N (Major) E S (Major)

Page 29 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.73
Worst Case Delay111.53
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 4.00 1.00 31.00 37.00 1086.00 24.00 25.00 1.00 44.00 36.00 633.00 95.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 4.35 1.09 33.70 40.22 1180.43 26.09 27.17 1.09 47.83 39.13 688.04 103.26 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 4.35 1.09 33.70 40.22 27.17 1.09 47.83 39.13 Conflicting Volume (Veh) 1696.742143.48 603.26 791.30 1489.132104.89 395.65 1206.52 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1696.742143.48 603.26 791.30 1489.132104.89 395.65 1206.52 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 61.25 49.25 446.89 838.06 87.50 52.09 609.29 585.37 Capacity 46.58 41.52 446.89 838.06 66.69 43.91 609.29 585.37 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 4.35 1.09 33.70 40.22 1180.43 26.09 27.17 1.09 47.83 39.13 688.04 103.26 cmx, Capacity 46.58 41.52 446.89 838.06 66.69 43.91 609.29 585.37 V / C 0.09 0.03 0.08 0.05 0.41 0.02 0.08 0.07
d, Delay 86.61 96.03 17.38 9.51 83.53 111.53 35.45 11.59

LOS F F C A F F E B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 39.13 40.22 603.26 603.26 76.09 39.13 395.65 395.65 Flared Storage Size
cmx, Capacity 200.75 148.97
V / C 0.19 0.51
Q95, 95% Queue Length 0.72 2.90
d, Delay 27.26 53.71

LOS D F
dA, Approach Delay 27.26 53.71
Approach LOS D F

0.31 0.55

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

27.26 0.31 53.71 0.55
D F
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 387: Hollister & Orange
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 30 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.486
Loss Time 0
Cycle Length 100
Adj V/C 0.586
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 36 16 21 49 781 35 139 4 166 25 657 71
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 9 4 5 12 195 9 35 1 42 6 164 18
Adjusted Volume 36 16 21 49 781 35 139 4 166 25 657 71
Approach N S
Lane Group C L C C L C
ID 954 951 952 958 955 956
Lanes LTR L T, RT LTR L T, RT
Volume 73 49 816 309 25 728
Approach N S
Lane Group 954 951 952 958 955 956
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 2 1 1 2
Saturation Flow Rate 1600 1600 3200 1600 1600 3200
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 36 16 21 49 781 35 139 4 166 25 657 71
Volume / Saturation Flow Rate 0.023 0.046 0.046 0.031 0.255 0.255 0.087 0.193 0.193 0.016 0.228 0.227 Overlap adjusted Volume / Saturation Flow Rate 0.023 0.046 0.046 0.031 0.255 0.255 0.087 0.193 0.193 0.016 0.228 0.227 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
Volume and Adjustments by Lane Group
E W
Saturation Flow Rate
E W
Node 390: Hollister & Pine/Nectarine
Volume and Adjustments by Movement

N E S W

Page 31 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.368
Loss Time 0
Cycle Length 100
Adj V/C 0.468
Approach
Movement L1 T L1 R1 T R1
Base Volume 60 840 39 51 828 50
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 15 210 10 13 207 13
Adjusted Volume 60 840 39 51 828 50
Approach S W
Lane Group L C C C
ID 959 960 964 962
Lanes L T, T LTR T, RT
Volume 60 840 90 878
Approach S W
Lane Group 959 960 964 962
Base Saturation Flow Rate 1600 1600 1600 1600
Number of Lanes 1 2 1 2
Saturation Flow Rate 1600 3200 1600 3200
Approach
Movement L1 T L1 R1 T R1
Volume 60 840 39 51 828 50
Volume / Saturation Flow Rate 0.038 0.263 0.024 0.056 0.274 0.274 Overlap adjusted Volume / Saturation Flow Rate 0.038 0.263 0.024 0.056 0.274 0.274 Critical Movement Y Y Y
E
Saturation Flow Rate
E
Capacity Analysis
E S W
Volume and Adjustments by Lane Group
Node 394: Hollister & Rutherford
Volume and Adjustments by Movement
E S W

Page 32 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.42
Worst Case Delay10.53
Worst Case LOSB
Approach S
Movement L1 T T R1
Base Volume 71.00 810.00 820.00 58.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 77.17 880.43 891.30 63.04
Approach S
Movement L1 T T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach S
Movement L1 T T R1
Rank 2 1 1 1
vx, Volume 77.17
Conflicting Volume (Veh) 954.35
Conflicting Volume (Ped) 0.00
Conflicting Volume 954.35
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 728.37
Capacity 728.37
Approach S
Movement L1 T T R1
tc,base, Base Critical Headway 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.00
G, % Grade 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 2.20
Approach S
Movement L1 T T R1
vx, Volume 77.17 880.43 891.30 63.04
cmx, Capacity 728.37
V / C 0.11
d, Delay 10.53
LOS B
dA, Approach Delay 0.00
Approach LOS A
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 2
Movements T, R1
vx, Volume 77.17 440.22 440.22 477.17 477.17
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 0.00
Approach LOS A

0.85 0.00

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.85 0.00
Capacity of Movements below Rank 1
E (Major) W (Major)
Critical Headway and Follow Up Headway
E (Major) W (Major)

0.00 0.00
Delay and Level of Service by Movement
E (Major) W (Major)
E (Major) W (Major)
Node 396: Hollister & Community Center West Driveway
Volume and Adjustments
E (Major) W (Major)
Pedestrians

Page 33 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.473
Loss Time 0
Cycle Length 100
Adj V/C 0.573
Approach S
Movement L1 T R1 L1 T R1 R1 L1 T R1
Base Volume 106 14 66 220 780 111 189 64 750 83
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 27 4 17 55 195 28 47 16 188 21
Adjusted Volume 106 14 66 220 780 111 189 64 750 83
Approach S
Lane Group C R L C R L C
ID 977 978 974 975 973 979 980
Lanes LT R L T, RT R L T, RT
Volume 120 66 220 891 189 64 833
Approach S
Lane Group 977 978 974 975 973 979 980
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 3200 Approach S
Movement L1 T R1 L1 T R1 R1 L1 T R1
Volume 106 14 66 220 780 111 189 64 750 83
Volume / Saturation Flow Rate 0.066 0.075 0.041 0.138 0.278 0.278 0.118 0.040 0.260 0.260 Overlap adjusted Volume / Saturation Flow Rate 0.066 0.075 0.041 0.138 0.278 0.278 0.118 0.040 0.260 0.260 Critical Movement Y Y Y
Capacity Analysis
N E W
N E W
Saturation Flow Rate
N E W
Volume and Adjustments by Lane Group
Node 399: Hollister & Kellogg
Volume and Adjustments by Movement
N E W

Page 34 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.595
Loss Time 0
Cycle Length 100
Adj V/C 0.695
Approach S
Movement L1 T R1 L1 T T R1
Base Volume 77 1 530 92 650 1057 56
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 19 0 133 23 163 264 14
Adjusted Volume 77 1 530 92 650 1057 56
Approach N S W
Lane Group C L C C C
ID 987 982 983 984 989
Lanes LTR, R L T, T T, T T, RT
Volume 608 92 413 237 1113
Approach N S W
Lane Group 987 982 983 984 989
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 2 1 2 2 2
Saturation Flow Rate 3200 1600 3200 3200 3200
Approach S
Movement L1 T R1 L1 T T R1
Volume 77 1 530 92 650 1057 56
Volume / Saturation Flow Rate 0.048 0.190 0.190 0.058 0.129 0.348 0.348 Overlap adjusted Volume / Saturation Flow Rate 0.048 0.190 0.190 0.058 0.129 0.348 0.348 Critical Movement Y Y Y
E
Saturation Flow Rate
E
Capacity Analysis
N E W
Volume and Adjustments by Lane Group
Node 402: Hollister & SR-217 SB Ramps
Volume and Adjustments by Movement
N E W

Page 35 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.503
Loss Time 0
Cycle Length 100
Adj V/C 0.603
Approach N
Movement L1 T R1 L1 T R1 L1 T R1
Base Volume 23 594 74 142 131 142 469 573 102
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 6 149 19 36 33 36 117 143 26
Adjusted Volume 23 594 74 142 131 142 469 573 102
Approach N
Lane Group L C R C R L C
ID 993 994 996 991 992 997 999
Lanes L T, T R LT R L, L T, RT
Volume 23 594 74 273 142 469 675
Approach N
Lane Group 993 994 996 991 992 997 999
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 1 2 2
Saturation Flow Rate 1600 3200 1600 1600 1600 3200 3200 Approach N
Movement L1 T R1 L1 T R1 L1 T R1
Volume 23 594 74 142 131 142 469 573 102
Volume / Saturation Flow Rate 0.014 0.186 0.046 0.089 0.171 0.089 0.147 0.211 0.211 Overlap adjusted Volume / Saturation Flow Rate 0.014 0.186 0.046 0.089 0.171 0.089 0.147 0.211 0.211 Critical Movement Y Y Y
Capacity Analysis
E S W
E S W
Saturation Flow Rate
E S W
Volume and Adjustments by Lane Group
Node 405: Hollister & SR-217 NB Ramps
Volume and Adjustments by Movement
E S W

Page 36 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.26
Worst Case Delay10.97
Worst Case LOSB
Approach S (Major)
Movement L1 T T R1
Base Volume 185.00 57.00 62.00 1.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 201.09 61.96 67.39 1.09
Approach S (Major)
Movement L1 T T R1
vx, Flow (Ped/hr) 0.00 0.00
w, Lane Width (ft) 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50
fpb, Percent Blockage 0.00 0.00
Approach S (Major)
Movement L1 T T R1
Rank 1 1 2 2
vx, Volume 67.39 1.09
Conflicting Volume (Veh) 232.07 232.07
Conflicting Volume (Ped) 0.00 0.00
Conflicting Volume 232.07 232.07
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 671.52 812.06
Capacity 671.52 812.06
Approach S (Major)
Movement L1 T T R1
tc,base, Base Critical Headway 6.50 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10
G, % Grade 0.00
T3,lt, Geometry Adjustment Factor 0.00 0.00
tc, Critical Headway 6.50 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 4.00 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90
tf, Follow-Up Headway 4.00 3.30
Approach S (Major)
Movement L1 T T R1
vx, Volume 201.09 61.96 67.39 1.09
cmx, Capacity 671.52 812.06
V / C 0.10 0.00
d, Delay 10.97 10.04

LOS B B
dA, Approach Delay 0.00
Approach LOS
dRank1, Rank 1 Delay 0.00
Approach E (Major)S (Major) W
Lane Lane 1 Lane 1
Movements L1, T T, R1
vx, Volume 263.04 68.48
Flared Storage Size
cmx, Capacity 673.37
V / C 0.10
Q95, 95% Queue Length 0.34
d, Delay 10.95
LOS B
dA, Approach Delay 0.00 0.00 10.95
Approach LOS B
B

0.00 Delay and Level of Service by Lane

0.00 10.95
Capacity of Movements below Rank 1
E (Major) W
Critical Headway and Follow Up Headway
E (Major) W

0.00 0.00
Delay and Level of Service by Movement
E (Major) W
E (Major) W
Node 441: Calle Real & NB 101 OnRamp
Volume and Adjustments
E (Major) W
Pedestrians

Page 37 of 75 ends

Control Type AWSC
Method HCM 7th Edition
Average Delay 10.05
Average LOS B
Approach N W
Movement R1 T R1 L1
Base Volume 138.00 243.00 189.00 76.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
Flow Rate 150.00 264.13 205.43 82.61
Geometry Group 1 1
Approach N E W
Lanes Lane 1 Lane 1 Lane 1
Total Lane Flow Rate 150.00 469.57 82.61
Left Turn Flow Rate 0.00 0.00 82.61
Right Turn Flow Rate 150.00 205.43 0.00
PLT, Proportion LT 0.00 0.00 1.00
PRT, Proportion RT 1.00 0.44 0.00
PHV, Proportion HV 0.00 0.00 0.00
hLT,adj, Headway adjustment for left turns 0.20 0.20 0.20 hRT,adj, Headway adjustment for right turns -0.60 -0.60 -0.60 hHV,adj, Headway adjustment for heavy vehicles 1.70 1.70 1.70 hadj, Headway adjustment -0.60 -0.26 0.20
Approach N E W
Lanes Lane 1 Lane 1 Lane 1
Total Lane Flow Rate 150.00 469.57 82.61
hd initial 3.20 3.20 3.20
x initial 0.13 0.42 0.07
hd, iteration 1 3.44 3.96 4.36
Difference, iteration 1 0.24 0.76 1.16
hd, iteration 2 3.49 4.01 4.38
Difference, iteration 2 0.05 0.04 0.02
Convergence Y Y Y
hd final, Departure Headway 3.49 4.01 4.38
x final, Degree of Utilization 0.15 0.52 0.10
Approach N E W
Lanes Lane 1 Lane 1 Lane 1
Total Lane Flow Rate 150.00 469.57 82.61
hd, Departure Headway 3.49 4.01 4.38
x, Degree of Utilization 0.15 0.52 0.10
m, Move Up Time 2.00 2.00 2.00
ts, Service Time 1.49 2.01 2.38
Capacity 1029.79 897.86 821.37
Delay 7.09 11.37 7.87

LOS A B A
Q95, 95% Queue Length 0.51 3.24 0.33
Approach Delay 7.09 11.37 7.87
Approach LOS A B A
Intersection Delay
Intersection LOS
Capacity and Level of Service

10.05 B
Node 445: Calle Real & Winchester Canyon
Volume and Adjustments
E
1 Saturation Headway
Departure Headway

Page 38 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.89
Worst Case Delay10.26
Worst Case LOSB
Approach
Movement L1 R1 T R1 L1 T
Base Volume 50.00 6.00 109.00 64.00 3.00 81.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 54.35 6.52 118.48 69.57 3.26 88.04
Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 54.35 6.52 3.26
Conflicting Volume (Veh) 247.83 153.26 188.04
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 247.83 153.26 188.04
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 745.01 898.06 1398.25
Capacity 743.18 898.06 1398.25
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.10 6.20 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.40 6.20 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 54.35 6.52 118.48 69.57 3.26 88.04
cmx, Capacity 743.18 898.06 1398.25
V / C 0.07 0.01 0.00
d, Delay 10.26 9.42 7.58

LOS B A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, R1 T, R1 L1, T
vx, Volume 60.87 188.04 91.30
Flared Storage Size
cmx, Capacity 757.18 1800.00
V / C 0.08 0.05
Q95, 95% Queue Length 0.26 0.01
d, Delay 10.17 7.58
LOS B
dA, Approach Delay 10.17 0.00 0.27
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.02
Delay and Level of Service by Movement
N E (Major) W (Major)

10.17 0.00 0.27
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 450: Calle Real & Brandon Dr.

Volume and Adjustments
N E (Major) W (Major)

Page 39 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.13
Worst Case Delay10.89
Worst Case LOSB
Approach
Movement L1 R1 T R1 L1 T
Base Volume 31.00 4.00 155.00 58.00 7.00 124.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 33.70 4.35 168.48 63.04 7.61 134.78
Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 33.70 4.35 7.61
Conflicting Volume (Veh) 350.00 200.00 231.52
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 350.00 200.00 231.52
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 651.33 846.06 1348.12
Capacity 647.36 846.06 1348.12
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.10 6.20 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.40 6.20 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 33.70 4.35 168.48 63.04 7.61 134.78
cmx, Capacity 647.36 846.06 1348.12
V / C 0.05 0.01 0.01
d, Delay 10.89 9.58 7.68

LOS B A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N E (Major)W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements L1, R1 T, R1 L1, T
vx, Volume 38.04 231.52 142.39
Flared Storage Size
cmx, Capacity 665.22 1800.00
V / C 0.06 0.08
Q95, 95% Queue Length 0.18 0.01
d, Delay 10.74 7.68
LOS B
dA, Approach Delay 10.74 0.00 0.41
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.05
Delay and Level of Service by Movement
N E (Major) W (Major)

10.74 0.00 0.41
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 451: San Rossano Dr & Calle Real
Volume and Adjustments
N E (Major) W (Major)

Page 40 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS B
Critical V/C 0.608
Loss Time 0
Cycle Length 100
Adj V/C 0.708
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 5 328 8 1068 285 167 187 163 158 20 14 339
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 1 82 2 267 71 42 47 41 40 5 4 85
Adjusted Volume 5 328 8 1068 285 167 187 163 158 20 14 339 Approach
Lane Group L C L C L C L C
ID 1037 1038 1034 1036 1030 1032 1040 1041
Lanes L T, RT L, L RT L, L T, RT L RT, R
Volume 5 336 1068 452 187 321 20 353
Approach
Lane Group 1037 1038 1034 1036 1030 1032 1040 1041
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 2 1 2 2 1 2
Saturation Flow Rate 1600 3200 3200 1600 3200 3200 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 5 328 8 1068 285 167 187 163 158 20 14 339
Volume / Saturation Flow Rate 0.003 0.105 0.105 0.334 0.283 0.283 0.058 0.100 0.100 0.013 0.110 0.110 Overlap adjusted Volume / Saturation Flow Rate 0.003 0.105 0.105 0.334 0.283 0.283 0.058 0.100 0.100 0.013 0.110 0.110 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 461: Storke & US 101 NB Ramps
Volume and Adjustments by Movement

N E S W

Page 41 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.525
Loss Time 0
Cycle Length 100
Adj V/C 0.625
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 256 1447 548 653 5 5 59
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 64 362 137 163 1 1 15
Adjusted Volume 256 1447 548 653 5 5 59
Approach E
Lane Group L C C R C R
ID 1046 1048 1043 1045 1050 1051
Lanes L, L T, T T, T R LT R
Volume 256 1447 548 653 10 59
Approach E
Lane Group 1046 1048 1043 1045 1050 1051
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 2 1 1 1
Saturation Flow Rate 3200 3200 3200 1600 1600 1600
Approach E
Movement L1 T T R1 L1 T R1
Volume 256 1447 548 653 5 5 59
Volume / Saturation Flow Rate 0.080 0.452 0.171 0.408 0.003 0.006 0.037 Overlap adjusted Volume / Saturation Flow Rate 0.080 0.452 0.171 0.408 0.003 0.006 0.037 Critical Movement Y Y Y
Capacity Analysis
N S W
N S W
Saturation Flow Rate
N S W
Volume and Adjustments by Lane Group
Node 462: Storke & US 101 SB Ramp
Volume and Adjustments by Movement
N S W

Page 42 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.15
Worst Case Delay10.66
Worst Case LOSB
Approach S (Major) W
Movement T R1 T R1
Base Volume 607.00 22.00 923.00 22.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920
V, Adjusted Volume 659.78 23.91 1003.26 23.91
Approach S (Major) W
Movement T R1 T R1
vx, Flow (Ped/hr) 0.00
w, Lane Width (ft) 12.00
Sp, Walking Speed (ft/s) 3.50
fpb, Percent Blockage 0.00
Approach S (Major) W
Movement T R1 T R1
Rank 1 1 1 2
vx, Volume 23.91
Conflicting Volume (Veh) 341.85
Conflicting Volume (Ped) 0.00
Conflicting Volume 341.85
Two-Stage Gap Acceptance
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 659.94
Capacity 659.94
Approach S (Major) W
Movement T R1 T R1
tc,base, Base Critical Headway 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00
Phv, % Heavy Vehicles 0.00
tc,G, Grade Adjustment Factor 0.10
G, % Grade 0.00 0.00
T3,lt, Geometry Adjustment Factor 0.00
tc, Critical Headway 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00
tf, Follow-Up Headway 3.30
Approach S (Major) W
Movement T R1 T R1
vx, Volume 659.78 23.91 1003.26 23.91
cmx, Capacity 659.94
V / C 0.04
d, Delay 10.66
LOS B
dA, Approach Delay 0.00 10.66
Approach LOS B
dRank1, Rank 1 Delay 0.00
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Movements T, R1
vx, Volume 341.85 341.85 501.63 501.63 23.91
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay 10.66
Approach LOS B

0.00 0.00

0.00 Delay and Level of Service by Movement

Page 43 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.334
Loss Time 0
Cycle Length 100
Adj V/C 0.434
Approach N
Movement R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 6 3 614 0 4 1 68 10 915 1
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 2 1 154 0 1 0 17 3 229 0
Adjusted Volume 6 3 614 0 4 1 68 10 915 1
Approach N S
Lane Group R L C C L C
ID 1056 1053 1054 1052 1058 1059
Lanes R, R L T, T LTR L T, RT
Volume 6 3 614 73 10 916
Approach N S
Lane Group 1056 1053 1054 1052 1058 1059
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 1 2 1 1 2
Saturation Flow Rate 3200 1600 3200 1600 1600 3200
Approach N
Movement R1 L1 T R1 L1 T R1 L1 T R1
Volume 6 3 614 0 4 1 68 10 915 1
Volume / Saturation Flow Rate 0.002 0.002 0.192 0.000 0.003 0.046 0.046 0.006 0.286 0.286 Overlap adjusted Volume / Saturation Flow Rate 0.002 0.002 0.192 0.000 0.003 0.046 0.046 0.006 0.286 0.286 Critical Movement Y Y Y
E S W
E W
Saturation Flow Rate
E W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 466: Los Carneros & Cremona
Volume and Adjustments by Movement
E S W

Page 44 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.486
Loss Time 0
Cycle Length 100
Adj V/C 0.586
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 114 554 60 20 13 262 24 991 38 59 4 12
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 29 139 15 5 3 66 6 248 10 15 1 3
Adjusted Volume 114 554 60 20 13 262 24 991 38 59 4 12
Approach
Lane Group L C R L C R L C L C
ID 1064 1065 1067 1061 1062 1063 1070 1071 1068 1069
Lanes L T, T R L T R L T, T, RT L RT
Volume 114 554 60 20 13 262 24 1029 59 16
Approach
Lane Group 1064 1065 1067 1061 1062 1063 1070 1071 1068 1069 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 1 1 1 3 1 1
Saturation Flow Rate 1600 3200 1600 1600 1600 1600 1600 4800 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 114 554 60 20 13 262 24 991 38 59 4 12
Volume / Saturation Flow Rate 0.071 0.173 0.038 0.013 0.008 0.164 0.015 0.214 0.214 0.037 0.010 0.010 Overlap adjusted Volume / Saturation Flow Rate 0.071 0.173 0.038 0.013 0.008 0.164 0.015 0.214 0.214 0.037 0.010 0.010 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 467: Los Carneros & Calle Koral
Volume and Adjustments by Movement

N E S W

Page 45 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.532
Loss Time 0
Cycle Length 100
Adj V/C 0.632
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 419 103 113 34 376 336 57 289 93 190 522 40 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 105 26 28 9 94 84 14 72 23 48 131 10
Adjusted Volume 419 103 113 34 376 336 57 289 93 190 522 40 Approach
Lane Group L C L C L C L C
ID 1084 1086 1081 1082 1092 1093 1088 1090
Lanes L, L T, RT L T, RT L T, RT L, L T, RT
Volume 419 216 34 712 57 382 190 562
Approach
Lane Group 1084 1086 1081 1082 1092 1093 1088 1090
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 1 2 1 2 2 2
Saturation Flow Rate 3200 3200 1600 3200 1600 3200 3200 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 419 103 113 34 376 336 57 289 93 190 522 40
Volume / Saturation Flow Rate 0.131 0.068 0.068 0.021 0.223 0.223 0.036 0.119 0.119 0.059 0.176 0.176 Overlap adjusted Volume / Saturation Flow Rate 0.131 0.068 0.068 0.021 0.223 0.223 0.036 0.119 0.119 0.059 0.176 0.176 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 489: Hollister & Patterson
Volume and Adjustments by Movement

N E S W

Page 46 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.54
Worst Case Delay31.1
Worst Case LOSD
Approach E
Movement L1 T T R1 L1 T R1
Base Volume 111.00 342.00 295.00 182.00 36.00 1.00 43.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 120.65 371.74 320.65 197.83 39.13 1.09 46.74 Approach E
Movement L1 T T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00 0.00
Approach E
Movement L1 T T R1 L1 T R1
Rank 2 1 1 1 3 3 2
vx, Volume 120.65 39.13 1.09 46.74
Conflicting Volume (Veh) 518.48 1032.611131.52 371.74
Conflicting Volume (Ped) 0.00 0.00 0.00 0.00
Conflicting Volume 518.48 1032.611131.52 371.74
Two-Stage Gap Acceptance No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1057.84 212.66 204.99 678.64
Capacity 1057.84 182.09 175.53 678.64
Approach E
Movement L1 T T R1 L1 T R1
tc,base, Base Critical Headway 4.10 7.10 6.50 6.20
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.20 0.10
G, % Grade 0.00
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00
tc, Critical Headway 4.10 7.10 6.50 6.20
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00 3.30
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90 0.90 tf, Follow-Up Headway 2.20 3.50 4.00 3.30
Approach E
Movement L1 T T R1 L1 T R1
vx, Volume 120.65 371.74 320.65 197.83 39.13 1.09 46.74 cmx, Capacity 1057.84 182.09 175.53 678.64
V / C 0.11 0.21 0.01 0.07
d, Delay 8.84 30.36 31.10 10.70

LOS A D D B
dA, Approach Delay 0.00
Approach LOS A
dRank1, Rank 1 Delay
Approach E S (Major)
Lane Lane 1 Lane 2 Lane 1 Lane 1 Lane 2
Movements T, R1 L1, T
vx, Volume 120.65 371.74 518.48 40.22 46.74
Flared Storage Size
cmx, Capacity 181.91
V / C 0.22
Q95, 95% Queue Length 0.84
d, Delay 30.38
LOS D
dA, Approach Delay 0.00 0.00
Approach LOS A C
C

0.00 0.00
Delay and Level of Service by Lane
N (Major) W

2.17 19.80
Delay and Level of Service by Movement
N (Major) S (Major) W

2.17 0.00 19.80
Critical Headway and Follow Up Headway
N (Major) S (Major) W

0.00 0.00 0.00
N (Major) S (Major) W
Capacity of Movements below Rank 1
N (Major) S (Major) W
Pedestrians
Node 506: Cathedral Oaks 101 SB-Ramp
Volume and Adjustments
N (Major) S (Major) W

Page 47 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.97
Worst Case Delay21.42
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 9.00 0.00 20.00 12.00 498.00 39.00 5.00 0.00 7.00 33.00 314.00 14.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 9.78 0.00 21.74 13.04 541.30 42.39 5.43 0.00 7.61 35.87 341.30 15.22 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 9.78 0.00 21.74 13.04 5.43 0.00 7.61 35.87
Conflicting Volume (Veh) 809.78 995.65 270.65 356.52 728.26 1030.43 178.26 583.70 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 809.78 995.65 270.65 356.52 728.26 1030.43 178.26 583.70 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 275.02 246.50 733.26 1213.37 314.80 235.17 840.24 1000.77 Capacity 257.59 232.99 733.26 1213.37 288.72 222.28 840.24 1000.77 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 9.78 0.00 21.74 13.04 541.30 42.39 5.43 0.00 7.61 35.87 341.30 15.22 cmx, Capacity 257.59 232.99 733.26 1213.37 288.72 222.28 840.24 1000.77 V / C 0.04 0.00 0.03 0.01 0.02 0.00 0.01 0.04
d, Delay 19.54 21.01 10.47 8.00 17.69 21.42 9.51 8.73

LOS C C B A C C A A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 L1, T, R1 T, R1
vx, Volume 31.52 13.04 541.30 42.39 13.04 35.87 178.26 178.26 Flared Storage Size
cmx, Capacity 466.13 467.86
V / C 0.07 0.03
Q95, 95% Queue Length 0.22 0.09
d, Delay 13.28 12.92

LOS B B
dA, Approach Delay 13.28 12.92
Approach LOS B B

0.17 0.80

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

13.28 0.17 12.92 0.80
B B
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 511: Hollister & Pebble Beach Rd
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 48 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.46
Worst Case Delay20.59
Worst Case LOSC
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 15.00 0.00 30.00 26.00 508.00 2.00 19.00 0.00 14.00 9.00 295.00 19.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 16.30 0.00 32.61 28.26 552.17 2.17 20.65 0.00 15.22 9.78 320.65 20.65 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 16.30 0.00 32.61 28.26 20.65 0.00 15.22 9.78 Conflicting Volume (Veh) 789.67 970.65 277.17 341.30 683.15 961.41 170.65 554.35 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 789.67 970.65 277.17 341.30 683.15 961.41 170.65 554.35 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 284.35 254.95 726.23 1229.05 339.16 258.15 849.70 1026.08 Capacity 268.77 245.38 726.23 1229.05 311.77 248.45 849.70 1026.08 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 16.30 0.00 32.61 28.26 552.17 2.17 20.65 0.00 15.22 9.78 320.65 20.65 cmx, Capacity 268.77 245.38 726.23 1229.05 311.77 248.45 849.70 1026.08 V / C 0.06 0.00 0.04 0.02 0.07 0.00 0.02 0.01
d, Delay 19.31 20.59 10.87 8.00 17.32 20.27 10.01 8.54

LOS C C B A C C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 48.91 28.26 277.17 277.17 35.87 9.78 170.65 170.65 Flared Storage Size
cmx, Capacity 463.35 426.25
V / C 0.11 0.08
Q95, 95% Queue Length 0.35 0.28
d, Delay 13.69 14.22

LOS B B
dA, Approach Delay 13.69 14.22
Approach LOS B B

0.39 0.24

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

13.69 0.39 14.22 0.24
B B
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 512: Hollister & Palo Alto Dr
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 49 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay1.42
Worst Case Delay16.83
Worst Case LOSC
Approach
Movement L1 T L1 R1 T R1
Base Volume 56.00 514.00 30.00 39.00 283.00 44.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 60.87 558.70 32.61 42.39 307.61 47.83 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 60.87 32.61 42.39
Conflicting Volume (Veh) 355.43 732.61 177.72
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 355.43 732.61 177.72
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1214.48 360.39 840.91
Capacity 1214.48 339.01 840.91
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 60.87 558.70 32.61 42.39 307.61 47.83
cmx, Capacity 1214.48 339.01 840.91
V / C 0.05 0.10 0.05
d, Delay 8.12 16.83 10.49

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2
Movements L1, R1 T, R1
vx, Volume 60.87 279.35 279.35 75.00 177.72 177.72
Flared Storage Size
cmx, Capacity 511.60
V / C 0.15
Q95, 95% Queue Length 0.51
d, Delay 13.24
LOS B
dA, Approach Delay 13.24
Approach LOS B
B

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

0.80 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

0.80 13.24 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 513: Hollister & Coronado
Volume and Adjustments
E (Major) S W (Major)

Page 50 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.12
Worst Case Delay29.25
Worst Case LOSD
Approach
Movement L1 T L1 R1 T R1
Base Volume 119.00 719.00 30.00 75.00 411.00 24.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 129.35 781.52 32.61 81.52 446.74 26.09 Approach
Movement L1 T L1 R1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 T L1 R1 T R1
Rank 2 1 3 2 1 1
vx, Volume 129.35 32.61 81.52
Conflicting Volume (Veh) 472.83 1109.24 236.41
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 472.83 1109.24 236.41
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1099.64 206.83 771.27
Capacity 1099.64 175.76 771.27
Approach
Movement L1 T L1 R1 T R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement L1 T L1 R1 T R1
vx, Volume 129.35 781.52 32.61 81.52 446.74 26.09
cmx, Capacity 1099.64 175.76 771.27
V / C 0.12 0.19 0.11
d, Delay 8.71 29.25 13.43

LOS A D B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach S
Lane Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2
Movements L1, R1 T, R1
vx, Volume 129.35 390.76 390.76 114.13 236.41 236.41
Flared Storage Size
cmx, Capacity 391.89
V / C 0.29
Q95, 95% Queue Length 1.22
d, Delay 17.95
LOS C
dA, Approach Delay 17.95
Approach LOS C
C

0.00 0.00
Delay and Level of Service by Lane
E (Major) W (Major)

1.24 0.00
Delay and Level of Service by Movement
E (Major) S W (Major)

1.24 17.95 0.00
Critical Headway and Follow Up Headway
E (Major) S W (Major)

0.00 0.00 0.00
E (Major) S W (Major)
Capacity of Movements below Rank 1
E (Major) S W (Major)
Pedestrians
Node 515: Hollister & Cannon Green
Volume and Adjustments
E (Major) S W (Major)

Page 51 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.366
Loss Time 0
Cycle Length 100
Adj V/C 0.466
Approach
Movement L1 T R1 L1 T L1 R1 L1 T R1
Base Volume 0 0 0 141 679 168 94 0 464 90
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 0 0 0 35 170 42 24 0 116 23
Adjusted Volume 0 0 0 141 679 168 94 0 464 90
Approach N
Lane Group C L C L R L C
ID 1118 1115 1116 1122 1123 1119 1120
Lanes LTR L T, T L R L T, RT
Volume 0 141 679 168 94 0 554
Approach N
Lane Group 1118 1115 1116 1122 1123 1119 1120
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T L1 R1 L1 T R1
Volume 0 0 0 141 679 168 94 0 464 90
Volume / Saturation Flow Rate 0.000 0.000 0.000 0.088 0.212 0.105 0.059 0.000 0.173 0.173 Overlap adjusted Volume / Saturation Flow Rate 0.000 0.000 0.000 0.088 0.212 0.105 0.059 0.000 0.173 0.173 Critical Movement Y Y Y
Capacity Analysis

N E S W
E S W
Node 517: Hollister & Pacific Oaks
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
E S W
Saturation Flow Rate

Page 52 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay26.27
Worst Case Delay264.57
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 24.00 4.00 26.00 217.00 755.00 33.00 37.00 0.00 160.00 4.00 482.00 75.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 26.09 4.35 28.26 235.87 820.65 35.87 40.22 0.00 173.91 4.35 523.91 81.52 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 26.09 4.35 28.26 235.87 40.22 0.00 173.91 4.35 Conflicting Volume (Veh) 1580.981924.46 428.26 605.43 1457.611901.63 302.72 856.52 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1580.981924.46 428.26 605.43 1457.611901.63 302.72 856.52 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 74.75 67.56 580.45 982.41 92.34 69.81 699.31 792.41 Capacity 37.88 45.57 580.45 982.41 55.31 47.08 699.31 792.41 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 26.09 4.35 28.26 235.87 820.65 35.87 40.22 0.00 173.91 4.35 523.91 81.52 cmx, Capacity 37.88 45.57 580.45 982.41 55.31 47.08 699.31 792.41 V / C 0.69 0.10 0.05 0.24 0.73 0.00 0.25 0.01
d, Delay 264.57 248.53 175.73 9.82 219.48 230.85 159.54 9.57

LOS F F F A F F F A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 3 Lane 1 Lane 1 Lane 2 Lane 3 Movements L1, T, R1 T, R1 L1, T, R1 T, R1
vx, Volume 58.70 235.87 428.26 428.26 214.13 4.35 302.72 302.72 Flared Storage Size
cmx, Capacity 70.48 219.43
V / C 0.83 0.98
Q95, 95% Queue Length 6.89 16.64
d, Delay 220.61 170.79

LOS F F
dA, Approach Delay 220.61 170.79
Approach LOS F F

2.12 0.07

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)
220.61 2.12 170.79 0.07
F F
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 518: Hollister & Santa Felicia
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 53 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.431
Loss Time 0
Cycle Length 100
Adj V/C 0.531
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 61 462 312 66 53 89 122 554 109 223 46 111
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 15 116 78 17 13 22 31 139 27 56 12 28
Adjusted Volume 61 462 312 66 53 89 122 554 109 223 46 111 Approach W
Lane Group C R C R C C
ID 1127 1129 1124 1125 1133 1130
Lanes T, T R LT R T, RT L, LTR
Volume 462 312 119 89 663 380
Approach W
Lane Group 1127 1129 1124 1125 1133 1130
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 Number of Lanes 2 1 1 1 2 2
Saturation Flow Rate 1520 480 3200 1600 1600 1600 1520 676 3200 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 61 462 312 66 53 89 122 554 109 223 46 111
Volume / Saturation Flow Rate 0.038 0.144 0.195 0.041 0.074 0.056 0.076 0.207 0.207 0.070 0.119 0.119 Overlap adjusted Volume / Saturation Flow Rate 0.038 0.144 0.195 0.041 0.074 0.056 0.076 0.207 0.207 0.070 0.119 0.119 Critical Movement Y Y Y Y

N E S W
Saturation Flow Rate
N E S
1126 1132
1600 1600
1 1
Capacity Analysis
1126 1132
L L
61 122
Volume and Adjustments by Lane Group
N E S
L L
Node 521: Storke & Marketplace
Volume and Adjustments by Movement

N E S W

Page 54 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.6
Loss Time 0
Cycle Length 100
Adj V/C 0.7
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 117 469 371 282 500 246 120 647 135 558 382 76 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 29 117 93 71 125 62 30 162 34 140 96 19
Adjusted Volume 117 469 371 282 500 246 120 647 135 558 382 76 Approach
Lane Group L C R L C R L C R L C R
ID 1140 1142 1144 1135 1137 1139 1150 1152 1154 1145 1147 1149 Lanes L, L T, T R L, L T, T R L, L T, T R L, L T, T R
Volume 117 469 371 282 500 246 120 647 135 558 382 76
Approach
Lane Group 1140 1142 1144 1135 1137 1139 1150 1152 1154 1145 1147 1149 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 2 2 1 2 2 1 2 2 1 2 2 1
Saturation Flow Rate 3200 3200 1600 3200 3200 1600 3200 3200 1600 3200 3200 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 117 469 371 282 500 246 120 647 135 558 382 76
Volume / Saturation Flow Rate 0.037 0.147 0.232 0.088 0.156 0.154 0.038 0.202 0.084 0.174 0.119 0.048 Overlap adjusted Volume / Saturation Flow Rate 0.037 0.147 0.232 0.088 0.156 0.154 0.038 0.202 0.084 0.174 0.119 0.048 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 522: Hollister & Storke
Volume and Adjustments by Movement

N E S W

Page 55 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.38
Loss Time 0
Cycle Length 100
Adj V/C 0.48
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 17 1 37 25 989 26 24 2 53 21 719 10
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 4 0 9 6 247 7 6 1 13 5 180 3
Adjusted Volume 17 1 37 25 989 26 24 2 53 21 719 10
Approach N
Lane Group C L C C R L C R
ID 1160 1157 1158 1155 1156 1161 1162 1164
Lanes LTR L T, RT LT R L T, T R
Volume 55 25 1015 26 53 21 719 10
Approach N
Lane Group 1160 1157 1158 1155 1156 1161 1162 1164
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 2 1 1 1 2 1
Saturation Flow Rate 1600 1600 3200 1600 1600 1600 3200 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 17 1 37 25 989 26 24 2 53 21 719 10
Volume / Saturation Flow Rate 0.011 0.034 0.034 0.016 0.317 0.317 0.015 0.016 0.033 0.013 0.225 0.006 Overlap adjusted Volume / Saturation Flow Rate 0.011 0.034 0.034 0.016 0.317 0.317 0.015 0.016 0.033 0.013 0.225 0.006 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
E S W
Node 524: Hollister & Coromar Project Access
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
E S W
Saturation Flow Rate

Page 56 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.465
Loss Time 0
Cycle Length 100
Adj V/C 0.565
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 42 437 206 142 585 32 239 494 157 196 308 175 PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 11 109 52 36 146 8 60 124 39 49 77 44
Adjusted Volume 42 437 206 142 585 32 239 494 157 196 308 175 Approach
Lane Group L C R L C L C R L C
ID 1168 1169 1171 1165 1166 1176 1178 1180 1172 1174
Lanes L T, T R L T, RT L, L T, T R L, L T, RT
Volume 42 437 206 142 617 239 494 157 196 483
Approach
Lane Group 1168 1169 1171 1165 1166 1176 1178 1180 1172 1174 Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 2 2 1 2 2
Saturation Flow Rate 1600 3200 1600 1600 3200 3200 3200 1600 3200 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 42 437 206 142 585 32 239 494 157 196 308 175
Volume / Saturation Flow Rate 0.026 0.137 0.129 0.089 0.193 0.193 0.075 0.154 0.098 0.061 0.151 0.151 Overlap adjusted Volume / Saturation Flow Rate 0.026 0.137 0.129 0.089 0.193 0.193 0.075 0.154 0.098 0.061 0.151 0.151 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 525: Hollister & Los Carneros
Volume and Adjustments by Movement

N E S W

Page 57 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.32
Worst Case Delay23.95
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 6.00 14.00 739.00 14.00 13.00 536.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 6.52 15.22 803.26 15.22 14.13 582.61 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 3 2 1 1 2 1
vx, Volume 6.52 15.22 14.13
Conflicting Volume (Veh) 1130.43 409.24 818.48
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 1130.43 409.24 818.48
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 200.41 597.11 818.74
Capacity 196.28 597.11 818.74
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 7.50 6.90 4.10
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.20 0.10 0.00
G, % Grade
T3,lt, Geometry Adjustment Factor 0.70 0.00 0.00
tc, Critical Headway 6.80 6.90 4.10
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 3.30 2.20
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 3.50 3.30 2.20
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 6.52 15.22 803.26 15.22 14.13 582.61
cmx, Capacity 196.28 597.11 818.74
V / C 0.03 0.03 0.02
d, Delay 23.95 11.64 9.41

LOS C B A
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 2
Movements L1, R1 T, R1 L1, T
vx, Volume 21.74 409.24 409.24 298.37 298.37
Flared Storage Size
cmx, Capacity 370.27 1800.00
V / C 0.06 0.17
Q95, 95% Queue Length 0.19 0.02
d, Delay 15.33 9.41
LOS C
dA, Approach Delay 15.33
Approach LOS C
C

0.00 0.18
Delay and Level of Service by Lane
E (Major) W (Major)

0.00 0.22
Delay and Level of Service by Movement
N E (Major) W (Major)

15.33 0.00 0.22
Critical Headway and Follow Up Headway
N E (Major) W (Major)

0.00 0.00 0.00
N E (Major) W (Major)
Capacity of Movements below Rank 1
N E (Major) W (Major)
Pedestrians
Node 526: Cremona Dr & Hollister Ave
Volume and Adjustments
N E (Major) W (Major)

Page 58 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.287
Loss Time 0
Cycle Length 100
Adj V/C 0.387
Approach
Movement L1 R1 T R1 L1 T
Base Volume 23 14 733 109 26 517
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 6 4 183 27 7 129
Adjusted Volume 23 14 733 109 26 517
Approach N E
Lane Group C C L C
ID 1183 1181 1186 1187
Lanes L, LTR, RT, RT L T, T
Volume 37 842 26 517
Approach N E
Lane Group 1183 1181 1186 1187
Base Saturation Flow Rate 1600 1600 1600 1600
Number of Lanes 3 2 1 2
Saturation Flow Rate 4800 3200 1600 3200
Approach
Movement L1 R1 T R1 L1 T
Volume 23 14 733 109 26 517
Volume / Saturation Flow Rate 0.007 0.008 0.263 0.263 0.016 0.162 Overlap adjusted Volume / Saturation Flow Rate 0.007 0.008 0.263 0.263 0.016 0.162 Critical Movement Y Y Y
W
Saturation Flow Rate
W
Capacity Analysis
N E W
Volume and Adjustments by Lane Group
Node 528: Hollister & Los Carneros Way
Volume and Adjustments by Movement
N E W

Page 59 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.311
Loss Time 0
Cycle Length 100
Adj V/C 0.411
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 40 3 32 8 783 49 22 0 19 16 493 28
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 10 1 8 2 196 12 6 0 5 4 123 7
Adjusted Volume 40 3 32 8 783 49 22 0 19 16 493 28
Approach
Lane Group C R L C L R L C
ID 1194 1195 1191 1192 1189 1190 1196 1197
Lanes LT R L T, RT L R L T, RT
Volume 43 32 8 832 22 19 16 521
Approach
Lane Group 1194 1195 1191 1192 1189 1190 1196 1197
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 40 3 32 8 783 49 22 0 19 16 493 28
Volume / Saturation Flow Rate 0.025 0.027 0.020 0.005 0.260 0.260 0.014 0.000 0.012 0.010 0.163 0.163 Overlap adjusted Volume / Saturation Flow Rate 0.025 0.027 0.020 0.005 0.260 0.260 0.014 0.000 0.012 0.010 0.163 0.163 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 530: Hollister & Aero Camino
Volume and Adjustments by Movement

N E S W

Page 60 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay4.69
Worst Case Delay65.78
Worst Case LOSF
Approach
Movement T R1 L1 T L1 R1
Base Volume 712.00 94.00 125.00 665.00 35.00 135.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 773.91 102.17 135.87 722.83 38.04 146.74 Approach
Movement T R1 L1 T L1 R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement T R1 L1 T L1 R1
Rank 1 1 2 1 3 2
vx, Volume 135.87 38.04 146.74
Conflicting Volume (Veh) 876.09 1458.15 438.04
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 876.09 1458.15 438.04
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 779.18 122.50 572.06
Capacity 779.18 95.77 572.06
Approach
Movement T R1 L1 T L1 R1
tc,base, Base Critical Headway 4.10 7.50 6.90
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.10
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.80 6.90
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 3.30
tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
tf, Follow-Up Headway 2.20 3.50 3.30
Approach
Movement T R1 L1 T L1 R1
vx, Volume 773.91 102.17 135.87 722.83 38.04 146.74
cmx, Capacity 779.18 95.77 572.06
V / C 0.17 0.40 0.26
d, Delay 10.60 65.78 34.48

LOS B F D
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach W
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 3 Lane 1
Movements T, R1 L1, R1
vx, Volume 438.04 438.04 135.87 361.41 361.41 184.78
Flared Storage Size
cmx, Capacity 282.65
V / C 0.65
Q95, 95% Queue Length 5.13
d, Delay 40.92
LOS E
dA, Approach Delay 40.92
Approach LOS E
E

0.00 0.00
Delay and Level of Service by Lane
N (Major) S (Major)

0.00 1.68
Delay and Level of Service by Movement
N (Major) S (Major) W

0.00 1.68 40.92
Critical Headway and Follow Up Headway
N (Major) S (Major) W

0.00 0.00 0.00
N (Major) S (Major) W
Capacity of Movements below Rank 1
N (Major) S (Major) W
Pedestrians
Node 553: Storke & Santa Felicia
Volume and Adjustments
N (Major) S (Major) W

Page 61 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay0.84
Worst Case Delay13
Worst Case LOSB
Approach
Movement T R1 L1 T L1 R1
Base Volume 20.00 185.00 3.00 24.00 333.00 10.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 21.74 201.09 3.26 26.09 361.96 10.87 Approach
Movement T R1 L1 T L1 R1
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement T R1 L1 T L1 R1
Rank 2 1 3 2 1 1
vx, Volume 21.74 3.26 26.09
Conflicting Volume (Veh) 367.39 590.22 367.39
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 367.39 590.22 367.39
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1202.28 473.37 564.66
Capacity 1202.28 471.65 564.66
Approach
Movement T R1 L1 T L1 R1
tc,base, Base Critical Headway 4.10 7.10 6.50
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.20
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.50
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 4.00
Approach
Movement T R1 L1 T L1 R1
vx, Volume 21.74 201.09 3.26 26.09 361.96 10.87
cmx, Capacity 1202.28 471.65 564.66
V / C 0.02 0.01 0.05
d, Delay 8.05 13.00 11.74

LOS A B B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N (Major) S W (Major)
Lane Lane 1 Lane 1 Lane 1
Movements T, R1 L1, T L1, R1
vx, Volume 222.83 29.35 372.83
Flared Storage Size
cmx, Capacity 1202.28 552.55
V / C 0.19 0.05
Q95, 95% Queue Length 0.68 0.17
d, Delay 8.05 11.88
LOS B
dA, Approach Delay 0.79 11.88 0.00
Approach LOS B
Delay and Level of Service by Lane
B

0.00 0.00
Delay and Level of Service by Movement
N (Major) S W (Major)

0.79 11.88 0.00
Critical Headway and Follow Up Headway
N (Major) S W (Major)

0.00 0.00 0.00
N (Major) S W (Major)
Capacity of Movements below Rank 1
N (Major) S W (Major)
Pedestrians
Node 556: Fowler & Fairview
Volume and Adjustments
N (Major) S W (Major)

Page 62 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.385
Loss Time 0
Cycle Length 100
Adj V/C 0.485
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 56 537 162 5 5 48 70 572 11 139 6 61
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 14 134 41 1 1 12 18 143 3 35 2 15
Adjusted Volume 56 537 162 5 5 48 70 572 11 139 6 61
Approach E
Lane Group L C C L C L C
ID 1200 1201 1199 1205 1206 1203 1204
Lanes L T, RT LTR L T, RT L RT
Volume 56 699 58 70 583 139 67
Approach E
Lane Group 1200 1201 1199 1205 1206 1203 1204
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 1 1
Saturation Flow Rate 1600 3200 1600 1600 3200 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 56 537 162 5 5 48 70 572 11 139 6 61
Volume / Saturation Flow Rate 0.035 0.218 0.218 0.003 0.036 0.036 0.044 0.182 0.182 0.087 0.042 0.042 Overlap adjusted Volume / Saturation Flow Rate 0.035 0.218 0.218 0.003 0.036 0.036 0.044 0.182 0.182 0.087 0.042 0.042 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
N S W
Node 562: Storke & Phelps
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
N S W
Saturation Flow Rate

Page 63 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.176
Loss Time 0
Cycle Length 100
Adj V/C 0.276
Approach N
Movement L1 T L1 R1 T R1
Base Volume 139 35 19 107 17 15
PHF 1.000 1.000 1.000 1.000 1.000 1.000
Peak 15 Volume 35 9 5 27 4 4
Adjusted Volume 139 35 19 107 17 15
Approach N E
Lane Group C L R C R
ID 1208 1211 1212 1209 1210
Lanes LT L R T R
Volume 174 19 107 17 15
Approach N E
Lane Group 1208 1211 1212 1209 1210
Base Saturation Flow Rate 1600 1600 1600 1600 1600
Number of Lanes 1 1 1 1 1
Saturation Flow Rate 1600 1600 1600 1600 1600
Approach N
Movement L1 T L1 R1 T R1
Volume 139 35 19 107 17 15
Volume / Saturation Flow Rate 0.087 0.109 0.012 0.067 0.011 0.009 Overlap adjusted Volume / Saturation Flow Rate 0.087 0.109 0.012 0.067 0.011 0.009 Critical Movement Y Y
E S W
S W
Saturation Flow Rate
S W
Capacity Analysis
Volume and Adjustments by Lane Group
Node 564: Mesa & Los Carneros
Volume and Adjustments by Movement
E S W

Page 64 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.371
Loss Time 0
Cycle Length 100
Adj V/C 0.471
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 4 580 42 8 1 35 31 673 4 207 0 45
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 1 145 11 2 0 9 8 168 1 52 0 11
Adjusted Volume 4 580 42 8 1 35 31 673 4 207 0 45
Approach E
Lane Group L C C L C L R
ID 1259 1260 1258 1264 1265 1262 1263
Lanes L T, RT LTR L T, RT L R
Volume 4 622 44 31 677 207 45
Approach E
Lane Group 1259 1260 1258 1264 1265 1262 1263
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 1 1 2 1 1
Saturation Flow Rate 1600 3200 1600 1600 3200 1600 1600 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 4 580 42 8 1 35 31 673 4 207 0 45
Volume / Saturation Flow Rate 0.003 0.194 0.194 0.005 0.027 0.028 0.019 0.212 0.212 0.129 0.000 0.028 Overlap adjusted Volume / Saturation Flow Rate 0.003 0.194 0.194 0.005 0.027 0.028 0.019 0.212 0.212 0.129 0.000 0.028 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
N S W
Node 617: Los Caneros & Castilian
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
N S W
Saturation Flow Rate

Page 65 of 75 ends

Control Type AWSC
Method HCM 7th Edition
Average Delay 13.8
Average LOS B
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 4.00 112.00 30.00 300.00 93.00 0.00 132.00 119.00 78.00 6.00 6.00 40.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 Flow Rate 4.35 121.74 32.61 326.09 101.09 0.00 143.48 129.35 84.78 6.52 6.52 43.48 Geometry Group
Approach W
Lanes Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Total Lane Flow Rate 4.35 154.35 326.09 101.09 143.48 214.13 56.52 Left Turn Flow Rate 4.35 0.00 326.09 0.00 143.48 0.00 6.52 Right Turn Flow Rate 0.00 32.61 0.00 0.00 0.00 84.78 43.48 PLT, Proportion LT 1.00 0.00 1.00 0.00 1.00 0.00 0.12
PRT, Proportion RT 0.00 0.21 0.00 0.00 0.00 0.40 0.77
PHV, Proportion HV 0.00 0.00 0.00 0.00 0.00 0.00 0.00
hLT,adj, Headway adjustment for left turns 0.20
hRT,adj, Headway adjustment for right turns -0.60
hHV,adj, Headway adjustment for heavy vehicles 1.70
hadj, Headway adjustment 0.50 -0.15 0.50 0.00 0.50 -0.28 -0.44 Approach W
Lanes Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Total Lane Flow Rate 4.35 154.35 326.09 101.09 143.48 214.13 56.52 hd initial 3.20 3.20 3.20 3.20 3.20 3.20 3.20
x initial 0.00 0.14 0.29 0.09 0.13 0.19 0.05
hd, iteration 1 6.03 5.38 5.83 5.33 5.90 5.11 5.20
Difference, iteration 1 2.83 2.18 2.63 2.13 2.70 1.91 2.00 hd, iteration 2 6.82 6.17 6.36 5.86 6.57 5.78 6.01
Difference, iteration 2 0.79 0.79 0.52 0.52 0.67 0.67 0.81 hd, iteration 3 7.01 6.36 6.52 6.02 6.73 5.94 6.24
Difference, iteration 3 0.19 0.19 0.16 0.16 0.16 0.16 0.23 hd, iteration 4 7.07 6.41 6.56 6.06 6.78 5.99 6.30
Difference, iteration 4 0.05 0.05 0.04 0.04 0.05 0.05 0.06 Convergence Y Y Y Y Y Y Y
hd final, Departure Headway 7.07 6.41 6.56 6.06 6.78 5.99 6.30 x final, Degree of Utilization 0.01 0.27 0.59 0.17 0.27 0.36 0.10 Approach W
Lanes Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1
Total Lane Flow Rate 4.35 154.35 326.09 101.09 143.48 214.13 56.52 hd, Departure Headway 7.07 6.41 6.56 6.06 6.78 5.99 6.30 x, Degree of Utilization 0.01 0.27 0.59 0.17 0.27 0.36 0.10 m, Move Up Time 2.30 2.30 2.30 2.30 2.30 2.30 2.00
ts, Service Time 4.77 4.11 4.26 3.76 4.48 3.69 4.30
Capacity 509.07 561.32 548.36 593.79 531.04 600.57 571.51 Delay 9.83 11.54 18.74 10.00 11.98 12.00 9.99

LOS A B C B B B A
Q95, 95% Queue Length 0.03 1.13 4.23 0.61 1.10 1.65 0.33 Approach Delay 9.99
Approach LOS A
Intersection Delay
Intersection LOS
B C B

13.8 B
Capacity and Level of Service
N E S

11.49 16.67 11.99

1.70 1.70 1.70
Departure Headway
N E S

0.50 0.50 0.50
-0.70 -0.70 -0.70
N E S
Node 624: Cathedral Oaks & Calle Real
Volume and Adjustments

N E S W
5 5 5 4b
Saturation Headway

Page 66 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.581
Loss Time 0
Cycle Length 100
Adj V/C 0.681
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 140 35 43 326 800 171 78 30 312 58 571 57
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 35 9 11 82 200 43 20 8 78 15 143 14
Adjusted Volume 140 35 43 326 800 171 78 30 312 58 571 57 Approach N
Lane Group C L C R C R L C
ID 1274 1269 1271 1273 1267 1268 1275 1276
Lanes LTR L, L T, T R LT R L T, RT
Volume 218 326 800 171 108 312 58 628
Approach N
Lane Group 1274 1269 1271 1273 1267 1268 1275 1276
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 2 2 1 1 1 1 2
Saturation Flow Rate 1600 3200 3200 1600 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 140 35 43 326 800 171 78 30 312 58 571 57
Volume / Saturation Flow Rate 0.088 0.136 0.136 0.102 0.250 0.107 0.049 0.068 0.195 0.036 0.196 0.196 Overlap adjusted Volume / Saturation Flow Rate 0.088 0.136 0.136 0.102 0.250 0.107 0.049 0.068 0.195 0.036 0.196 0.196 Critical Movement Y Y Y Y
Capacity Analysis

N E S W
E S W
Node 630: Hollister & Marketplace/Village Way
Volume and Adjustments by Movement

N E S W
Volume and Adjustments by Lane Group
E S W
Saturation Flow Rate

Page 67 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.59
Worst Case Delay20.15
Worst Case LOSC
Approach
Movement L1 R1 T R1 L1 T
Base Volume 327.00 60.00 34.00 394.00 86.00 34.00
PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 355.43 65.22 36.96 428.26 93.48 36.96 Approach
Movement L1 R1 T R1 L1 T
vx, Flow (Ped/hr) 0.00 0.00 0.00
w, Lane Width (ft) 12.00 12.00 12.00
Sp, Walking Speed (ft/s) 3.50 3.50 3.50
fpb, Percent Blockage 0.00 0.00 0.00
Approach
Movement L1 R1 T R1 L1 T
Rank 1 1 2 1 3 2
vx, Volume 36.96 93.48 36.96
Conflicting Volume (Veh) 388.04 853.26 388.04
Conflicting Volume (Ped) 0.00 0.00 0.00
Conflicting Volume 388.04 853.26 388.04
Two-Stage Gap Acceptance No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 1181.48 332.05 549.83
Capacity 1181.48 330.87 549.83
Approach
Movement L1 R1 T R1 L1 T
tc,base, Base Critical Headway 4.10 7.10 6.50
tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00
Phv, % Heavy Vehicles 0.00 0.00 0.00
tc,G, Grade Adjustment Factor 0.00 0.20 0.20
G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.70 0.00
tc, Critical Headway 4.10 6.40 6.50
tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 2.20 3.50 4.00
tf,hv, Heavy Vehicles Adjustment Factor 0.90 0.90 0.90
tf, Follow-Up Headway 2.20 3.50 4.00
Approach
Movement L1 R1 T R1 L1 T
vx, Volume 355.43 65.22 36.96 428.26 93.48 36.96
cmx, Capacity 1181.48 330.87 549.83
V / C 0.03 0.28 0.07
d, Delay 8.15 20.15 12.02

LOS A C B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach
Lane Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2
Movements
vx, Volume 355.43 65.22 36.96 428.26 93.48 36.96
Flared Storage Size
cmx, Capacity
V / C
Q95, 95% Queue Length
d, Delay
LOS
dA, Approach Delay
Approach LOS C
Delay and Level of Service by Lane
N (Major) E (Major) W

0.00 0.65 17.85
C

0.00 0.00
Delay and Level of Service by Movement
N (Major) E (Major) W

0.00 0.65 17.85
Critical Headway and Follow Up Headway
N (Major) E (Major) W

0.00 0.00 0.00
N (Major) E (Major) W
Capacity of Movements below Rank 1
N (Major) E (Major) W
Pedestrians
Node 636: Hollister & Cathedral Oaks
Volume and Adjustments
N (Major) E (Major) W

Page 68 of 75 ends

Control Type Signalized
Method ICU Method 1
LOS A
Critical V/C 0.294
Loss Time 0
Cycle Length 100
Adj V/C 0.394
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 33 1 9 186 533 8 44 1 88 2 293 34
PHF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Peak 15 Volume 8 0 2 47 133 2 11 0 22 1 73 9
Adjusted Volume 33 1 9 186 533 8 44 1 88 2 293 34
Approach
Lane Group C R L C C R L C
ID 1283 1284 1280 1281 1278 1279 1285 1286
Lanes LT R L T, RT LT R L T, RT
Volume 34 9 186 541 45 88 2 327
Approach
Lane Group 1283 1284 1280 1281 1278 1279 1285 1286
Base Saturation Flow Rate 1600 1600 1600 1600 1600 1600 1600 1600 Number of Lanes 1 1 1 2 1 1 1 2
Saturation Flow Rate 1600 1600 1600 3200 1600 1600 1600 3200 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Volume 33 1 9 186 533 8 44 1 88 2 293 34
Volume / Saturation Flow Rate 0.021 0.021 0.006 0.116 0.169 0.169 0.028 0.028 0.055 0.001 0.102 0.102 Overlap adjusted Volume / Saturation Flow Rate 0.021 0.021 0.006 0.116 0.169 0.169 0.028 0.028 0.055 0.001 0.102 0.102 Critical Movement Y Y Y Y

N E S W
Volume and Adjustments by Lane Group

N E S W
Saturation Flow Rate

N E S W
Capacity Analysis
Node 717: Hollister & Entrance
Volume and Adjustments by Movement

N E S W

Page 69 of 75 ends

Control Type TWSC
Method HCM 7th Edition
dI, Average Delay2.22
Worst Case Delay69.71
Worst Case LOSF
Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Base Volume 6.00 0.00 147.00 0.00 898.00 49.00 0.00 0.00 0.00 86.00 619.00 0.00 PHF, Peak-hour factor 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 V, Adjusted Volume 6.52 0.00 159.78 0.00 976.09 53.26 0.00 0.00 0.00 93.48 672.83 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Flow (Ped/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w, Lane Width (ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Sp, Walking Speed (ft/s) 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 fpb, Percent Blockage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
Rank 4 3 2 2 1 1 4 3 2 2 1 1
vx, Volume 6.52 0.00 159.78 0.00 0.00 0.00 0.00 93.48
Conflicting Volume (Veh) 1526.091862.50 514.67 672.83 1347.831889.13 336.41 1029.35 Conflicting Volume (Ped) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Conflicting Volume 1526.091862.50 514.67 672.83 1347.831889.13 336.41 1029.35 Two-Stage Gap Acceptance No No No No
Number of Storage Spaces in Median Refuge Area
cpx, Potential Capacity 82.13 73.83 510.27 927.52 111.34 71.07 665.28 682.67 Capacity 68.30 61.40 510.27 927.52 63.60 59.10 665.28 682.67 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
tc,base, Base Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,base,I, Base Critical Headway (Stage I)
tc,base,II, Base Critical Headway (Stage II)
tc,HV, Heavy Vehicles Adjustment Factor 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Phv, % Heavy Vehicles 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc,G, Grade Adjustment Factor 0.20 0.20 0.10 0.00 0.20 0.20 0.10 0.00 G, % Grade
T3,lt, Geometry Adjustment Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tc, Critical Headway 7.50 6.50 6.90 4.10 7.50 6.50 6.90 4.10 tc,I, Critical Headway (Stage I)
tc,II, Critical Headway (Stage II)
tf,base, Base Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 tf,hv, Heavy Vehicles Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tf, Follow-Up Headway 3.50 4.00 3.30 2.20 3.50 4.00 3.30 2.20 Approach
Movement L1 T R1 L1 T R1 L1 T R1 L1 T R1
vx, Volume 6.52 0.00 159.78 0.00 976.09 53.26 0.00 0.00 0.00 93.48 672.83 0.00 cmx, Capacity 68.30 61.40 510.27 927.52 63.60 59.10 665.28 682.67 V / C 0.10 0.00 0.31 0.00 0.00 0.00 0.00 0.14
d, Delay 63.79 69.71 18.13 8.88 61.61 65.91 10.41 11.11

LOS F F C A F F B B
dA, Approach Delay
Approach LOS
dRank1, Rank 1 Delay
Approach N S
Lane Lane 1 Lane 1 Lane 2 Lane 1 Lane 1 Lane 2 Lane 3
Movements L1, T, R1 L1, T T, R1 L1, T, R1 T, R1
vx, Volume 166.30 514.67 514.67 0.00 93.48 336.41 336.41 Flared Storage Size
cmx, Capacity 406.99 0.00 87.86
V / C 0.41 0.00 0.00
Q95, 95% Queue Length 2.04 0.00 0.00
d, Delay 19.92 4.44 45.98

LOS C E
dA, Approach Delay 19.92 45.98
Approach LOS C E

0.00 1.36

0.00 0.00
Delay and Level of Service by Movement

0.00 Delay and Level of Service by Lane
E (Major) W (Major)

19.92 0.00 45.98 1.36
C E
N E (Major) S W (Major)
N E (Major) S W (Major)
Critical Headway and Follow Up Headway
N E (Major) S W (Major)

0.00 0.00 0.00
Capacity of Movements below Rank 1
Node 856: Hollister & Cortona
Volume and Adjustments
N E (Major) S W (Major)
Pedestrians
N E (Major) S W (Major)

Page 70 of 75 ends

Goleta City CouncilJuly 21, 2026

Goleta City Council
July 21, 2026