Agenda packet — City Council and Authorities Concurrent, August 30, 2022 (part 9 of 11)

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

33.2233.1047.3235.8935.7248.4030.6932.4343.8532.6135.3046.07d1, Uniform Delay [s] 586624157623641165437527239384459177c, Capacity [veh/h] 174918631774181218631774154618631774155818631774s, saturation flow rate [veh/h]

0.270.270.030.340.340.070.080.130.060.040.120.03(v / s)_i Volume / Saturation Flow Rate

0.330.330.090.340.340.090.280.280.130.250.250.10g / C, Green / Cycle 373710383810313115272711g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
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18Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
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d_M, Delay for Movement [s/veh] 51.04 38.71 33.58 49.94 35.22 32.26 70.89 68.33 69.73 54.57 43.49 44.17 Movement LOS D D C D D C E E E D D D
d_A, Approach Delay [s/veh] 39.86 37.86 68.63 44.26
Approach LOS D D E D
d_I, Intersection Delay [s/veh] 53.25
Intersection LOS D
Intersection V/C 0.646
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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19Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

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0.204Volume to Capacity (v/c):

DLevel Of Service:

32.8Delay (sec / veh):
15 minutesAnalysis Period:

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NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
9249284116110033Total Analysis Volume [veh/h]
2312321290258Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
850857710689230Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 850857710689230Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
Scenario 1: 1 Existing PM
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Version 2021 (SP 0-4)
Generated with
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DIntersection LOS

1.62d_I, Intersection Delay [s/veh]
AACApproach LOS

1.160.0020.21d_A, Approach Delay [s/veh]

0.0014.880.000.0022.5718.3495th-Percentile Queue Length [ft/ln]

0.000.600.000.000.900.7395th-Percentile Queue Length [veh/ln] ABAACDMovement LOS

0.0012.840.000.0016.0632.80d_M, Delay for Movement [s/veh]

0.010.170.000.010.240.20V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
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21Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.947Volume to Capacity (v/c):

DLevel Of Service:

52.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00150.00100.00100.00190.00100.00100.00110.0095.00100.00110.00Entry Pocket Length [ft] 001 001 001 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
161598134271776186224921184107461159Total Analysis Volume [veh/h] 4014933681944656230462711540Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 14855012324971417120684716998424146Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14855012324971417120684716998424146Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
,llr , I ft , I ft , I ft
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
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1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoYesNoYesNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230 24240 25250 27270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 404022404022373721373721Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929431311231314Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectPermissPermissProtectPermissPermissProtectPermissPermissProtectControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

41.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
354.33372.26187.82543.00562.74252.72685.67704.22250.6291.08198.62210.6195th-Percentile Queue Length [ft/ln]

14.1714.897.5121.7222.5110.1127.4328.1710.023.647.948.4295th-Percentile Queue Length [veh/ln] 229.98244.13104.34382.61398.95151.71499.18517.66150.1450.60111.88120.5750th-Percentile Queue Length [ft/ln]

9.209.774.1715.3015.966.0719.9720.716.012.024.484.8250th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
DDE DDE FEE CCELane Group LOS

38.6737.7960.1251.9248.0764.3873.5569.6666.2526.6428.4859.00d, Delay for Lane Group [s/veh]

0.710.700.830.910.890.871.011.000.870.220.430.85X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

8.097.2810.0921.0517.4816.6340.1136.2718.351.091.2410.08d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.500.190.500.500.210.500.500.11k, delay calibration

30.5830.5150.0330.8730.5947.7633.4533.3947.9025.5527.2448.92d1, Uniform Delay [s] 5145591625536132145515912124761078188c, Capacity [veh/h] 171418631774167918631774173718631774156835471774s, saturation flow rate [veh/h]

0.210.210.080.300.290.100.320.320.100.070.130.09(v / s)_i Volume / Saturation Flow Rate

0.300.300.090.330.330.120.320.320.120.300.300.11g / C, Green / Cycle 353511383814373714353512g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
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24Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
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d_M, Delay for Movement [s/veh] 59.00 28.48 26.64 66.25 71.06 73.55 64.38 49.21 51.92 60.12 38.09 38.67 Movement LOS E C C E E E E D D E D D
d_A, Approach Delay [s/veh] 34.88 70.81 52.10 41.50
Approach LOS C E D D
d_I, Intersection Delay [s/veh] 52.79
Intersection LOS D
Intersection V/C 0.947
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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25Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

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0.757Volume to Capacity (v/c):

DLevel Of Service:

43.2Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

70.000.000.000.000.000.000.000.000.0049.210.00400.00Exit Pocket Length [ft] 100 000 000 101No. of Lanes in Exit Pocket
100.00100.00180.00100.00100.00360.00125.00100.00290.00200.00100.00350.00Entry Pocket Length [ft] 002 002 101 202No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
3096Bicycle Volume [bicycles/h]
1066Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
034871108619240163208110041837158Total Analysis Volume [veh/h] 08718271556041520251020940Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 034871108619240163208110041837158Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00000.82001.00001.00000.74001.0000Base Volume Adjustment Factor 353487116961924046325381001031131158Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
,,lllr ,lllr ,,,,.. ,, I f-t
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.13.83.83.23.83.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 25250 25250Pedestrian Clearance [s]
080 080 660 660Walk [s]

0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 045260452694941810110125Split [s]

0.01.91.60.01.91.51.01.01.61.01.01.5All red [s]

0.03.73.60.03.73.64.84.83.64.84.83.6Amber [s]
0303003030484830303030Maximum Green [s]
0301204019888812909019Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083225661Signal Group
PermissPermissProtectPermissPermissProtectPermissPermissProtectPermissPermissProtectControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
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27Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
297.14297.1475.89647.15672.48240.37121.24665.84224.8524.50177.05159.3195th-Percentile Queue Length [ft/ln]

11.8911.893.0425.8926.909.614.8526.638.990.987.086.3795th-Percentile Queue Length [veh/ln] 185.47185.4742.16469.48490.82142.4967.36485.22130.9913.6198.3688.5150th-Percentile Queue Length [ft/ln]

7.427.421.6918.7819.635.702.6919.415.240.543.933.5450th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesNoNoNoYesCritical Lane Group
EEF FFF BCF BBELane Group LOS

66.8266.8284.2888.3186.9481.9816.8426.80101.5712.3613.8878.43d, Delay for Lane Group [s/veh]

0.530.530.330.930.930.690.210.810.860.050.300.46X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.301.300.9021.9220.612.510.592.8215.860.110.290.95d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.280.280.110.500.500.110.500.500.11k, delay calibration

65.5265.5283.3766.3866.3379.4716.2523.9785.7112.2513.5977.48d1, Uniform Delay [s] 33133121437940134679225791178462751345c, Capacity [veh/h] 186318633445176318633445155850741774156050743445s, saturation flow rate [veh/h]

0.090.090.020.200.200.070.100.410.060.030.160.05(v / s)_i Volume / Saturation Flow Rate

0.180.180.060.220.220.100.510.510.070.540.540.10g / C, Green / Cycle 34341241411997971310310319g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 190190190190190190190190190190190190C, Cycle Length [s] CCL CCL RCL RCLLane Group
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28Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 78.43 13.88 12.36 101.57 26.80 16.84 81.98 87.48 88.31 84.28 66.82 66.82 Movement LOS E B B F C B F F F F E E
d_A, Approach Delay [s/veh] 23.66 29.30 86.21 69.78
Approach LOS C C F E
d_I, Intersection Delay [s/veh] 43.18
Intersection LOS D
Intersection V/C 0.757
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
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29Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

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0.559Volume to Capacity (v/c):

CLevel Of Service:

24.1Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100 001 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
8504Bicycle Volume [bicycles/h]
10987Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
163801740561344118221146318Total Analysis Volume [veh/h] 4954 101408 10455 4165Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 153501637516313816719135817Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 153501637516313816719135817Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + ,~ ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 616161616161343434343434Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

3.53.53.53.53.53.53.63.63.63.63.63.6Amber [s]
181818181818181818181818Maximum Green [s]
202020202020242424242424Minimum Green [s]
--Lag--Lag--Lag--LagLead / Lag
Auxiliary Signal Groups
888 444 666 222Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
280.6618.29462.6430.64140.2249.7495th-Percentile Queue Length [ft/ln]

11.230.7318.511.235.611.9995th-Percentile Queue Length [veh/ln] 172.8510.16316.7117.0277.9027.6350th-Percentile Queue Length [ft/ln]

6.910.4112.670.683.121.1150th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoCritical Lane Group
CDCCBBLane Group LOS

23.1944.1629.5832.9514.1812.57d, Delay for Lane Group [s/veh]

0.550.140.840.130.260.11X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.660.553.270.230.680.25d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.130.110.500.50k, delay calibration

22.5343.6026.3132.7213.5012.32d1, Uniform Delay [s]
719118715257933879c, Capacity [veh/h]
1846815183698417691653s, saturation flow rate [veh/h]

0.210.020.330.030.140.06(v / s)_i Volume / Saturation Flow Rate

0.390.390.390.390.500.50g / C, Green / Cycle
373737374848g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 12.57 12.57 12.57 14.18 14.18 14.18 32.95 29.58 29.58 44.16 23.19 23.19 Movement LOS B B B B B B C C C D C C
d_A, Approach Delay [s/veh] 12.57 14.18 29.76 24.05
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 24.14
Intersection LOS C
Intersection V/C 0.559
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
33Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.251Volume to Capacity (v/c):

ALevel Of Service:

8.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21173 1730646811116 5757Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21173 1730646811116 5757Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.47Intersection Delay [s/veh]
AAAAApproach LOS

7.758.608.678.18Approach Delay [s/veh]

4.3414.0124.7710.2095th-Percentile Queue Length [ft]

0.170.560.990.4195th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.050.160.250.12Degree of Utilization, x
802764846791Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.137Volume to Capacity (v/c):

ALevel Of Service:

7.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 211910 9101919494014685Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 211910 9101919494014685Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.74Intersection Delay [s/veh]
AAAAApproach LOS

7.537.667.897.71Approach Delay [s/veh]

5.184.0711.859.1895th-Percentile Queue Length [ft]

0.210.160.470.3795th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.060.050.140.11Degree of Utilization, x
850815853859Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.178Volume to Capacity (v/c):

FLevel Of Service:

70.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
5080Pedestrian Volume [ped/h]
77105 46311607831253055449Total Analysis Volume [veh/h] 1921 1113 1519631 813912Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7195 42310557201152851045Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7195 42310557201152851045Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
, I f-t , I f-t + +
FIntersection LOS

3.19d_I, Intersection Delay [s/veh]
CDAAApproach LOS

23.0930.621.190.76d_A, Approach Delay [s/veh]

33.1033.1033.1030.1730.1730.170.000.0010.950.000.004.9695th-Percentile Queue Length [ft/ln]

1.321.321.321.211.211.210.000.000.440.000.000.2095th-Percentile Queue Length [veh/ln] CFF CFF AAA AAAMovement LOS

15.9463.9151.4518.7864.6870.860.000.009.220.000.009.87d_M, Delay for Movement [s/veh]

0.110.150.060.080.040.180.000.010.130.000.010.06V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
Scenario 1: 1 Existing PM
9/23/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

Baseline – Roadway Reconfiguration AM

,QWHUVHFWLRQ$QDO\VLV6XPPDU\
6/10/2021Report File: \...\Existing LOS AM - Road Diet.pdf Scenario 4 Existing AM - Road DietVistro File: \...\Pruneridge Avenue AM.vistro Pruneridge Avenue Complete Streets
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

E35.20.033EB ThruHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A7.60.141NB ThruHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A7.70.133EB LeftHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C22.20.689EB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
D51.20.830EB LeftHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
D44.60.749EB LeftHCM 2010SignalizedKiely Boulevard and
Homestead Road120
D29.80.314NB LeftHCM 2010Two-way stopWoodhams Road and
Homestead Road119
D52.30.811EB LeftHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
B10.10.386NB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
D47.91.118WB ThruHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
B19.20.541WB ThruHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A7.70.135WB ThruHCM 2010All-way stopWoodhams Road and Forbes Avenue114
B13.30.548NB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
/26'HOD\
VYHK
9&:RUVW0YPW0HWKRG&RQWURO7\SH,QWHUVHFWLRQ1DPH,'
1Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.548Volume to Capacity (v/c):

BLevel Of Service:

13.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
3RPHUR\$YHQXHDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1403Pedestrian Volume [ped/h]
59335518134022317723931020Total Analysis Volume [veh/h] 1581453105791810775Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 54305117123720292663628518Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 54305117123720292663628518Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
BIntersection LOS

13.35Intersection Delay [s/veh]
BBBBApproach LOS

10.7010.0413.6614.68Approach Delay [s/veh]

23.2510.3578.0910.5183.272.6995th-Percentile Queue Length [ft]

0.930.413.120.423.330.1195th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.240.120.530.120.550.03Degree of Utilization, x
614582639583637578Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
3Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
I I
I I

0.135Volume to Capacity (v/c):

ALevel Of Service:

7.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 676222738105325 9339Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 676222738105325 9339Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.72Intersection Delay [s/veh]
AAAAApproach LOS

7.927.517.647.66Approach Delay [s/veh]

11.627.604.345.4295th-Percentile Queue Length [ft]

0.460.300.170.2295th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.130.090.050.07Degree of Utilization, x
846878821828Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
5Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.541Volume to Capacity (v/c):

BLevel Of Service:

19.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
1111Bicycle Volume [bicycles/h]
2333Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1031717629854295332342980817Total Analysis Volume [veh/h] 2643197211124838 72024Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 951577027783987305312774316Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 951577027783987305312774316Base Volume Input [veh/h]
Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

3.53.53.53.53.53.53.63.63.63.63.63.6Amber [s]
303030303030767676767676Maximum Green [s]
282828303030191919191919Minimum Green [s]
--Lag--Lag--Lag--LagLead / Lag
Auxiliary Signal Groups
888 444 666 222Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
401.57170.72103.3994.75197.58209.6595th-Percentile Queue Length [ft/ln]

16.066.834.143.797.908.3995th-Percentile Queue Length [veh/ln] 267.4694.8457.4452.64111.13119.8750th-Percentile Queue Length [ft/ln]

10.703.792.302.114.454.7950th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
DDAAAALane Group LOS

50.1436.178.228.029.599.40d, Delay for Lane Group [s/veh]

0.790.440.230.220.370.36X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

9.040.850.510.520.940.80d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.330.110.500.500.500.50k, delay calibration

41.1035.327.717.508.658.60d1, Uniform Delay [s]
444356104199711101248c, Capacity [veh/h]
157712301567144816711831s, saturation flow rate [veh/h]

0.220.130.150.150.240.24(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303077777777g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
/DQH*URXS&DOFXODWLRQV
8Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 9.40 9.49 9.59 8.02 8.10 8.22 36.17 36.17 36.17 50.14 50.14 50.14 Movement LOS A A A A A A D D D D D D
d_A, Approach Delay [s/veh] 9.49 8.12 36.17 50.14
Approach LOS A A D D
d_I, Intersection Delay [s/veh] 19.24
Intersection LOS B
Intersection V/C 0.541
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
9Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

1.118Volume to Capacity (v/c):

DLevel Of Service:

47.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00175.000.000.00125.000.000.00Exit Pocket Length [ft] 000 000 100 100No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0220Bicycle Volume [bicycles/h]
0036Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
13414267593639110958833295837Total Analysis Volume [veh/h] 33361715910272392 87399Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 12313162543336101881730272134Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 12313162543336101881730320134Base Volume Input [veh/h]
Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
10Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr 111l r ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.06.06.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3232323232321391391713813816Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

3.63.63.63.63.63.64.84.83.64.84.83.6Amber [s]
2626262626261331331213213211Maximum Green [s]
2626262626261331331213213211Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
62Auxiliary Signal Groups
888 444661 225Signal Group
PermissPermissPermissPermissPermissPermissOverlapPermissProtecteOverlapPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
11Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
249.73491.31110.38161.439.9224.6718.410.64766.4880.9695th-Percentile Queue Length [ft/ln]

9.9919.654.426.460.400.990.740.0330.663.2495th-Percentile Queue Length [veh/ln] 149.48340.0961.3289.685.5113.7110.230.36516.8944.9850th-Percentile Queue Length [ft/ln]

5.9813.602.453.590.220.550.410.0120.681.8050th-Percentile Queue Length [veh/ln] NoYesNoNoNoNoYesNoYesNoCritical Lane Group
EFEEAAF AFFLane Group LOS

74.14138.9468.2978.911.121.1491.480.0455.9087.61d, Delay for Lane Group [s/veh]

0.601.000.270.570.100.260.200.031.110.41X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.0860.920.657.990.170.172.430.0455.903.04d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.130.500.110.230.500.500.110.500.500.11k, delay calibration

71.0778.0267.6470.920.940.9689.050.000.0084.57d1, Uniform Delay [s] 22321022013111213668401189266389c, Capacity [veh/h]
158313071559720155050741774158335471774s, saturation flow rate [veh/h]

0.080.160.040.100.070.190.000.020.830.02(v / s)_i Volume / Saturation Flow Rate

0.140.140.140.140.720.720.020.750.750.05g / C, Green / Cycle 2626262613513541401409g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 187187187187187187187187187187C, Cycle Length [s]
RCRCRCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
12Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 87.61 55.90 0.04 91.48 1.14 1.12 78.91 78.91 68.29 138.94 138.94 74.14 Movement LOS F F A F A A E E E F F E
d_A, Approach Delay [s/veh] 55.68 1.81 74.23 113.62
Approach LOS E A E F
d_I, Intersection Delay [s/veh] 47.91
Intersection LOS D
Intersection V/C 1.118
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 65 Ring 2
- - - - - - - - - - - - 4 - 21 Ring 1
6HTXHQFH
13Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. - I I I

0.386Volume to Capacity (v/c):

BLevel Of Service:

10.1Delay (sec / veh):
15 minutesAnalysis Period:

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All-way stopControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 114319110303831115160155103Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 114319110303831115160155103Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
14Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
BIntersection LOS

10.08Intersection Delay [s/veh]
AAABApproach LOS

9.069.619.5011.05Approach Delay [s/veh]

10.0526.3423.5245.6995th-Percentile Queue Length [ft]

0.401.050.941.8395th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.120.260.240.39Degree of Utilization, x
674738730725Capacity per Entry Lane [veh/h]
/DQHV
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15Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.811Volume to Capacity (v/c):

DLevel Of Service:

52.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00115.00100.00100.00125.0060.00100.00100.0050.00100.00115.00Entry Pocket Length [ft] 001 001 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
,QWHUVHFWLRQ6HWXS
0311Bicycle Volume [bicycles/h]
4230Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
224124576577641172122591275527271Total Analysis Volume [veh/h] 56311191419129536532146818Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 206114570527031081952381175125065Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 206114570527031081952381175125065Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
16Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 515113525214333314313112Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

4.34.34.04.34.34.03.53.53.23.53.53.0Amber [s]
18185181851818518185Maximum Green [s]
27274303042828826268Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

87.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
17Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
854.47846.46122.01332.41338.27216.40233.22271.36214.0656.92294.93110.9595th-Percentile Queue Length [ft/ln]

34.1833.864.8813.3013.538.669.3310.858.562.2811.804.4495th-Percentile Queue Length [veh/ln] 642.39639.1567.78212.79217.38124.80137.18165.78123.0931.62183.7761.6450th-Percentile Queue Length [ft/ln]

25.7025.572.718.518.704.995.496.634.921.267.352.4750th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FEE CCF DDF CDELane Group LOS

67.8762.1068.4826.9526.8297.8740.3039.8382.8634.0143.7565.06d, Delay for Lane Group [s/veh]

1.010.990.600.540.540.860.530.540.800.150.620.55X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

35.2529.7619.012.762.6647.665.034.4333.740.856.3015.83d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

32.6232.3449.4824.1924.1650.2035.2735.4049.1233.1537.4549.22d1, Uniform Delay [s] 717757127752774135398476158369442129c, Capacity [veh/h] 176418631774181118631774155918631774155518631774s, saturation flow rate [veh/h]

0.410.400.040.220.220.070.140.140.070.040.150.04(v / s)_i Volume / Saturation Flow Rate

0.410.410.070.420.420.080.250.250.090.240.240.07g / C, Green / Cycle 454584646828281026268g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
18Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 65.06 43.75 34.01 82.86 39.83 40.30 97.87 26.88 26.95 68.48 64.41 67.87 Movement LOS E D C F D D F C C E E E
d_A, Approach Delay [s/veh] 46.20 49.13 35.74 65.11
Approach LOS D D D E
d_I, Intersection Delay [s/veh] 52.28
Intersection LOS D
Intersection V/C 0.811
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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19Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
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18s

0.314Volume to Capacity (v/c):

DLevel Of Service:

29.8Delay (sec / veh):
15 minutesAnalysis Period:

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NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
121762508707066Total Analysis Volume [veh/h]
30415132171717Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
112057468006461Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 112057468006461Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1r I~ 111
DIntersection LOS

1.50d_I, Intersection Delay [s/veh]
AACApproach LOS

0.500.0020.95d_A, Approach Delay [s/veh]

0.006.910.000.0011.0232.0795th-Percentile Queue Length [ft/ln]

0.000.280.000.000.441.2895th-Percentile Queue Length [veh/ln] ABAABDMovement LOS

0.0010.370.000.0012.6129.79d_M, Delay for Movement [s/veh]

0.010.080.000.010.130.31V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
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21Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.749Volume to Capacity (v/c):

DLevel Of Service:

44.6Delay (sec / veh):
15 minutesAnalysis Period:

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,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
189823991106521582142987489649175Total Analysis Volume [veh/h] 472062527163395474182216244Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 174757911016001451972746882597161Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 174757911016001451972746882597161Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesNoYesNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 424212464616393919393919Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929433331233334Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

62.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
562.71585.28147.43356.61369.81237.61247.25269.5994.4683.59306.04238.5795th-Percentile Queue Length [ft/ln]

22.5123.415.9014.2614.799.509.8910.783.783.3412.249.5495th-Percentile Queue Length [veh/ln] 398.93417.6981.91231.77242.20140.44147.62164.4452.4846.44192.32141.1550th-Percentile Queue Length [ft/ln]

15.9616.713.289.279.695.625.906.582.101.867.695.6550th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
EDE CCE DDDCCELane Group LOS

55.5453.6565.3834.8234.4672.3436.3535.6051.4928.6134.1562.90d, Delay for Lane Group [s/veh]

0.880.880.810.600.590.870.490.480.440.170.560.86X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

18.1816.4112.104.173.8721.083.472.861.840.741.9612.53d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.500.220.500.500.110.500.500.14k, delay calibration

37.3637.2453.2830.6530.5951.2632.8932.7549.6627.8832.1950.37d1, Uniform Delay [s] 5555971226236601824915691675121159205c, Capacity [veh/h] 173218631774175818631774160518631774156935471774s, saturation flow rate [veh/h]

0.280.280.060.210.210.090.150.150.040.060.180.10(v / s)_i Volume / Saturation Flow Rate

0.320.320.070.350.350.100.310.310.090.330.330.11g / C, Green / Cycle 37378414112363611383813g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
24Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 62.90 34.15 28.61 51.49 35.67 36.35 72.34 34.60 34.82 65.38 54.34 55.54 Movement LOS E C C D D D E C C E D E
d_A, Approach Delay [s/veh] 39.12 37.92 41.11 55.53
Approach LOS D D D E
d_I, Intersection Delay [s/veh] 44.60
Intersection LOS D
Intersection V/C 0.749
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
25Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I T I I I T T I

I I I I I I I I
-
-

0.830Volume to Capacity (v/c):

DLevel Of Service:

51.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

70.000.000.000.000.000.000.000.000.000.000.00400.00Exit Pocket Length [ft] 100 000 000 001No. of Lanes in Exit Pocket
100.00100.00180.00100.00100.00360.00125.00100.00290.00200.00100.00350.00Entry Pocket Length [ft] 002 002 101 202No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
1220Bicycle Volume [bicycles/h]
2093Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
715589686377370197593202695216Total Analysis Volume [veh/h] 181402422949351908 067454Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 715589686377370197593202695216Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 1615589614737737031975932573171216Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
11lllr 1llllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.10.03.83.20.03.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 0250 0250Pedestrian Clearance [s]
080 080 060 060Walk [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0432604326010021010021Split [s]

0.01.91.60.01.91.50.01.01.60.01.01.5All red [s]

0.03.73.60.03.73.60.04.83.60.04.83.6Amber [s]
03030030300483003030Maximum Green [s]
02710037200941009415Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
569.43580.88103.94332.78349.99363.9813.44139.5569.930.001111.51220.5995th-Percentile Queue Length [ft/ln]

22.7823.244.1613.3114.0014.560.545.582.800.0044.468.8295th-Percentile Queue Length [veh/ln] 404.51414.0357.74213.08226.57237.597.4777.5338.850.00869.69127.8750th-Percentile Queue Length [ft/ln]

16.1816.562.318.529.069.500.303.101.550.0034.795.1150th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFF DDF BBF ADFLane Group LOS

89.9387.6486.7254.1754.0192.6715.7917.1389.150.0041.4786.47d, Delay for Lane Group [s/veh]

0.900.890.520.520.510.960.020.220.410.000.990.78X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

22.1019.962.260.960.8813.600.060.153.470.0015.254.69d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.340.330.110.110.110.110.500.500.110.500.500.11k, delay calibration

67.8367.6884.4653.2153.1479.0715.7316.9785.680.0026.2281.78d1, Uniform Delay [s] 3423581854334663867813381788492720278c, Capacity [veh/h] 177718633445173218633445156367651774158350743445s, saturation flow rate [veh/h]

0.170.170.030.130.130.110.010.110.020.000.530.06(v / s)_i Volume / Saturation Flow Rate

0.190.190.050.250.250.110.500.500.040.540.540.08g / C, Green / Cycle 3636104747219393810010015g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 187187187187187187187187187187187187C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 86.47 41.47 0.00 89.15 17.13 15.79 92.67 54.07 54.17 86.72 88.62 89.93 Movement LOS F D A F B B F D D F F F
d_A, Approach Delay [s/veh] 44.81 19.94 71.23 88.49
Approach LOS D B E F
d_I, Intersection Delay [s/veh] 51.16
Intersection LOS D
Intersection V/C 0.830
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
29Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. I I I
106 31s

0.689Volume to Capacity (v/c):

CLevel Of Service:

22.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
/RV3DGUHV%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
4000Bicycle Volume [bicycles/h]
2562Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
35663153539675102126715213282Total Analysis Volume [veh/h] 91664 99919263218133320Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3261014323646994116654812175Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3261014323646994116654812175Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 626262626262333333333333Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
477.1611.16262.0779.25219.93201.2595th-Percentile Queue Length [ft/ln]

19.090.4510.483.178.808.0595th-Percentile Queue Length [veh/ln] 328.536.20158.7544.03127.38113.7950th-Percentile Queue Length [ft/ln]

13.140.256.351.765.104.5550th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
CCBDCCLane Group LOS

23.5124.0717.2641.1121.9121.71d, Delay for Lane Group [s/veh]

0.790.040.490.420.440.41X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.780.050.421.622.021.94d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.190.110.110.110.500.50k, delay calibration

20.7324.0216.8339.4919.8919.78d1, Uniform Delay [s]
883356880177685646c, Capacity [veh/h]
1843953183674415391439s, saturation flow rate [veh/h]

0.380.020.230.100.190.18(v / s)_i Volume / Saturation Flow Rate

0.480.480.480.480.410.41g / C, Green / Cycle
464646463939g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 21.71 21.71 21.71 21.91 21.91 21.91 41.11 17.26 17.26 24.07 23.51 23.51 Movement LOS C C C C C C D B B C C C
d_A, Approach Delay [s/veh] 21.71 21.91 20.79 23.52
Approach LOS C C C C
d_I, Intersection Delay [s/veh] 22.21
Intersection LOS C
Intersection V/C 0.689
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
33Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.133Volume to Capacity (v/c):

ALevel Of Service:

7.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 14115 817444562311578Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14115 817444562311578Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.70Intersection Delay [s/veh]
AAAAApproach LOS

7.377.927.647.69Approach Delay [s/veh]

2.917.6611.468.0995th-Percentile Queue Length [ft]

0.120.310.460.3295th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.040.090.130.10Degree of Utilization, x
856806894850Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.141Volume to Capacity (v/c):

ALevel Of Service:

7.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 26102 52427191128912Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 26102 52427191128912Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.61Intersection Delay [s/veh]
AAAAApproach LOS

7.077.657.307.80Approach Delay [s/veh]

3.475.801.0812.2395th-Percentile Queue Length [ft]

0.140.230.040.4995th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.040.070.010.14Degree of Utilization, x
925835849874Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.033Volume to Capacity (v/c):

ELevel Of Service:

35.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
3040Pedestrian Volume [ped/h]
84513765459346471469755Total Analysis Volume [veh/h]
21131911128612417414Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 77512705418318431364151Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 77512705418318431364151Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1 I,-. 11,-. + +
EIntersection LOS

3.89d_I, Intersection Delay [s/veh]
CCAAApproach LOS

17.3422.031.090.58d_A, Approach Delay [s/veh]

25.5725.5725.5742.3542.3542.350.000.004.230.000.003.6095th-Percentile Queue Length [ft/ln]

1.021.021.021.691.691.690.000.000.170.000.000.1495th-Percentile Queue Length [veh/ln] BDDCED AAA AAAMovement LOS

13.9032.0133.9715.6235.2231.400.000.009.320.000.008.14d_M, Delay for Movement [s/veh]

0.130.030.090.090.030.250.000.000.050.000.010.05V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
Scenario 4: 4 Existing AM - Road Diet
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

Baseline – Roadway Reconfiguration PM

,QWHUVHFWLRQ$QDO\VLV6XPPDU\
6/10/2021Report File: \...\Existing LOS PM - Road Diet.pdf Scenario 4 Existing PM - Road DietVistro File: \...\Pruneridge Avenue PM.vistro Pruneridge
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

F98.60.244EB LeftHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A7.70.129SB ThruHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A8.70.298SB ThruHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C24.40.802WB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
D44.50.778SB LeftHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
D47.20.902EB LeftHCM 2010SignalizedKiely Boulevard and
Homestead Road120
E35.10.227NB LeftHCM 2010Two-way stopWoodhams Road and
Homestead Road119
D53.20.643EB LeftHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
B10.10.400SB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
D36.11.016EB RightHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
B17.80.687WB LeftHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A8.10.141NB ThruHCM 2010All-way stopWoodhams Road and Forbes Avenue114
B11.50.463SB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
/26'HOD\
VYHK
9&:RUVW0YPW0HWKRG&RQWURO7\SH,QWHUVHFWLRQ1DPH,'
1Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.463Volume to Capacity (v/c):

BLevel Of Service:

11.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
3RPHUR\$YHQXHDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1511519Pedestrian Volume [ped/h]
5913321123282928778482505Total Analysis Volume [veh/h]
1538 367 7722012631Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5412291021262726472442305Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5412291021262726472442305Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
BIntersection LOS

11.49Intersection Delay [s/veh]
AABBApproach LOS

9.489.4511.8512.15Approach Delay [s/veh]

13.938.3061.4510.8156.690.6395th-Percentile Queue Length [ft]

0.560.332.460.432.270.0395th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.160.100.460.130.440.01Degree of Utilization, x
660620682616674605Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
3Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
I I
I I

0.141Volume to Capacity (v/c):

ALevel Of Service:

8.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 550142261920825157217Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 550142261920825157217Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.08Intersection Delay [s/veh]
AAAAApproach LOS

8.058.048.088.13Approach Delay [s/veh]

7.7610.4612.2111.9095th-Percentile Queue Length [ft]

0.310.420.490.4895th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.090.120.140.14Degree of Utilization, x
787814825815Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
5Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.687Volume to Capacity (v/c):

BLevel Of Service:

17.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
3206Bicycle Volume [bicycles/h]
910112Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3375873398463787220910066815Total Analysis Volume [veh/h] 8192282411921852251674Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 306980309042348021929261514Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 306980309042348021929261514Base Volume Input [veh/h]
Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
217.78191.82423.00292.12179.59194.0495th-Percentile Queue Length [ft/ln]

8.717.6716.9211.687.187.7695th-Percentile Queue Length [veh/ln] 125.80107.00284.65181.6199.77108.5950th-Percentile Queue Length [ft/ln]

5.034.2811.397.263.994.3450th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoCritical Lane Group
DDBCAALane Group LOS

38.6836.1115.0421.419.459.18d, Delay for Lane Group [s/veh]

0.490.400.670.620.350.34X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.970.573.224.820.900.74d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.500.500.500.50k, delay calibration

37.7135.5411.8316.588.548.43d1, Uniform Delay [s]
396447111459710631227c, Capacity [veh/h]
13611581168082616031801s, saturation flow rate [veh/h]

0.140.110.440.450.230.23(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303077777777g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
/DQH*URXS&DOFXODWLRQV
8Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 9.18 9.28 9.45 21.41 16.23 15.04 36.11 36.11 36.11 38.68 38.68 38.68 Movement LOS A A A C B B D D D D D D
d_A, Approach Delay [s/veh] 9.30 17.15 36.11 38.68
Approach LOS A B D D
d_I, Intersection Delay [s/veh] 17.77
Intersection LOS B
Intersection V/C 0.687
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
9Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

1.016Volume to Capacity (v/c):

DLevel Of Service:

36.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00112.110.000.000.000.000.00Exit Pocket Length [ft] 000 000 200 000No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0205Bicycle Volume [bicycles/h]
0156Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
28621329514110511024342457145460Total Analysis Volume [veh/h] 71537435262760861436415Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2657122711309710122392252133855Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00000.82001.00001.00001.00001.0000Base Volume Adjustment Factor 2657122711309710127312252133855Base Volume Input [veh/h] Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
10Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1lllr 1llr ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3131313131311451451014914914Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

3.63.63.63.63.63.64.84.83.64.84.83.6Amber [s]
2626262626261331331213213211Maximum Green [s]
24242424242413913951431439Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
62Auxiliary Signal Groups
888 444661 225Signal Group
PermissPermissPermissPermissPermissPermissOverlapPermissProtecteOverlapPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
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0.0Offset [s]
Fully actuatedActuation Type
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190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
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11Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

52.81145.22861.76642.586.04165.9762.994.6435.34143.2695th-Percentile Queue Length [ft/ln]

2.115.8134.4725.700.246.642.520.191.415.7395th-Percentile Queue Length [veh/ln]

29.3480.68558.46427.913.3692.2134.992.5819.6479.5950th-Percentile Queue Length [ft/ln]

1.173.2322.3417.120.133.691.400.100.793.1850th-Percentile Queue Length [veh/ln] NoNoYesNoNoYesNoNoNoYesCritical Lane Group
EEFFAAF AAFLane Group LOS

69.0571.34290.61200.430.618.24115.030.841.09100.75d, Delay for Lane Group [s/veh]

0.130.351.411.180.090.930.700.050.380.74X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.271.271.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.281.00212.56119.490.167.5523.020.080.2812.62d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.500.500.500.500.110.500.500.11k, delay calibration

68.7770.3478.0580.940.450.6992.010.760.8188.14d1, Uniform Delay [s] 21221220820811662612341181387181c, Capacity [veh/h]
1583141815591356158335471774154850741774s, saturation flow rate [veh/h]

0.020.050.190.180.070.690.010.040.290.03(v / s)_i Volume / Saturation Flow Rate

0.130.130.130.130.740.740.020.760.760.05g / C, Green / Cycle 2525252514014041451459g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 190190190190190190190190190190C, Cycle Length [s]
RCRCRCL RCLLane Group
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12Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
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d_M, Delay for Movement [s/veh] 100.75 1.09 0.84 115.03 8.24 0.61 200.43 200.43 290.61 71.34 71.34 69.05 Movement LOS F A A F A A F F F E E E
d_A, Approach Delay [s/veh] 4.88 8.91 249.61 70.72
Approach LOS A A F E
d_I, Intersection Delay [s/veh] 36.15
Intersection LOS D
Intersection V/C 1.016
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13Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
--
--
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--
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0.400Volume to Capacity (v/c):

BLevel Of Service:

10.1Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 12237823123292495 913073Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12237823123292495 913073Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
14Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
BIntersection LOS

10.11Intersection Delay [s/veh]
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8.729.2410.7710.05Approach Delay [s/veh]

5.4719.0648.4633.1695th-Percentile Queue Length [ft]

0.220.761.941.3395th-Percentile Queue Length [veh]
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15Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.643Volume to Capacity (v/c):

DLevel Of Service:

53.2Delay (sec / veh):
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SignalizedControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
,QWHUVHFWLRQ6HWXS
2740Bicycle Volume [bicycles/h]
13835Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
147826637911651171182351076521258Total Analysis Volume [veh/h] 37207162029129305927165314Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 13576058731072108109216986019553Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 13576058731072108109216986019553Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
16Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
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1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 434315444416363619323215Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
17Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
483.07498.9888.59742.41741.52187.52119.05236.36139.7266.78226.8477.7795th-Percentile Queue Length [ft/ln]

19.3219.963.5429.7029.667.504.769.455.592.679.073.1195th-Percentile Queue Length [veh/ln] 333.36346.3749.21550.08549.33104.1866.14139.5177.6237.10132.4643.2150th-Percentile Queue Length [ft/ln]

13.3313.851.9722.0021.974.172.655.583.101.485.301.7350th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDD EEE CDDCDDLane Group LOS

44.7743.6054.7969.1466.5970.8932.1435.1049.8133.5438.5650.89d, Delay for Lane Group [s/veh]

0.810.800.400.990.980.710.270.450.450.170.460.33X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

11.4310.377.4433.3030.9022.491.522.735.990.953.324.85d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

33.3433.2247.3435.8435.6848.4030.6332.3743.8332.5935.2446.04d1, Uniform Delay [s] 586624157623641165437527239384459177c, Capacity [veh/h] 174918631774181218631774154618631774155818631774s, saturation flow rate [veh/h]

0.270.270.040.340.340.070.080.130.060.040.110.03(v / s)_i Volume / Saturation Flow Rate

0.330.330.090.340.340.090.280.280.130.250.250.10g / C, Green / Cycle 373710383810313115272711g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
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18Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
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d_M, Delay for Movement [s/veh] 50.89 38.56 33.54 49.81 35.10 32.14 70.89 67.77 69.14 54.79 44.06 44.77 Movement LOS D D C D D C E E E D D D
d_A, Approach Delay [s/veh] 39.72 37.76 68.11 44.81
Approach LOS D D E D
d_I, Intersection Delay [s/veh] 53.20
Intersection LOS D
Intersection V/C 0.643
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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19Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

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0.227Volume to Capacity (v/c):

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NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
9409587119910535Total Analysis Volume [veh/h]
2352422300269Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
865878011039732Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 865878011039732Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1r I~ 111
EIntersection LOS

1.72d_I, Intersection Delay [s/veh]
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1.220.0021.29d_A, Approach Delay [s/veh]

0.0016.140.000.0024.9920.8695th-Percentile Queue Length [ft/ln]

0.000.650.000.001.000.8395th-Percentile Queue Length [veh/ln] ABAACEMovement LOS

0.0013.240.000.0016.7035.08d_M, Delay for Movement [s/veh]

0.010.180.000.010.250.23V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
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YesTwo-Stage Gap Acceptance
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21Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.902Volume to Capacity (v/c):

DLevel Of Service:

47.2Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
166616138279801191195801160100430148Total Analysis Volume [veh/h] 4215435702004849200402510837Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 15356712725773717617973714792396136Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15356712725773717617973714792396136Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoYesNoYesNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 404022404022373721373721Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929431311231314Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

41.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
371.72390.43192.10589.46605.72259.85482.04503.67217.5581.79179.51199.2095th-Percentile Queue Length [ft/ln]

14.8715.627.6823.5824.2310.3919.2820.158.703.277.187.9795th-Percentile Queue Length [veh/ln] 243.71258.58107.20421.17434.74157.08332.51350.21125.6445.4499.73112.3050th-Percentile Queue Length [ft/ln]

9.7510.344.2916.8517.396.2813.3014.015.031.823.994.4950th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
DDE EDE DDE CCELane Group LOS

40.3239.3259.8858.0052.9265.1546.3945.1962.3625.1426.6758.96d, Delay for Lane Group [s/veh]

0.740.730.830.940.920.870.860.860.850.200.380.83X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

9.208.2810.0426.3721.6317.6015.7214.5613.450.910.999.66d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.500.210.500.500.150.500.500.11k, delay calibration

31.1231.0449.8431.6331.2947.5530.6730.6248.9124.2325.6849.31d1, Uniform Delay [s] 5105541665506102195606011884971124178c, Capacity [veh/h] 171418631774167918631774173618631774156835471774s, saturation flow rate [veh/h]

0.220.220.080.310.300.110.280.280.090.060.120.08(v / s)_i Volume / Saturation Flow Rate

0.300.300.090.330.330.120.320.320.110.320.320.10g / C, Green / Cycle 353511383814373712373712g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
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24Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 58.96 26.67 25.14 62.36 45.62 46.39 65.15 54.43 58.00 59.88 39.66 40.32 Movement LOS E C C E D D E D E E D D
d_A, Approach Delay [s/veh] 33.50 48.07 56.83 42.82
Approach LOS C D E D
d_I, Intersection Delay [s/veh] 47.18
Intersection LOS D
Intersection V/C 0.902
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
25Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.778Volume to Capacity (v/c):

DLevel Of Service:

44.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
3096Bicycle Volume [bicycles/h]
1066Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
035773114641249172212210245871164Total Analysis Volume [veh/h] 08918291606243531261121841Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 035773114641249172212210245871164Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00000.82001.00001.00000.74001.0000Base Volume Adjustment Factor 363577317564124947225881021071177164Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
11lllr 1lllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.13.83.83.23.83.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 03502525025250Pedestrian Clearance [s]
080 080 660 660Walk [s]

0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 045260452694941810110125Split [s]

0.01.91.60.01.91.51.01.01.61.01.01.5All red [s]

0.03.73.60.03.73.64.84.83.64.84.83.6Amber [s]
0303003030484830303030Maximum Green [s]
0301204019888812909019Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083225661Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
300.93300.9378.07674.31701.03248.65132.46716.67228.2828.02192.18165.7195th-Percentile Queue Length [ft/ln]

12.0412.043.1226.9728.049.955.3028.679.131.127.696.6395th-Percentile Queue Length [veh/ln] 188.38188.3843.37492.36514.95148.6773.59528.21133.5315.57107.2692.0650th-Percentile Queue Length [ft/ln]

7.547.541.7319.6920.605.952.9421.135.340.624.293.6850th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesNoNoNoYesCritical Lane Group
EEF FFF BCF BBELane Group LOS

65.6065.6084.3389.5288.0682.5417.6828.92101.4613.0714.7878.64d, Delay for Lane Group [s/veh]

0.520.520.340.940.940.720.220.830.860.050.320.47X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.221.220.9323.8522.442.840.653.4015.890.120.311.01d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.310.310.110.500.500.110.500.500.11k, delay calibration

64.3864.3883.3965.6765.6179.7017.0325.5385.5712.9514.4677.62d1, Uniform Delay [s] 34334321439041334678125451198342711345c, Capacity [veh/h] 186318633445176118633445155850741774156050743445s, saturation flow rate [veh/h]

0.100.100.020.210.210.070.110.420.060.030.170.05(v / s)_i Volume / Saturation Flow Rate

0.180.180.060.220.220.100.500.500.070.530.530.10g / C, Green / Cycle 35351242421995951310110119g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 190190190190190190190190190190190190C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 78.64 14.78 13.07 101.46 28.92 17.68 82.54 88.63 89.52 84.33 65.60 65.60 Movement LOS E B B F C B F F F F E E
d_A, Approach Delay [s/veh] 24.40 31.20 87.22 68.78
Approach LOS C C F E
d_I, Intersection Delay [s/veh] 44.45
Intersection LOS D
Intersection V/C 0.778
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
29Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.802Volume to Capacity (v/c):

CLevel Of Service:

24.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
/RV3DGUHV%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
8504Bicycle Volume [bicycles/h]
10987Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
344953730749120112226703311818Total Analysis Volume [veh/h] 81249 8187302857178305Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 314553428689110103208643010917Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 314553428689110103208643010917Base Volume Input [veh/h] Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 616161616161343434343434Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
323.6939.53567.34109.81302.96115.8795th-Percentile Queue Length [ft/ln]

12.951.5822.694.3912.124.6395th-Percentile Queue Length [veh/ln] 206.0021.96402.7761.00189.9564.3750th-Percentile Queue Length [ft/ln]

8.240.8816.112.447.602.5750th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoCritical Lane Group
BDCCCBLane Group LOS

18.1642.8727.4031.4525.0919.22d, Delay for Lane Group [s/veh]

0.590.270.870.400.570.23X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.631.065.810.883.210.73d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.250.110.500.50k, delay calibration

17.5341.8121.5830.5721.8818.49d1, Uniform Delay [s]
895136900298721735c, Capacity [veh/h]
1837690184887116641707s, saturation flow rate [veh/h]

0.290.050.420.140.250.10(v / s)_i Volume / Saturation Flow Rate

0.490.490.490.490.410.41g / C, Green / Cycle
464646463939g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 19.22 19.22 19.22 25.09 25.09 25.09 31.45 27.40 27.40 42.87 18.16 18.16 Movement LOS B B B C C C C C C D B B
d_A, Approach Delay [s/veh] 19.22 25.09 27.94 19.77
Approach LOS B C C B
d_I, Intersection Delay [s/veh] 24.38
Intersection LOS C
Intersection V/C 0.802
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
33Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.298Volume to Capacity (v/c):

ALevel Of Service:

8.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1815316285981133195737Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1815316285981133195737Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.67Intersection Delay [s/veh]
AAAAApproach LOS

7.818.619.018.17Approach Delay [s/veh]

3.9012.9031.319.8695th-Percentile Queue Length [ft]

0.160.521.250.3995th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.050.150.300.12Degree of Utilization, x
788753853789Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.129Volume to Capacity (v/c):

ALevel Of Service:

7.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21191010112218463714665Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21191010112218463714665Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.72Intersection Delay [s/veh]
AAAAApproach LOS

7.527.677.857.70Approach Delay [s/veh]

5.164.5711.078.9795th-Percentile Queue Length [ft]

0.210.180.440.3695th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.060.060.130.11Degree of Utilization, x
852817852859Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.244Volume to Capacity (v/c):

FLevel Of Service:

98.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
5080Pedestrian Volume [ped/h]
8010546311658521363462054Total Analysis Volume [veh/h]
202111131621334815514Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 749542310607841253157050Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 749542310607841253157050Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1 I,-. 11,-. + +
FIntersection LOS

3.74d_I, Intersection Delay [s/veh]
DEAAApproach LOS

29.3641.911.240.78d_A, Approach Delay [s/veh]

44.5244.5244.5241.3041.3041.300.000.0012.930.000.005.8995th-Percentile Queue Length [ft/ln]

1.781.781.781.651.651.650.000.000.520.000.000.2495th-Percentile Queue Length [veh/ln] CFF DFF AAA AABMovement LOS

19.9785.2267.9225.3588.0298.590.000.009.590.000.0010.25d_M, Delay for Movement [s/veh]

0.120.200.070.080.060.240.000.010.150.000.010.07V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
Vistro File: \...\Pruneridge Avenue PM.vistro
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

2030 AM

,QWHUVHFWLRQ$QDO\VLV6XPPDU\
6/10/2021Report File: \...\2030 LOS AM.pdf
Scenario 2 2030 AMVistro File: \...\Pruneridge Avenue AM.vistro Pruneridge Avenue Complete Streets
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

F58.00.024EB ThruHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A7.80.118EB LeftHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A8.00.183EB LeftHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C24.40.546EB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
E61.70.873WB RightHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
E56.90.845WB LeftHCM 2010SignalizedKiely Boulevard and
Homestead Road120
F78.30.806NB LeftHCM 2010Two-way stopWoodhams Road and
Homestead Road119
E68.90.911SB LeftHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
A9.70.335NB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
E69.81.242EB ThruHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
C20.40.676WB ThruHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A8.70.257NB LeftHCM 2010All-way stopWoodhams Road and Forbes Avenue114
C16.40.652NB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
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1Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.652Volume to Capacity (v/c):

CLevel Of Service:

16.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1403Pedestrian Volume [ped/h]
141545521366424299674132822Total Analysis Volume [veh/h] 35141459166751710825Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 130505119335922275623830220Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 130505119335922275623830220Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
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16.36Intersection Delay [s/veh]
BBCCApproach LOS

13.6811.8316.2119.61Approach Delay [s/veh]

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3Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
I I
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0.257Volume to Capacity (v/c):

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8.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5651950441366451168105Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5651950441366451168105Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.68Intersection Delay [s/veh]
AAAAApproach LOS

8.488.258.219.22Approach Delay [s/veh]

11.0112.608.8625.5995th-Percentile Queue Length [ft]

0.440.500.351.0295th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

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5Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.676Volume to Capacity (v/c):

CLevel Of Service:

20.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
1111Bicycle Volume [bicycles/h]
2333Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7814770122101401083794070857152Total Analysis Volume [veh/h] 2037173025102795101721438Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 72135641129337993493764788140Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 72135641129337993493764788140Base Volume Input [veh/h]
Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
349.14285.41137.4799.41315.46287.6595th-Percentile Queue Length [ft/ln]

13.9711.425.503.9812.6211.5195th-Percentile Queue Length [veh/ln] 225.90176.4876.3755.23199.61178.1950th-Percentile Queue Length [ft/ln]

9.047.063.052.217.987.1350th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
DDAABBLane Group LOS

49.3640.858.829.3812.3814.09d, Delay for Lane Group [s/veh]

0.760.620.290.280.550.53X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

8.522.840.690.851.992.19d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.320.200.500.500.500.50k, delay calibration

40.8438.018.138.5310.3811.90d1, Uniform Delay [s]
38942110468161097903c, Capacity [veh/h]
135414881579117616561301s, saturation flow rate [veh/h]

0.220.180.190.190.370.36(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303077777777g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
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8Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 14.09 13.02 12.38 9.38 9.10 8.82 40.85 40.85 40.85 49.36 49.36 49.36 Movement LOS B B B A A A D D D D D D
d_A, Approach Delay [s/veh] 13.13 9.06 40.85 49.36
Approach LOS B A D D
d_I, Intersection Delay [s/veh] 20.45
Intersection LOS C
Intersection V/C 0.676
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
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9Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

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1.242Volume to Capacity (v/c):

ELevel Of Service:

69.8Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00175.000.000.00125.000.000.00Exit Pocket Length [ft] 000 000 100 100No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0220Bicycle Volume [bicycles/h]
0036Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1231866283887512412621130307642Total Analysis Volume [veh/h] 314615212219313153 876911Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1131715776816911411611028283039Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 1131715776816911411611028332939Base Volume Input [veh/h] Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
10Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr 111l r ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.06.06.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3232323232321391391713813816Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
11Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
229.90665.56158.04501.2311.8735.4524.820.951076.4992.0095th-Percentile Queue Length [ft/ln]

9.2026.626.3220.050.471.420.990.0443.063.6895th-Percentile Queue Length [veh/ln] 134.72437.0987.80308.316.6019.6913.790.53729.6051.1150th-Percentile Queue Length [ft/ln]

5.3917.483.5112.330.260.790.550.0229.182.0450th-Percentile Queue Length [veh/ln] NoNoNoYesNoNoYesNoYesNoCritical Lane Group
EFEFAAF AFFLane Group LOS

72.63215.9769.78258.111.221.3290.050.2179.2187.83d, Delay for Lane Group [s/veh]

0.551.230.381.300.110.340.220.031.160.45X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.11138.981.07180.220.200.262.130.0478.563.42d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.500.110.500.500.500.110.500.500.11k, delay calibration

70.5276.9968.7177.891.021.0687.920.170.6584.40d1, Uniform Delay [s] 22320222012611183658511179264293c, Capacity [veh/h]
158312581559691155050741774158335471774s, saturation flow rate [veh/h]

0.080.200.050.240.080.250.010.020.870.02(v / s)_i Volume / Saturation Flow Rate

0.140.140.140.140.720.720.030.750.750.05g / C, Green / Cycle 26262626135135513913910g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 187187187187187187187187187187C, Cycle Length [s]
RCRCRCL RCLLane Group
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12Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
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d_M, Delay for Movement [s/veh] 87.83 79.21 0.21 90.05 1.32 1.22 258.11 258.11 69.78 215.97 215.97 72.63 Movement LOS F F A F A A F F E F F E
d_A, Approach Delay [s/veh] 78.58 2.01 194.56 168.45
Approach LOS E A F F
d_I, Intersection Delay [s/veh] 69.84
Intersection LOS E
Intersection V/C 1.242
- - - - - - - - - - - - - - -- Ring 4
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13Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

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ALevel Of Service:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 11431913028353011416911996Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11431913028353011416911996Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
14Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

9.75Intersection Delay [s/veh]
AAABApproach LOS

8.949.529.4210.44Approach Delay [s/veh]

9.8627.9923.0136.8895th-Percentile Queue Length [ft]

0.391.120.921.4895th-Percentile Queue Length [veh]
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15Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.911Volume to Capacity (v/c):

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68.9Delay (sec / veh):
15 minutesAnalysis Period:

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0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
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0311Bicycle Volume [bicycles/h]
4230Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
24713417661105213620525417559296128Total Analysis Volume [veh/h] 62335191526334516444157432Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2271234705696812518923416154272118Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2271234705696812518923416154272118Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
16Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 515113525214333314313112Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

87.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
17Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1069.681031.37122.01481.81487.13274.14225.64266.12357.9061.27323.44260.5995th-Percentile Queue Length [ft/ln]

42.7941.254.8819.2719.4910.979.0310.6414.322.4512.9410.4295th-Percentile Queue Length [veh/ln] 775.02760.0967.78332.33336.67167.53131.58161.81222.5034.04205.81157.6450th-Percentile Queue Length [ft/ln]

31.0030.402.7113.2913.476.705.266.478.901.368.236.3150th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFE CCF DDF CDFLane Group LOS

94.6583.4068.4833.0132.74129.4739.7939.54153.3734.1745.88128.08d, Delay for Lane Group [s/veh]

1.091.060.600.730.731.010.510.531.110.160.670.99X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

62.0250.7819.016.085.8678.704.704.25103.300.937.8677.15d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

32.6232.6249.4826.9326.8750.7735.0935.2950.0633.2438.0250.93d1, Uniform Delay [s] 716757127757774135398476158369442129c, Capacity [veh/h] 176218631774182218631774155918631774155518631774s, saturation flow rate [veh/h]

0.440.430.040.300.300.080.130.140.100.040.160.07(v / s)_i Volume / Saturation Flow Rate

0.410.410.070.420.420.080.250.250.090.240.240.07g / C, Green / Cycle 454584646828281026268g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
18Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 128.08 45.88 34.17 153.37 39.54 39.79 129.47 32.86 33.01 68.48 87.89 94.65 Movement LOS F D C F D D F C C E F F
d_A, Approach Delay [s/veh] 66.23 71.04 43.39 88.01
Approach LOS E E D F
d_I, Intersection Delay [s/veh] 68.90
Intersection LOS E
Intersection V/C 0.911
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
19Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. 'I I I
18s

0.806Volume to Capacity (v/c):

FLevel Of Service:

78.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ

:RRGKDPV5RDGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
12488411496871142Total Analysis Volume [veh/h]
31221292421836Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
11487710589165131Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11487710589165131Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1r I~ 111
FIntersection LOS

4.98d_I, Intersection Delay [s/veh]
AAFApproach LOS

0.730.0056.82d_A, Approach Delay [s/veh]

0.0011.340.000.0012.87136.7195th-Percentile Queue Length [ft/ln]

0.000.450.000.000.515.4795th-Percentile Queue Length [veh/ln] ABAABFMovement LOS

0.0011.520.000.0013.7878.34d_M, Delay for Movement [s/veh]

0.010.130.000.010.150.81V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
,QWHUVHFWLRQ6HWWLQJV
21Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.845Volume to Capacity (v/c):

ELevel Of Service:

56.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
21198512115274815923632784138729197Total Analysis Volume [veh/h] 532463038187405982213518249Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 19490611114068814621730177127671181Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19490611114068814621730177127671181Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesNoYesNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 424212464616393919393919Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

62.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
812.93827.93218.63434.21452.30240.12276.33303.11107.79135.29347.35271.0095th-Percentile Queue Length [ft/ln]

32.5233.128.7517.3718.099.6011.0512.124.315.4113.8910.8495th-Percentile Queue Length [veh/ln] 589.82608.61126.43293.68308.32142.30169.55190.0659.8875.16224.49165.5150th-Percentile Queue Length [ft/ln]

23.5924.345.0611.7512.335.696.787.602.403.018.986.6250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
FFF DDE DDDCDELane Group LOS

90.1484.5598.5539.0638.3873.1839.1838.2751.8430.3135.9566.95d, Delay for Lane Group [s/veh]

1.051.030.990.710.700.870.560.550.490.270.630.88X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

50.6945.0944.556.766.1621.904.673.882.161.312.6517.18d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.160.500.500.230.500.500.110.500.500.20k, delay calibration

39.4539.4554.0032.3132.2151.2834.5134.3949.6829.0033.3049.77d1, Uniform Delay [s] 5565961226166591824735491715091151225c, Capacity [veh/h] 173918631774174118631774160418631774156935471774s, saturation flow rate [veh/h]

0.330.330.070.250.250.090.160.160.050.090.210.11(v / s)_i Volume / Saturation Flow Rate

0.320.320.070.350.350.100.290.290.100.320.320.13g / C, Green / Cycle 37378414112343411383815g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
24Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 66.95 35.95 30.31 51.84 38.34 39.18 73.18 38.64 39.06 98.55 86.65 90.14 Movement LOS E D C D D D E D D F F F
d_A, Approach Delay [s/veh] 40.96 40.40 43.89 88.30
Approach LOS D D D F
d_I, Intersection Delay [s/veh] 56.89
Intersection LOS E
Intersection V/C 0.845
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
25Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I T I I I T T I

I I I I I I I I
-
-

0.873Volume to Capacity (v/c):

ELevel Of Service:

61.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
1220Bicycle Volume [bicycles/h]
2093Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
67564937645434619810663302944215Total Analysis Volume [veh/h] 17141231911487502678 073654Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 67564937645434619810663302944215Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 15756493137454346498106633573463215Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
11lllr 1llllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.10.03.83.20.03.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 0250 0250Pedestrian Clearance [s]
080 080 060 060Walk [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0432604326010021010021Split [s]

0.01.91.60.01.91.50.01.01.60.01.01.5All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
570.22581.01100.54385.84401.27335.68151.97198.5972.110.001428.45219.6595th-Percentile Queue Length [ft/ln]

22.8123.244.0215.4316.0513.436.087.942.880.0057.148.7995th-Percentile Queue Length [veh/ln] 405.16414.1455.85254.92267.22215.3584.43111.8640.060.001072.61127.1750th-Percentile Queue Length [ft/ln]

16.2116.572.2310.2010.698.613.384.471.600.0042.905.0950th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFF EEF BBF AFFLane Group LOS

89.4487.3186.5356.1555.9687.8117.7817.7389.160.0069.9086.36d, Delay for Lane Group [s/veh]

0.900.890.500.590.590.910.250.310.420.001.080.77X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

21.6719.682.131.551.428.920.770.243.540.0043.394.60d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.330.330.110.130.130.110.500.500.110.500.500.11k, delay calibration

67.7767.6384.4054.6054.5478.9017.0017.4985.620.0026.5181.76d1, Uniform Delay [s] 3433591844374633787843393798512726278c, Capacity [veh/h] 178218633445176118633445156367651774158350743445s, saturation flow rate [veh/h]

0.170.170.030.150.150.100.130.160.020.000.580.06(v / s)_i Volume / Saturation Flow Rate

0.190.190.050.250.250.110.500.500.040.540.540.08g / C, Green / Cycle 3636104747219494810010015g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 187187187187187187187187187187187187C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 86.36 69.90 0.00 89.16 17.73 17.78 87.81 56.04 56.15 86.53 88.23 89.44 Movement LOS F F A F B B F E E F F F
d_A, Approach Delay [s/veh] 71.02 19.55 68.60 88.12
Approach LOS E B E F
d_I, Intersection Delay [s/veh] 61.69
Intersection LOS E
Intersection V/C 0.873
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
29Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. I I I
106 31s

0.546Volume to Capacity (v/c):

CLevel Of Service:

24.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
4000Bicycle Volume [bicycles/h]
2562Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
21560810453364554342613668Total Analysis Volume [veh/h] 51402 2113911148 73417Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 195157 9417334150312412563Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 195157 9417334150312412563Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 626262626262333333333333Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
447.457.28338.4338.1969.58127.4795th-Percentile Queue Length [ft/ln]

17.900.2913.541.532.785.1095th-Percentile Queue Length [veh/ln] 304.394.05217.5021.2238.6570.8250th-Percentile Queue Length [ft/ln]

12.180.168.700.851.552.8350th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesCritical Lane Group
CCCDBBLane Group LOS

29.4033.9725.5242.7712.4613.46d, Delay for Lane Group [s/veh]

0.830.040.660.250.150.26X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.630.071.060.900.380.69d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.500.50k, delay calibration

26.7633.9124.4541.8612.0812.77d1, Uniform Delay [s]
700223702144864897c, Capacity [veh/h]
1848925185683015851645s, saturation flow rate [veh/h]

0.310.010.250.040.080.14(v / s)_i Volume / Saturation Flow Rate

0.380.380.380.380.520.52g / C, Green / Cycle
363636364949g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 13.46 13.46 13.46 12.46 12.46 12.46 42.77 25.52 25.52 33.97 29.40 29.40 Movement LOS B B B B B B D C C C C C
d_A, Approach Delay [s/veh] 13.46 12.46 26.76 29.46
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 24.44
Intersection LOS C
Intersection V/C 0.546
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
33Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.183Volume to Capacity (v/c):

ALevel Of Service:

8.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 27111111235768681115578Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27111111235768681115578Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.01Intersection Delay [s/veh]
AAAAApproach LOS

7.618.268.057.89Approach Delay [s/veh]

5.0810.7916.738.8395th-Percentile Queue Length [ft]

0.200.430.670.3595th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.060.130.180.11Degree of Utilization, x
834784873823Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.118Volume to Capacity (v/c):

ALevel Of Service:

7.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 351515725432247316669Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 351515725432247316669Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.75Intersection Delay [s/veh]
AAAAApproach LOS

7.517.977.637.85Approach Delay [s/veh]

6.568.457.519.9695th-Percentile Queue Length [ft]

0.260.340.300.4095th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.080.100.090.12Degree of Utilization, x
868807855841Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.024Volume to Capacity (v/c):

FLevel Of Service:

58.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
3040Pedestrian Volume [ped/h]
1055325037713433492673447Total Analysis Volume [veh/h]
261813119310812718312Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 975294637112398452467543Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 975294637112398452467543Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1 I,-. 11,-. + +
FIntersection LOS

6.78d_I, Intersection Delay [s/veh]
DEAAApproach LOS

26.4446.630.940.49d_A, Approach Delay [s/veh]

58.0558.0558.0589.8489.8489.840.000.004.620.000.003.3195th-Percentile Queue Length [ft/ln]

2.322.322.323.593.593.590.000.000.180.000.000.1395th-Percentile Queue Length [veh/ln] CEE DFF AAA AAAMovement LOS

20.6442.9942.9034.0858.0054.330.000.009.530.000.008.38d_M, Delay for Movement [s/veh]

0.170.040.250.060.020.530.000.000.060.000.010.04V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
Scenario 2: 2 2030 AM
6/10/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

2030 PM

,QWHUVHFWLRQ$QDO\VLV6XPPDU\
6/10/2021Report File: \...\2030 LOS PM.pdf
Scenario 2 2030 PMVistro File: \...\Pruneridge Avenue PM.vistro Pruneridge
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

F173.30.247WB ThruHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A8.10.178SB ThruHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A8.60.267SB ThruHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C25.80.688WB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
E60.00.874EB LeftHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
F95.41.130SB RightHCM 2010SignalizedKiely Boulevard and Homestead Road120
F86.10.756NB LeftHCM 2010Two-way stopWoodhams Road and
Homestead Road119
E77.40.730EB RightHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
B10.60.394NB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
C33.71.102EB ThruHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
D40.91.780NB LeftHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A9.60.313NB ThruHCM 2010All-way stopWoodhams Road and Forbes Avenue114
B12.60.486NB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
/26'HOD\
VYHK
9&:RUVW0YPW0HWKRG&RQWURO7\SH,QWHUVHFWLRQ1DPH,'
1Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.486Volume to Capacity (v/c):

BLevel Of Service:

12.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
3RPHUR\$YHQXHDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1511519Pedestrian Volume [ped/h]
67793611433328278162462417Total Analysis Volume [veh/h] 17209 3118 7704011602Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 62733310403026256149422226Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 62733310403026256149422226Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
BIntersection LOS

12.61Intersection Delay [s/veh]
BBBBApproach LOS

11.2510.3512.9213.63Approach Delay [s/veh]

30.6713.2166.5228.9462.730.9695th-Percentile Queue Length [ft]

1.230.532.661.162.510.0495th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.290.150.490.280.470.01Degree of Utilization, x
618577630573610552Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
3Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
I I
I I

0.313Volume to Capacity (v/c):

ALevel Of Service:

9.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5631911667122211451713064Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5631911667122211451713064Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

9.59Intersection Delay [s/veh]
AAABApproach LOS

9.039.489.2410.16Approach Delay [s/veh]

11.7328.1919.6833.5295th-Percentile Queue Length [ft]

0.471.130.791.3495th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.140.280.210.31Degree of Utilization, x
691767730731Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
5Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

1.780Volume to Capacity (v/c):

DLevel Of Service:

40.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
3206Bicycle Volume [bicycles/h]
910112Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
291158815513541421005257138642137Total Analysis Volume [veh/h] 7292239341011251643516134Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 27106811431243839925236127591126Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27106811431243839925236127591126Base Volume Input [veh/h] Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
317.83364.56882.95364.05472.86293.1195th-Percentile Queue Length [ft/ln]

12.7114.5835.3214.5618.9111.7295th-Percentile Queue Length [veh/ln] 201.45238.04670.61237.64325.03177.0350th-Percentile Queue Length [ft/ln]

8.069.5226.829.5113.007.0850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesCritical Lane Group
EDCEBFLane Group LOS

59.9745.4634.0364.9617.03141.68d, Delay for Lane Group [s/veh]

0.810.730.940.860.721.03X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

17.585.8916.3025.544.2287.73d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.400.290.500.500.500.50k, delay calibration

42.3839.5617.7339.4212.8153.95d1, Uniform Delay [s]
28745311113001078132c, Capacity [veh/h]
934159916833611634107s, saturation flow rate [veh/h]

0.250.210.620.710.481.29(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303076767676g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
/DQH*URXS&DOFXODWLRQV
8Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 141.68 17.03 17.03 64.96 34.03 34.03 45.46 45.46 45.46 59.97 59.97 59.97 Movement LOS F B B E C C D D D E E E
d_A, Approach Delay [s/veh] 35.66 40.13 45.46 59.97
Approach LOS D D D E
d_I, Intersection Delay [s/veh] 40.94
Intersection LOS D
Intersection V/C 1.780
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
9Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

1.102Volume to Capacity (v/c):

CLevel Of Service:

33.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00112.110.000.000.000.000.00Exit Pocket Length [ft] 000 000 200 000No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0205Bicycle Volume [bicycles/h]
0156Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
28114112301289210926742454186459Total Analysis Volume [veh/h] 72935832232766861446615Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 26105102121188510024602250171554Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00000.82001.00001.00001.00001.0000Base Volume Adjustment Factor 26105102121188510030002250171554Base Volume Input [veh/h] Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
10Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1lllr 1llr ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3131313131311451451014914914Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
11Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

52.81234.97565.83622.075.96375.9862.994.3946.96140.4595th-Percentile Queue Length [ft/ln]

2.119.4022.6324.880.2415.042.520.181.885.6295th-Percentile Queue Length [veh/ln]

29.34138.47381.06401.233.31241.7334.992.4426.0978.0350th-Percentile Queue Length [ft/ln]

1.175.5415.2416.050.139.671.400.101.043.1250th-Percentile Queue Length [veh/ln] NoNoNoYesNoYesNoNoNoYesCritical Lane Group
EEFFAFF AAFLane Group LOS

69.0574.02168.09236.720.6125.54115.030.841.26100.17d, Delay for Lane Group [s/veh]

0.130.511.101.260.091.020.700.050.480.73X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.271.271.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.281.6890.04154.760.1623.8523.020.070.4312.06d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.460.500.500.500.110.500.500.11k, delay calibration

68.7772.3478.0581.960.451.6992.010.760.8388.11d1, Uniform Delay [s] 21224320817511662613341181387180c, Capacity [veh/h]
1583166315591105158335471774154850741774s, saturation flow rate [veh/h]

0.020.080.150.200.070.750.010.030.370.03(v / s)_i Volume / Saturation Flow Rate

0.130.130.130.130.740.740.020.760.760.05g / C, Green / Cycle 2525252514014041451459g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 190190190190190190190190190190C, Cycle Length [s]
RCRCRCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
12Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 100.17 1.26 0.84 115.03 25.54 0.61 236.72 236.72 168.09 74.02 74.02 69.05 Movement LOS F A A F F A F F F E E E
d_A, Approach Delay [s/veh] 4.20 25.33 201.64 73.11
Approach LOS A C F E
d_I, Intersection Delay [s/veh] 33.66
Intersection LOS C
Intersection V/C 1.102
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 65 Ring 2
- - - - - - - - - - - - 4 - 21 Ring 1
6HTXHQFH
13Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
--
--
--
--
--
--
--
--
I II

0.394Volume to Capacity (v/c):

BLevel Of Service:

10.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
/RV3DGUHV%RXOHYDUGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1224987312117251310131121Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1224987312117251310131121Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
14Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
BIntersection LOS

10.58Intersection Delay [s/veh]
AABBApproach LOS

8.969.4910.9311.06Approach Delay [s/veh]

6.0720.3447.2346.5495th-Percentile Queue Length [ft]

0.240.811.891.8695th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.080.220.390.39Degree of Utilization, x
653706746730Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
15Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.730Volume to Capacity (v/c):

ELevel Of Service:

77.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
3RPHUR\$YHQXHDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
,QWHUVHFWLRQ6HWXS
2740Bicycle Volume [bicycles/h]
13835Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
15810116213012891171262801256622482Total Analysis Volume [veh/h] 39253153332229327031175620Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1459305712011861081162581156120675Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1459305712011861081162581156120675Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
16Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 434315444416363619323215Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
17Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
680.04689.8087.001068.461049.16187.52128.00280.43167.7767.86238.98114.7895th-Percentile Queue Length [ft/ln]

27.2027.593.4842.7441.977.505.1211.226.712.719.564.5995th-Percentile Queue Length [veh/ln] 497.20505.4448.33755.68749.35104.1871.11172.6893.2137.70141.4563.7750th-Percentile Queue Length [ft/ln]

19.8920.221.9330.2329.974.172.846.913.731.515.662.5550th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesNoNoNoYesCritical Lane Group
EED FFE CDDCDELane Group LOS

66.1362.7854.57117.28108.9870.8932.4637.1152.3033.5839.1855.12d, Delay for Lane Group [s/veh]

0.970.960.391.141.120.710.290.530.520.170.490.46X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

30.1326.987.2581.2172.9222.491.663.818.000.973.688.43d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

36.0035.8047.3236.0636.0648.4030.8033.2944.3132.6135.5046.69d1, Uniform Delay [s] 590624157616641165437527239384459177c, Capacity [veh/h] 176118631774179018631774154618631774155818631774s, saturation flow rate [veh/h]

0.320.320.030.390.380.070.080.150.070.040.120.05(v / s)_i Volume / Saturation Flow Rate

0.330.330.090.340.340.090.280.280.130.250.250.10g / C, Green / Cycle 373710383810313115272711g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
18Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 55.12 39.18 33.58 52.30 37.11 32.46 70.89 112.66 117.28 54.57 64.15 66.13 Movement LOS E D C D D C E F F D E E
d_A, Approach Delay [s/veh] 41.70 39.58 109.87 63.92
Approach LOS D D F E
d_I, Intersection Delay [s/veh] 77.38
Intersection LOS E
Intersection V/C 0.730
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
19Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.756Volume to Capacity (v/c):

FLevel Of Service:

86.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ

:RRGKDPV5RDGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
10071171581217127103Total Analysis Volume [veh/h]
25229393043226Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
926108145112011795Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 926108145112011795Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1r I~ 111
FIntersection LOS

4.75d_I, Intersection Delay [s/veh]
AAEApproach LOS

1.520.0048.96d_A, Approach Delay [s/veh]

0.0023.000.000.0035.34111.8695th-Percentile Queue Length [ft/ln]

0.000.920.000.001.414.4795th-Percentile Queue Length [veh/ln] ABAACFMovement LOS

0.0014.610.000.0018.8786.05d_M, Delay for Movement [s/veh]

0.010.240.000.010.330.76V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
,QWHUVHFWLRQ6HWWLQJV
21Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

1.130Volume to Capacity (v/c):

FLevel Of Service:

95.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
17167916527110211862241054191135492210Total Analysis Volume [veh/h] 4317041682554656264483412352Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 157625152249939171206970176124453193Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 157625152249939171206970176124453193Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoYesNoYesNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 404022404022373721373721Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929431311231314Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

41.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
415.60434.82223.551024.991012.46252.711099.931109.05260.21118.66212.60279.1595th-Percentile Queue Length [ft/ln]

16.6217.398.9441.0040.5010.1144.0044.3610.414.758.5011.1795th-Percentile Queue Length [veh/ln] 278.70294.18130.04709.94713.05151.71749.73763.50157.3565.92122.02171.7050th-Percentile Queue Length [ft/ln]

11.1511.775.2028.4028.526.0729.9930.546.292.644.886.8750th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
DDE FFE FFE CCELane Group LOS

43.3542.1261.21130.97116.3564.38157.21147.9467.2627.9929.4366.55d, Delay for Lane Group [s/veh]

0.790.790.851.181.140.871.231.210.870.290.460.89X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

11.7710.6312.5697.1282.5016.62121.57112.3019.661.541.4519.72d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.140.500.500.190.500.500.230.500.500.23k, delay calibration

31.5731.4948.6533.8533.8547.7635.6435.6447.6026.4527.9746.83d1, Uniform Delay [s] 5185601945355822145065392184691062237c, Capacity [veh/h] 172218631774171318631774175018631774156735471774s, saturation flow rate [veh/h]

0.240.240.090.370.360.100.360.350.110.090.140.12(v / s)_i Volume / Saturation Flow Rate

0.300.300.110.310.310.120.290.290.120.300.300.13g / C, Green / Cycle 353513363614333314353515g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
24Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 66.55 29.43 27.99 67.26 151.46 157.21 64.38 121.47 130.97 61.21 42.55 43.35 Movement LOS E C C E F F E F F E D D
d_A, Approach Delay [s/veh] 38.51 141.39 116.03 45.72
Approach LOS D F F D
d_I, Intersection Delay [s/veh] 95.40
Intersection LOS F
Intersection V/C 1.130
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
25Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.874Volume to Capacity (v/c):

ELevel Of Service:

60.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
3096Bicycle Volume [bicycles/h]
1066Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
0480711086884791632375100521166159Total Analysis Volume [veh/h] 0120182717212041594251329240Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 0480711086884791632375100521166159Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00000.82001.00001.00000.74001.0000Base Volume Adjustment Factor 374807116968847946328961001141576159Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
11lllr 1lllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.13.83.83.23.83.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 03502525025250Pedestrian Clearance [s]
080 080 660 660Walk [s]

0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 045260452694941810110125Split [s]

0.01.91.60.01.91.51.01.01.61.01.01.5All red [s]

0.03.73.60.03.73.64.84.83.64.84.83.6Amber [s]
0303003030484830303030Maximum Green [s]
0301204019888812909019Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083225661Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
407.28407.2875.89715.70734.61606.40130.30988.16224.8533.85260.57160.3895th-Percentile Queue Length [ft/ln]

16.2916.293.0428.6329.3824.265.2139.538.991.3510.426.4295th-Percentile Queue Length [veh/ln] 272.03272.0342.16527.39543.45392.0372.39761.83130.9918.81157.6289.1050th-Percentile Queue Length [ft/ln]

10.8810.881.6921.1021.7415.682.9030.475.240.756.303.5650th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
EEF FFF BDF BBELane Group LOS

70.8170.8184.2890.6088.31203.2018.6040.38101.5713.9116.8078.46d, Delay for Lane Group [s/veh]

0.700.700.330.950.941.260.210.950.860.060.440.46X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.903.900.9026.0523.89122.210.639.7815.860.150.520.96d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.160.160.110.340.330.110.500.500.110.500.500.11k, delay calibration

66.9166.9183.3764.5564.4180.9817.9730.6085.7113.7616.2777.51d1, Uniform Delay [s] 34234221441043138076624961178202668345c, Capacity [veh/h] 186318633445177218633445155850741774156050743445s, saturation flow rate [veh/h]

0.130.130.020.220.220.140.100.470.060.030.230.05(v / s)_i Volume / Saturation Flow Rate

0.180.180.060.230.230.110.490.490.070.530.530.10g / C, Green / Cycle 35351244442193931310010019g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 190190190190190190190190190190190190C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 78.46 16.80 13.91 101.57 40.38 18.60 203.20 89.24 90.60 84.28 70.81 70.81 Movement LOS E B B F D B F F F F E E
d_A, Approach Delay [s/veh] 23.81 41.35 132.17 72.55
Approach LOS C D F E
d_I, Intersection Delay [s/veh] 59.98
Intersection LOS E
Intersection V/C 0.874
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
29Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.688Volume to Capacity (v/c):

CLevel Of Service:

25.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
/RV3DGUHV%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
8504Bicycle Volume [bicycles/h]
10987Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
205011740618605131321146522Total Analysis Volume [veh/h] 51254101551513785 4165Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 184611637569554728819136020Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 184611637569554728819136020Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 616161616161343434343434Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
372.5218.18523.0758.93237.3455.0995th-Percentile Queue Length [ft/ln]

14.900.7320.922.369.492.2095th-Percentile Queue Length [veh/ln] 244.3410.10366.1632.74140.2330.6050th-Percentile Queue Length [ft/ln]

9.770.4014.651.315.611.2250th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoCritical Lane Group
CDCDBBLane Group LOS

24.8143.6232.2137.1617.0113.38d, Delay for Lane Group [s/veh]

0.700.140.890.280.420.13X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.210.535.830.731.390.34d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.170.110.500.50k, delay calibration

23.6043.1026.3836.4415.6213.04d1, Uniform Delay [s]
744121741211923786c, Capacity [veh/h]
1847773183987717981507s, saturation flow rate [veh/h]

0.280.020.360.070.210.07(v / s)_i Volume / Saturation Flow Rate

0.400.400.400.400.490.49g / C, Green / Cycle
383838384747g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 13.38 13.38 13.38 17.01 17.01 17.01 37.16 32.21 32.21 43.62 24.81 24.81 Movement LOS B B B B B B D C C D C C
d_A, Approach Delay [s/veh] 13.38 17.01 32.62 25.40
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 25.83
Intersection LOS C
Intersection V/C 0.688
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
33Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.267Volume to Capacity (v/c):

ALevel Of Service:

8.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 29177173064681112513757Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 29177173064681112513757Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.60Intersection Delay [s/veh]
AAAAApproach LOS

7.908.698.898.25Approach Delay [s/veh]

5.9014.2526.8811.3295th-Percentile Queue Length [ft]

0.240.571.080.4595th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.070.160.270.13Degree of Utilization, x
793753833790Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.178Volume to Capacity (v/c):

ALevel Of Service:

8.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21201413114143564019905Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21201413114143564019905Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.07Intersection Delay [s/veh]
AAAAApproach LOS

7.828.108.178.07Approach Delay [s/veh]

6.007.5116.1613.0295th-Percentile Queue Length [ft]

0.240.300.650.5295th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.070.090.180.15Degree of Utilization, x
808778846834Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

0.247Volume to Capacity (v/c):

FLevel Of Service:
173.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
5080Pedestrian Volume [ped/h]
79102749317659091504764561Total Analysis Volume [veh/h] 2027121416227381216115Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7392545316608361384359356Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7392545316608361384359356Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with
1 I,-. 11,-. + +
FIntersection LOS

10.30d_I, Intersection Delay [s/veh]
FFAAApproach LOS
111.4789.531.320.86d_A, Approach Delay [s/veh]
141.20141.20141.2083.1183.1183.110.000.0015.080.000.007.0995th-Percentile Queue Length [ft/ln]

5.655.655.653.323.323.320.000.000.600.000.000.2895th-Percentile Queue Length [veh/ln] FFF FFF AAA AABMovement LOS

90.01173.30151.3961.98142.97159.530.000.009.860.000.0010.60d_M, Delay for Movement [s/veh]

0.130.250.500.090.070.490.000.010.170.000.010.09V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
Scenario 2: 2 2030 PM
6/10/2021Pruneridge
Version 2021 (SP 0-4)
Generated with

2030 – Roadway Reconfiguration AM

,QWHUVHFWLRQ$QDO\VLV6XPPDU\
11/1/2021Report File: \...\2030 LOS AM - Road Diet.pdf
Scenario 5 2030 AM - Road DietVistro File: \...\Pruneridge Avenue AM.vistro Pruneridge Avenue Complete Streets
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

F78.00.043EB ThruHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A7.90.165NB ThruHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A7.90.163EB LeftHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C22.80.718EB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
E71.30.905EB LeftHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
E65.00.857WB LeftHCM 2010SignalizedKiely Boulevard and
Homestead Road120
F69.20.752NB LeftHCM 2010Two-way stopWoodhams Road and
Homestead Road119
E71.40.905SB LeftHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
B11.20.472NB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
F96.81.381EB ThruHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
D51.90.793WB ThruHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A8.20.164WB ThruHCM 2010All-way stopWoodhams Road and Forbes Avenue114
C17.10.710NB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
/26'HOD\
VYHK
9&:RUVW0YPW0HWKRG&RQWURO7\SH,QWHUVHFWLRQ1DPH,'
1Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.710Volume to Capacity (v/c):

CLevel Of Service:

17.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
3RPHUR\$YHQXHDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1403Pedestrian Volume [ped/h]
92365518325825318724737425Total Analysis Volume [veh/h] 2391458146801812936Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 85335117295323293664334423Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 85335117295323293664334423Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
CIntersection LOS

17.12Intersection Delay [s/veh]
BBCCApproach LOS

12.2111.4715.9821.57Approach Delay [s/veh]

34.2518.8094.1911.52144.833.6395th-Percentile Queue Length [ft]

1.370.753.770.465.790.1595th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.320.200.590.130.710.05Degree of Utilization, x
573533586537593541Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
3Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
I I
I I

0.164Volume to Capacity (v/c):

ALevel Of Service:

8.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 787254641127786 93349Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 787254641127786 93349Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.25Intersection Delay [s/veh]
AAAAApproach LOS

8.437.968.248.34Approach Delay [s/veh]

14.6111.1010.8710.9695th-Percentile Queue Length [ft]

0.580.440.430.4495th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.160.130.130.13Degree of Utilization, x
793834787774Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
5Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.793Volume to Capacity (v/c):

DLevel Of Service:

51.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
1111Bicycle Volume [bicycles/h]
2333Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
12022410713411145953323449821108Total Analysis Volume [veh/h] 305627332811248381220527Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 110206981231024187305314575599Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 110206981231024187305314575599Base Volume Input [veh/h] Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
932.12325.01109.9193.29259.25243.3595th-Percentile Queue Length [ft/ln]

37.2813.004.403.7310.379.7395th-Percentile Queue Length [veh/ln] 615.34207.0261.0651.83156.63144.7150th-Percentile Queue Length [ft/ln]

24.618.282.442.076.275.7950th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
FDAABBLane Group LOS
189.3644.608.518.5011.1611.08d, Delay for Lane Group [s/veh]

1.280.710.240.230.470.45X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]
144.335.890.540.591.431.41d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.280.500.500.500.50k, delay calibration

45.0438.717.977.919.739.67d1, Uniform Delay [s]
354407103592310961037c, Capacity [veh/h]
120114141571134616631515s, saturation flow rate [veh/h]

0.380.210.160.160.310.31(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303076767676g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
/DQH*URXS&DOFXODWLRQV
8Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 11.08 11.12 11.16 8.50 8.51 8.51 44.60 44.60 44.60 189.36 189.36 189.36 Movement LOS B B B A A A D D D F F F
d_A, Approach Delay [s/veh] 11.12 8.51 44.60 189.36
Approach LOS B A D F
d_I, Intersection Delay [s/veh] 51.90
Intersection LOS D
Intersection V/C 0.793
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
9Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

1.381Volume to Capacity (v/c):

FLevel Of Service:

96.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00175.000.000.00125.000.000.00Exit Pocket Length [ft] 000 000 100 100No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0220Bicycle Volume [bicycles/h]
0036Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
134197671001079113814041233327446Total Analysis Volume [veh/h] 334917252723353513 881811Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1231816292988412712921130301242Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 1231816292988412712921130354342Base Volume Input [veh/h] Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
10Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr 111l r ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.06.06.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3232323232321391391713813816Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
11Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
249.72745.83192.10690.7113.7241.4626.941.191551.64100.9595th-Percentile Queue Length [ft/ln]

9.9929.837.6827.630.551.661.080.0562.074.0495th-Percentile Queue Length [veh/ln] 149.47483.82107.20416.297.6223.0414.970.661041.7556.0850th-Percentile Queue Length [ft/ln]

5.9819.354.2916.650.300.920.600.0341.672.2450th-Percentile Queue Length [veh/ln] NoNoNoYesNoNoYesNoYesNoCritical Lane Group
EFEFAAF AFFLane Group LOS

74.13253.2470.97404.471.301.4389.650.27113.3888.13d, Delay for Lane Group [s/veh]

0.601.320.451.650.120.380.220.031.240.48X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.07176.171.46325.950.230.312.070.04112.503.79d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.130.500.110.500.500.500.110.500.500.11k, delay calibration

71.0677.0769.5078.521.071.1287.590.230.8884.34d1, Uniform Delay [s] 22319922012011163652541176263595c, Capacity [veh/h]
158312421559652155050741774158335471774s, saturation flow rate [veh/h]

0.080.210.060.300.090.280.010.020.920.03(v / s)_i Volume / Saturation Flow Rate

0.140.140.140.140.720.720.030.740.740.05g / C, Green / Cycle 26262626135135613913910g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 187187187187187187187187187187C, Cycle Length [s]
RCRCRCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
12Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 88.13 113.38 0.27 89.65 1.43 1.30 404.47 404.47 70.97 253.24 253.24 74.13 Movement LOS F F A F A A F F E F F E
d_A, Approach Delay [s/veh] 111.92 2.10 292.56 192.94
Approach LOS F A F F
d_I, Intersection Delay [s/veh] 96.82
Intersection LOS F
Intersection V/C 1.381
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 65 Ring 2
- - - - - - - - - - - - 4 - 21 Ring 1
6HTXHQFH
13Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. - I I I

0.472Volume to Capacity (v/c):

BLevel Of Service:

11.2Delay (sec / veh):
15 minutesAnalysis Period:

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,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 114319154334231115169163131Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 114319154334231115169163131Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
14Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
BIntersection LOS

11.23Intersection Delay [s/veh]
ABBBApproach LOS

9.4710.7310.0212.69Approach Delay [s/veh]

10.7239.1625.3663.5095th-Percentile Queue Length [ft]

0.431.571.012.5495th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.130.350.260.47Degree of Utilization, x
636713688698Capacity per Entry Lane [veh/h]
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15Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.905Volume to Capacity (v/c):

ELevel Of Service:

71.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
,QWHUVHFWLRQ6HWXS
0311Bicycle Volume [bicycles/h]
4230Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2521372785898712721226117955272109Total Analysis Volume [veh/h] 63343201424732536545146827Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2321262725390811719524016551250100Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2321262725390811719524016551250100Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
16Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 515113525214333314313112Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

87.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
17Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1146.261094.93126.28442.89448.46245.07233.22273.46372.9956.92294.93203.7595th-Percentile Queue Length [ft/ln]

45.8543.805.0517.7217.949.809.3310.9414.922.2811.808.1595th-Percentile Queue Length [veh/ln] 822.95799.9370.16300.70305.20146.00137.18167.38231.7331.62183.77115.5950th-Percentile Queue Length [ft/ln]

32.9232.002.8112.0312.215.845.496.709.271.267.354.6250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFE CCF DDF CDFLane Group LOS
104.2490.9769.6431.2031.00112.8940.3039.94161.7834.0143.7596.19d, Delay for Lane Group [s/veh]

1.121.090.610.680.680.940.530.551.130.150.620.84X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

71.6258.3520.114.974.8162.385.034.50111.720.856.3045.84d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

32.6232.6249.5426.2326.1950.5135.2735.4450.0633.1537.4550.35d1, Uniform Delay [s] 716757127757774135398476158369442129c, Capacity [veh/h] 176318631774182118631774155918631774155518631774s, saturation flow rate [veh/h]

0.460.440.040.280.280.070.140.140.100.040.150.06(v / s)_i Volume / Saturation Flow Rate

0.410.410.070.420.420.080.250.250.090.240.240.07g / C, Green / Cycle 454584646828281026268g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
18Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 96.19 43.75 34.01 161.78 39.94 40.30 112.89 31.09 31.20 69.64 96.30 104.24 Movement LOS F D C F D D F C C E F F
d_A, Approach Delay [s/veh] 55.63 73.51 39.96 96.25
Approach LOS E E D F
d_I, Intersection Delay [s/veh] 71.39
Intersection LOS E
Intersection V/C 0.905
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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19Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
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18s

0.752Volume to Capacity (v/c):

FLevel Of Service:

69.2Delay (sec / veh):
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NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
13018711092770134Total Analysis Volume [veh/h]
32522272321733Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
11978010185364123Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11978010185364123Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1r I~ 111
FIntersection LOS

4.26d_I, Intersection Delay [s/veh]
AAFApproach LOS

0.710.0050.05d_A, Approach Delay [s/veh]

0.0011.290.000.0012.18121.1895th-Percentile Queue Length [ft/ln]

0.000.450.000.000.494.8595th-Percentile Queue Length [veh/ln] ABAABFMovement LOS

0.0011.270.000.0013.4269.19d_M, Delay for Movement [s/veh]

0.010.130.000.010.140.75V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
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YesTwo-Stage Gap Acceptance
000Storage Area [veh]
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21Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.857Volume to Capacity (v/c):

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65.0Delay (sec / veh):
15 minutesAnalysis Period:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
225105112814671615823632884130649175Total Analysis Volume [veh/h] 562633236179395982213316244Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 20796711813465914521730277120597161Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 20796711813465914521730277120597161Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesNoYesNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 424212464616393919393919Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

62.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
964.59970.71245.28411.42428.99237.58271.22297.65107.79126.62307.10239.1995th-Percentile Queue Length [ft/ln]

38.5838.839.8116.4617.169.5010.8511.914.315.0612.289.5795th-Percentile Queue Length [veh/ln] 683.51696.90143.23275.35289.47140.41165.67185.8659.8870.35193.14141.6150th-Percentile Queue Length [ft/ln]

27.3427.885.7311.0111.585.626.637.432.402.817.735.6650th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
FFF DDE DDDCCELane Group LOS
114.36105.88117.7637.7837.1972.2837.5136.7051.8430.0534.3863.31d, Delay for Lane Group [s/veh]

1.121.101.050.680.670.870.540.530.490.260.560.86X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

74.9166.4363.745.935.4221.034.143.452.161.212.0012.88d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.180.500.500.220.500.500.110.500.500.14k, delay calibration

39.4539.4554.0231.8631.7751.2533.3733.2549.6828.8432.3850.43d1, Uniform Delay [s] 5565961226166591824925711715091151204c, Capacity [veh/h] 173918631774174018631774160418631774156935471774s, saturation flow rate [veh/h]

0.360.350.070.240.240.090.160.160.050.080.180.10(v / s)_i Volume / Saturation Flow Rate

0.320.320.070.350.350.100.310.310.100.320.320.11g / C, Green / Cycle 37378414112363611383813g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
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24Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 63.31 34.38 30.05 51.84 36.77 37.51 72.28 37.42 37.78 117.76 109.09 114.36 Movement LOS E C C D D D E D D F F F
d_A, Approach Delay [s/veh] 39.09 38.99 42.87 110.72
Approach LOS D D D F
d_I, Intersection Delay [s/veh] 65.01
Intersection LOS E
Intersection V/C 0.857
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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25Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I T I I I T T I

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0.905Volume to Capacity (v/c):

ELevel Of Service:

71.3Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
1220Bicycle Volume [bicycles/h]
2093Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
72581969050038121210973403018220Total Analysis Volume [veh/h] 18145242312595532749 075555Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 72581969050038121210973403018220Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 16258196151500381512109734583550220Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
11lllr 1llllr 11I~ 11I~
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0Pedestrian Signal Group
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1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.10.03.83.20.03.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 0250 0250Pedestrian Clearance [s]
080 080 060 060Walk [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0432604326010021010021Split [s]

0.01.91.60.01.91.50.01.01.60.01.01.5All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
595.04606.89103.94429.66448.05381.98168.49208.2274.290.001594.97224.4195th-Percentile Queue Length [ft/ln]

23.8024.284.1617.1917.9215.286.748.332.970.0063.808.9895th-Percentile Queue Length [veh/ln] 425.83435.7257.74290.02304.87251.8593.61118.8341.270.001175.09130.6750th-Percentile Queue Length [ft/ln]

17.0317.432.3111.6012.1910.073.744.751.650.0047.005.2350th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFF EEF BBF AFFLane Group LOS

91.8889.5586.7257.1056.8197.9018.6918.5389.180.0087.5686.96d, Delay for Lane Group [s/veh]

0.920.910.520.640.640.990.270.330.430.001.120.79X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

24.4622.262.262.562.3418.540.880.263.620.0060.215.08d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.360.350.110.180.180.110.500.500.110.500.500.11k, delay calibration

67.4367.2984.4654.5454.4779.3617.8218.2685.560.0027.3681.88d1, Uniform Delay [s] 3503661854474743867743350798402691278c, Capacity [veh/h] 177918633445175418633445156367651774158350743445s, saturation flow rate [veh/h]

0.180.180.030.160.160.110.140.160.020.000.590.06(v / s)_i Volume / Saturation Flow Rate

0.200.200.050.250.250.110.500.500.040.530.530.08g / C, Green / Cycle 37371048482193938999915g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 187187187187187187187187187187187187C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 86.96 87.56 0.00 89.18 18.53 18.69 97.90 56.92 57.10 86.72 90.55 91.88 Movement LOS F F A F B B F E E F F F
d_A, Approach Delay [s/veh] 87.52 20.34 73.02 90.19
Approach LOS F C E F
d_I, Intersection Delay [s/veh] 71.28
Intersection LOS E
Intersection V/C 0.905
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
29Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. I I I
106 31s

0.718Volume to Capacity (v/c):

CLevel Of Service:

22.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
/RV3DGUHV%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
4000Bicycle Volume [bicycles/h]
2562Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
35680153548983107130755215282Total Analysis Volume [veh/h] 91704 912221273319133820Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3262614324507698120694814075Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3262614324507698120694814075Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 626262626262333333333333Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
490.7111.66322.1087.05234.36218.9395th-Percentile Queue Length [ft/ln]

19.630.4712.883.489.378.7695th-Percentile Queue Length [veh/ln] 339.606.48204.7648.36138.03126.6550th-Percentile Queue Length [ft/ln]

13.580.268.191.935.525.0750th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
CCBDCCLane Group LOS

23.7725.8418.3140.2423.0322.80d, Delay for Lane Group [s/veh]

0.800.050.590.440.470.45X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.110.060.621.662.452.35d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.200.110.110.110.500.50k, delay calibration

20.6725.7817.6938.5820.5820.44d1, Uniform Delay [s]
892312891187657630c, Capacity [veh/h]
1844875184173314891418s, saturation flow rate [veh/h]

0.390.020.280.110.210.20(v / s)_i Volume / Saturation Flow Rate

0.480.480.480.480.410.41g / C, Green / Cycle
464646463939g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 22.80 22.80 22.80 23.03 23.03 23.03 40.24 18.31 18.31 25.84 23.77 23.77 Movement LOS C C C C C C D B B C C C
d_A, Approach Delay [s/veh] 22.80 23.03 21.31 23.82
Approach LOS C C C C
d_I, Intersection Delay [s/veh] 22.75
Intersection LOS C
Intersection V/C 0.718
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
33Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.163Volume to Capacity (v/c):

ALevel Of Service:

7.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 25111011225460621015578Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 25111011225460621015578Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.91Intersection Delay [s/veh]
AAAAApproach LOS

7.548.167.917.84Approach Delay [s/veh]

4.7210.1814.558.7495th-Percentile Queue Length [ft]

0.190.410.580.3595th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.060.120.160.10Degree of Utilization, x
842792876831Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.165Volume to Capacity (v/c):

ALevel Of Service:

7.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3415157264510221239313Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3415157264510221239313Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.86Intersection Delay [s/veh]
AAAAApproach LOS

7.517.997.458.07Approach Delay [s/veh]

6.478.803.3314.7095th-Percentile Queue Length [ft]

0.260.350.130.5995th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.080.110.040.16Degree of Utilization, x
867807845850Capacity per Entry Lane [veh/h]
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37Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.043Volume to Capacity (v/c):

FLevel Of Service:

78.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
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YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
3040Pedestrian Volume [ped/h]
1327397657813442502876155Total Analysis Volume [veh/h]
3321019120311113719014Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1216367057212407462670051Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1216367057212407462670051Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1 I,-. 11,-. + +
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10.62d_I, Intersection Delay [s/veh]
EFAAApproach LOS

37.8964.230.960.55d_A, Approach Delay [s/veh]

99.7899.7899.78132.82132.82132.820.000.004.850.000.003.9395th-Percentile Queue Length [ft/ln]

3.993.993.995.315.315.310.000.000.190.000.000.1695th-Percentile Queue Length [veh/ln] DFF FFF AAA AAAMovement LOS

31.0955.9057.7051.4277.9775.830.000.009.660.000.008.44d_M, Delay for Movement [s/veh]

0.220.060.350.100.040.630.000.000.060.000.010.05V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
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NoNoFlared Lane
StopStopFreeFreePriority Scheme
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39Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

2030 – Roadway Reconfiguration PM

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1/3/2022Report File: P:\...\LOS PM.pdf
Scenario 5 2030 PM - Road DietVistro File: S:\...\Pruneridge Avenue PM.vistro Pruneridge
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

F362.80.387WB ThruHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A8.10.162NB ThruHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A9.30.344SB ThruHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C25.50.870WB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
E67.00.896EB LeftHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
F91.91.108EB RightHCM 2010SignalizedKiely Boulevard and Homestead Road120
F104.00.833NB LeftHCM 2010Two-way stopWoodhams Road and Homestead Road119
E75.20.712EB RightHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
B11.80.498SB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
E64.41.249EB ThruHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
D49.72.277SB LeftHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A8.90.221NB ThruHCM 2010All-way stopWoodhams Road and Forbes Avenue114
B12.80.511NB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
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1Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

0.511Volume to Capacity (v/c):

BLevel Of Service:

12.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.0100.0100.0100.0100.0100.0100.0100.075.00100.0100.075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1511519Pedestrian Volume [ped/h]
596832 114333 29287130 512678Total Analysis Volume [veh/h] 15178 3118 77233 13672Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 546329 104030 27264120 472467Total Hourly Volume [veh/h] 000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 546329 104030 27264120 472467Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
,,.. ,,.. + +
BIntersection LOS

12.82Intersection Delay [s/veh]
BBBBApproach LOS

10.9010.3212.9514.24Approach Delay [s/veh]

25.7513.1669.4721.4972.751.0895th-Percentile Queue Length [ft]

1.030.532.780.862.910.0495th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.260.150.500.230.510.01Degree of Utilization, x
614579635577623562Capacity per Entry Lane [veh/h]
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3Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
I I
I I

0.221Volume to Capacity (v/c):

ALevel Of Service:

8.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 56419 80619 231195 159346Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 56419 80619 231195 159346Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

8.89Intersection Delay [s/veh]
AAAAApproach LOS

8.718.748.929.13Approach Delay [s/veh]

11.3619.3019.4321.0995th-Percentile Queue Length [ft]

0.450.770.780.8495th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.130.210.210.22Degree of Utilization, x
726790766754Capacity per Entry Lane [veh/h]
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5Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

2.277Volume to Capacity (v/c):

DLevel Of Service:

49.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
3206Bicycle Volume [bicycles/h]
910112Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNo NoNo NoNo NoNoPresence of On-Street Parking
4818714217615247 3889222710067497Total Analysis Volume [veh/h] 124736 443812 1022357 2516824Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 4417213116214043 35821209 9262089Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 4417213116214043 35821209 9262089Base Volume Input [veh/h] Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.0 6.06.06.0 6.06.06.0 6.06.06.0Detector Length [ft]

0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.5 2.52.52.5 2.62.62.6 2.62.62.6l2, Clearance Lost Time [s]

2.02.02.0 2.02.02.0 2.02.02.0 2.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0Delayed Vehicle Green [s] 222222 242424 131313 131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.0 3.03.03.0 3.03.03.0 3.03.03.0Vehicle Extension [s] 373737 373737 636363 636363Split [s]

1.01.01.0 1.01.01.0 1.01.01.0 1.01.01.0All red [s]

3.53.53.5 3.53.53.5 3.63.63.6 3.63.63.6Amber [s]
303030 303030 767676 767676Maximum Green [s]
282828 303030 191919 191919Minimum Green [s]
--Lag --Lag --Lag --LagLead / Lag
Auxiliary Signal Groups
888 444 666 222Signal Group
PermiPermiPermiPermiPermiPermiPermiPermiPermiPermiPermiPermiControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
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End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
547.00326.53758.00384.09509.36189.3895th-Percentile Queue Length [ft/ln]

21.8813.0630.3215.3620.377.5895th-Percentile Queue Length [veh/ln] 374.47208.21563.37244.37354.88105.2550th-Percentile Queue Length [ft/ln]

14.988.3322.539.7714.204.2150th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesCritical Lane Group
FCDFCFLane Group LOS

95.7732.6637.53115.9423.30108.73d, Delay for Lane Group [s/veh]

1.040.670.951.040.800.89X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

58.463.1718.2272.917.0359.87d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.240.500.500.500.50k, delay calibration

37.3129.4919.3143.0216.2748.86d1, Uniform Delay [s]
362557984218964109c, Capacity [veh/h]
96315941682249164964s, saturation flow rate [veh/h]

0.390.240.550.910.471.52(v / s)_i Volume / Saturation Flow Rate

0.320.320.580.580.580.58g / C, Green / Cycle
323258585858g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 100100100100100100C, Cycle Length [s]
CCCCCCLane Group
/DQH*URXS&DOFXODWLRQV
8Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 108.7 23.30 23.30 115.9 37.53 37.53 32.66 32.66 32.66 95.77 95.77 95.77 Movement LOS FC C FD D CC C FF F
d_A, Approach Delay [s/veh] 32.82 52.91 32.66 95.77
Approach LOS C D C F
d_I, Intersection Delay [s/veh] 49.69
Intersection LOS D
Intersection V/C 2.277
- - - - - - - - - - - - - - --Ring 4
- - - - - - - - - - - - - - --Ring 3
- - - - - - - - - - - - 8 - 6-Ring 2
- - - - - - - - - - - - 4 - 2-Ring 1
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9Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

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1.249Volume to Capacity (v/c):

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64.4Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00112.10.000.000.000.000.00Exit Pocket Length [ft] 000 000 200 000No. of Lanes in Exit Pocket

50.00100.0100.050.00100.0100.0200.0100.0200.0110.0100.0175.0Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSa ToName
,QWHUVHFWLRQ6HWXS
0205Bicycle Volume [bicycles/h]
0156Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNo NoNo NoNo NoNoPresence of On-Street Parking
3012213 317176127112275025 64220870Total Analysis Volume [veh/h] 8303 794432 286886 1655217Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 2811212 292162117103253023 59203164Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0000.8201.0001.0001.0001.000Base Volume Adjustment Factor 2811212 292162117103308523 59203164Base Volume Input [veh/h] Forbes AvenueSa ToName
9ROXPHV
10Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
,lllr ,llr ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
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1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0Detector Length [ft]

0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0Detector Location [ft] NoNoYesYesNo YesYesNoPedestrian Recall
NoNoYesYesNo YesYesNoMaximum Recall
NoNoNoNoNo NoNoNoMinimum Recall

3.63.63.6 3.63.63.63.83.82.6 3.83.82.6l2, Clearance Lost Time [s]

2.02.02.0 2.02.02.02.02.02.0 2.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.0 0.00.00.00.00.00.0 0.00.00.0Delayed Vehicle Green [s] 111111 111111 11110 11110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.0 3.03.03.03.03.03.0 3.03.03.0Vehicle Extension [s] 313131 31313114514510 14914914Split [s]

2.02.02.0 2.02.02.01.01.01.0 1.01.01.0All red [s]

3.63.63.6 3.63.63.64.84.83.6 4.84.83.6Amber [s]
262626 26262613313312 13213211Maximum Green [s]
242424 2424241391395 1431439Minimum Green [s]
--Lag --Lag --Lead--LeadLead / Lag
62Auxiliary Signal Groups
888 444661 225Signal Group
PermiPermiPermiPermiPermiPermiOverlaPermiProtecOverlaPermiProtecControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
11Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

56.65253.26967.611070.597.00523.265.345.3158.97175.995th-Percentile Queue Length [ft/ln]

2.2710.1338.7042.820.2820.932.610.212.367.0495th-Percentile Queue Length [veh/ln]

31.47152.12622.89666.493.89347.536.302.9532.7697.7450th-Percentile Queue Length [ft/ln]

1.266.0824.9226.660.1613.901.450.121.313.9150th-Percentile Queue Length [veh/ln] NoNoNoYesNoYesNo NoNoYesCritical Lane Group
EEFF AFF AAFLane Group LOS

69.1475.35334.95503.780.7237.06114.40.881.51109.8d, Delay for Lane Group [s/veh]

0.140.571.521.890.101.060.710.050.570.82X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.271.271.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.302.59256.92421.230.1734.9922.540.090.6221.86d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.130.500.500.500.500.110.500.500.15k, delay calibration

68.8472.7678.0382.560.552.0791.890.790.8988.02d1, Uniform Delay [s] 21223920916111622602351179386786c, Capacity [veh/h]
1583162815591000158335471774154850741774s, saturation flow rate [veh/h]

0.020.080.200.300.070.780.010.040.440.04(v / s)_i Volume / Saturation Flow Rate

0.130.130.130.130.730.730.020.760.760.05g / C, Green / Cycle 252525251391394 1451459g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 190190190190190190190190190190C, Cycle Length [s]
RCRCRCL RCLLane Group
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12Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
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d_M, Delay for Movement [s/veh] 109.8 1.51 0.88 114.4 37.06 0.72 503.7 503.7 334.9 75.35 75.35 69.14 Movement LOS FA A FF A FF F EE E
d_A, Approach Delay [s/veh] 4.73 36.32 417.46 74.22
Approach LOS A D F E
d_I, Intersection Delay [s/veh] 64.35
Intersection LOS E
Intersection V/C 1.249
- - - - - - - - - - - - - - --Ring 4
- - - - - - - - - - - - - - --Ring 3
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13Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

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11.8Delay (sec / veh):
15 minutesAnalysis Period:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 12249 1184229 292945 10130120Total Hourly Volume [veh/h] 000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 12249 1184229 292945 10130120Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
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14Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
+ + + +
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11.84Intersection Delay [s/veh]
ABBBApproach LOS

9.3710.6312.9011.82Approach Delay [s/veh]

6.4832.1070.0550.1295th-Percentile Queue Length [ft]

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Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

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75.2Delay (sec / veh):
15 minutesAnalysis Period:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.0100.0115.0100.0100.0125.060.00100.0100.050.00100.0115.0Entry Pocket Length [ft] 001 001 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
,QWHUVHFWLRQ6HWXS
2740Bicycle Volume [bicycles/h]
13835Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNo NoNo NoNo NoNoPresence of On-Street Parking
158100963 1281272117120266118 6521277Total Analysis Volume [veh/h] 3925216 3231829 306730 165319Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 14592858 1181170108110245109 6019571Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 14592858 1181170108110245109 6019571Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
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16Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
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0Pedestrian Walk [s]
0Pedestrian Signal Group
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1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.0 0.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.0 0.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110 11110 11110 11110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 434315444416363619323215Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

4.34.34.04.34.34.03.53.53.23.53.53.0Amber [s]
18185181851818518185Maximum Green [s]
27274303042828826268Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
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17Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
677.3687.188.591028.1011.187.5121.2266.4156.666.78226.8106.795th-Percentile Queue Length [ft/ln]

27.0927.493.5441.1340.467.504.8510.666.262.679.074.2795th-Percentile Queue Length [veh/ln] 494.9503.249.21730.4725.6104.167.37162.087.0137.10132.459.2950th-Percentile Queue Length [ft/ln]

19.8020.131.9729.2229.034.172.696.483.481.485.302.3750th-Percentile Queue Length [veh/ln] NoNoYesYesNoNo NoYesNo NoNoYesCritical Lane Group
EED FFE CDD CDDLane Group LOS

65.7862.4654.79111.3103.670.8932.2236.4451.2733.5438.5654.12d, Delay for Lane Group [s/veh]

0.970.960.401.121.100.710.270.510.490.170.460.43X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

29.8126.697.4475.3167.5922.491.553.447.150.953.327.56d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

35.9735.7747.3436.0636.0648.4030.6733.0044.1232.5935.2446.56d1, Uniform Delay [s] 590624157616641165437527239384459177c, Capacity [veh/h] 176118631774179018631774154618631774155818631774s, saturation flow rate [veh/h]

0.320.320.040.390.380.070.080.140.070.040.110.04(v / s)_i Volume / Saturation Flow Rate

0.330.330.090.340.340.090.280.280.130.250.250.10g / C, Green / Cycle 373710 383810 313115 272711g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
18Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 54.12 38.56 33.54 51.27 36.44 32.22 70.89 107.0 111.3 54.79 63.82 65.78 Movement LOS DD C DD C EF F DE E
d_A, Approach Delay [s/veh] 41.02 38.91 104.65 63.61
Approach LOS D D F E
d_I, Intersection Delay [s/veh] 75.21
Intersection LOS E
Intersection V/C 0.712
- - - - - - - - - - - - - - --Ring 4
- - - - - - - - - - - - - - --Ring 3
- - - - - - - - - - - - 8 7 65Ring 2
- - - - - - - - - - - - 4 3 21Ring 1
6HTXHQFH
19Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I II I I I I I I I I I I I I I I

0.833Volume to Capacity (v/c):

FLevel Of Service:
104.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ

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NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
10141181631260132108Total Analysis Volume [veh/h]
25430413153327Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
933109150115912199Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 933109150115912199Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
,r ,~ ,II
FIntersection LOS

5.60d_I, Intersection Delay [s/veh]
AAFApproach LOS

1.580.0057.78d_A, Approach Delay [s/veh]

0.0024.540.000.0039.28128.9095th-Percentile Queue Length [ft/ln]

0.000.980.000.001.575.1695th-Percentile Queue Length [veh/ln] ACAACFMovement LOS

0.0015.190.000.0019.94104.03d_M, Delay for Movement [s/veh]

0.010.250.000.010.360.83V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
,QWHUVHFWLRQ6HWWLQJV
21Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

1.108Volume to Capacity (v/c):

FLevel Of Service:

91.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.0100.0150.0100.0100.0190.0100.0100.0110.095.00100.0110.0Entry Pocket Length [ft] 001 001 001 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNo NoNo NoNo NoNoPresence of On-Street Parking
1897541842801057192210986179114430177Total Analysis Volume [veh/h] 4718946 7026448 5224645 2910844Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 174694169258972177193907165105396163Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 174694169258972177193907165105396163Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
,llr ,,~ ,,~ ,,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoYesNoYesNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230 24240 25250 27270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 404022404022373721373721Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929431311231314Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

41.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
504.9524.6250.01202.1181.261.2813.2828.0243.796.85184.6234.295th-Percentile Queue Length [ft/ln]

20.2020.9810.0048.0847.2610.4532.5333.129.753.877.399.3795th-Percentile Queue Length [veh/ln] 351.2367.4149.7816.0815.1158.1575.8592.3144.953.81102.5137.950th-Percentile Queue Length [ft/ln]

14.0514.705.9932.6432.606.3223.0323.705.802.154.105.5250th-Percentile Queue Length [veh/ln] NoNoYesYesNoNo YesNoNo NoNoYesCritical Lane Group
DDE FFE FFE CCELane Group LOS

53.5451.2964.19167.7149.265.2797.6492.4165.4626.5827.8061.57d, Delay for Lane Group [s/veh]

0.890.880.871.261.220.871.081.070.870.240.400.86X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

20.2618.1316.34133.1114.517.7663.4158.1717.361.161.0813.41d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.190.500.500.210.500.500.200.500.500.15k, delay calibration

33.2833.1647.8534.6934.6947.5134.2334.2348.1025.4226.7248.16d1, Uniform Delay [s] 5115532125165612205385732074801087205c, Capacity [veh/h] 172218631774171318631774174918631774156835471774s, saturation flow rate [veh/h]

0.260.260.100.380.370.110.330.330.100.070.120.10(v / s)_i Volume / Saturation Flow Rate

0.300.300.120.300.300.120.310.310.120.310.310.12g / C, Green / Cycle 353514 353514 363614 353513g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
24Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 61.57 27.80 26.58 65.46 94.38 97.64 65.27 155.7 167.7 64.19 52.08 53.54 Movement LOS EC C EF F EF F ED D
d_A, Approach Delay [s/veh] 35.90 91.12 146.62 54.31
Approach LOS D F F D
d_I, Intersection Delay [s/veh] 91.87
Intersection LOS F
Intersection V/C 1.108
- - - - - - - - - - - - - - --Ring 4
- - - - - - - - - - - - - - --Ring 3
- - - - - - - - - - - - 8 7 65Ring 2
- - - - - - - - - - - - 4 3 21Ring 1
6HTXHQFH
25Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

I I I I I I I I
I I I I I I l l

I I II I I I I I I I I I I I I I I

0.896Volume to Capacity (v/c):

ELevel Of Service:

67.0Delay (sec / veh):
15 minutesAnalysis Period:

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SignalizedControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

70.000.000.000.000.000.000.000.000.0049.210.00400.0Exit Pocket Length [ft] 100 000 000 101No. of Lanes in Exit Pocket
100.0100.0180.0100.0100.0360.0125.0100.0290.0200.0100.0350.0Entry Pocket Length [ft] 002 002 101 202No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSa ToName
,QWHUVHFWLRQ6HWXS
3096Bicycle Volume [bicycles/h]
1066Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNo NoNo NoNo NoNoPresence of On-Street Parking
047373 1187295071722417102 651298177Total Analysis Volume [veh/h] 011818 30182127 4360426 1632544Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Peak Hour Factor 047373 1187295071722417102 651298177Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0000.8201.0001.0000.7401.000Base Volume Adjustment Factor 3647373 17972950747229481021271754177Base Volume Input [veh/h] Homestead RoadSa ToName
9ROXPHV
26Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
,,lllr ,lllr ,,,~ ,,,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.0 0.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.0 0.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.13.83.83.23.83.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 25250 25250Pedestrian Clearance [s]
080 080 660 660Walk [s]

0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 045260452694941810110125Split [s]

0.01.91.60.01.91.51.01.01.61.01.01.5All red [s]

0.03.73.60.03.73.64.84.83.64.84.83.6Amber [s]
0303003030484830303030Maximum Green [s]
0301204019888812909019Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083225661Signal Group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
390.5390.578.10765.0781.1675.7145.71128.228.345.42317.7179.795th-Percentile Queue Length [ft/ln]

15.6215.623.1230.6031.2527.035.8345.149.131.8212.717.1995th-Percentile Queue Length [veh/ln] 258.6258.643.39569.3583.1435.180.98884.7133.525.24201.399.8750th-Percentile Queue Length [ft/ln]

10.3510.351.7422.7723.3317.413.2435.395.341.018.053.9950th-Percentile Queue Length [veh/ln] NoYesNo NoNoYes NoYesNo NoNoYesCritical Lane Group
EEF FFF CDF BBELane Group LOS

66.9266.9284.4091.9888.90236.320.1750.87101.515.3319.1179.16d, Delay for Lane Group [s/veh]

0.650.650.340.960.951.340.230.990.860.080.500.51X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.742.740.9428.8826.00155.30.7216.8615.940.200.691.18d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.160.160.110.380.370.110.500.500.110.500.500.11k, delay calibration

64.1764.1783.4663.1062.9081.0319.4534.0085.6115.1318.4377.98d1, Uniform Delay [s] 36636621443245537974724321197992598345c, Capacity [veh/h] 186318633445176918633445155850741774156050743445s, saturation flow rate [veh/h]

0.130.130.020.230.230.150.110.480.060.040.260.05(v / s)_i Volume / Saturation Flow Rate

0.200.200.060.240.240.110.480.480.070.510.510.10g / C, Green / Cycle 373712 464621 919113 979719g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 190190190190190190190190190190190190C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 79.16 19.11 15.33 101.5 50.87 20.17 236.3 90.15 91.98 84.40 66.92 66.92 Movement LOS EB B FD C FF F FE E
d_A, Approach Delay [s/veh] 25.86 50.83 145.04 69.25
Approach LOS C D F E
d_I, Intersection Delay [s/veh] 67.00
Intersection LOS E
Intersection V/C 0.896
- - - - - - - - - - - - -- --Ring 4
- - - - - - - - - - - - -- --Ring 3
- - - - - - - - - - - - 87 65Ring 2
- - - - - - - - - - - - 43 21Ring 1
6HTXHQFH
29Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

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0.870Volume to Capacity (v/c):

CLevel Of Service:

25.5Delay (sec / veh):
15 minutesAnalysis Period:

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SignalizedControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.0100.0100.0100.0100.0125.0100.0100.0100.0100.0100.0100.0Entry Pocket Length [ft] 100 001 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
8504Bicycle Volume [bicycles/h]
10987Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNo NoNo NoNo NoNoPresence of On-Street Parking
3660837 3079114511228970 3311821Total Analysis Volume [veh/h] 91529 819836 287217 8305Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 3355934 2872813310326664 3010919Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 3355934 2872813310326664 3010919Base Volume Input [veh/h] Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.0 6.06.06.0Detector Length [ft]

0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.0 3.03.03.0 3.13.13.1 3.13.13.1l2, Clearance Lost Time [s]

2.02.02.0 2.02.02.0 2.02.02.0 2.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0Delayed Vehicle Green [s] 111111 111111 111111 111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.0 3.03.03.0 3.03.03.0 3.03.03.0Vehicle Extension [s] 616161 616161 343434 343434Split [s]

1.51.51.5 1.51.51.5 1.51.51.5 1.51.51.5All red [s]

3.53.53.5 3.53.53.5 3.63.63.6 3.63.63.6Amber [s]
181818 181818 181818 181818Maximum Green [s]
202020 202020 242424 242424Minimum Green [s]
--Lag --Lag --Lag --LagLead / Lag
Auxiliary Signal Groups
888 444 666 222Signal Group
PermiPermiPermiPermiPermiPermiPermiPermiPermiPermiPermiPermiControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
390.9938.85580.30148.09379.81125.8995th-Percentile Queue Length [ft/ln]

15.641.5523.215.9215.195.0495th-Percentile Queue Length [veh/ln] 259.0221.58413.5482.27250.1269.9450th-Percentile Queue Length [ft/ln]

10.360.8616.543.2910.002.8050th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoCritical Lane Group
BDCDCCLane Group LOS

18.4741.7026.1436.7830.7921.26d, Delay for Lane Group [s/veh]

0.680.260.860.570.690.26X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.260.966.012.015.631.00d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.160.110.280.110.500.50k, delay calibration

17.2140.7420.1334.7625.1620.27d1, Uniform Delay [s]
947142951254683649c, Capacity [veh/h]
1840664184878316871600s, saturation flow rate [veh/h]

0.350.060.440.190.280.11(v / s)_i Volume / Saturation Flow Rate

0.520.520.520.520.380.38g / C, Green / Cycle
494949493636g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 21.26 21.26 21.26 30.79 30.79 30.79 36.78 26.14 26.14 41.70 18.47 18.47 Movement LOS CC C CC C DC C DB B
d_A, Approach Delay [s/veh] 21.26 30.79 27.74 19.74
Approach LOS C C C B
d_I, Intersection Delay [s/veh] 25.50
Intersection LOS C
Intersection V/C 0.870
- - - - - - - - - - - - - - --Ring 4
- - - - - - - - - - - - - - --Ring 3
- - - - - - - - - - - - 8 - 6-Ring 2
- - - - - - - - - - - - 4 - 2-Ring 1
6HTXHQFH
33Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I II I I I I I I I I I I I I I I

0.344Volume to Capacity (v/c):

ALevel Of Service:

9.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 29177 244289 8513931 13737Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 29177 244289 8513931 13737Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

9.31Intersection Delay [s/veh]
AAAAApproach LOS

8.169.409.798.52Approach Delay [s/veh]

6.2222.2838.3911.5595th-Percentile Queue Length [ft]

0.250.891.540.4695th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.080.230.340.13Degree of Utilization, x
756731806753Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
35Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

0.162Volume to Capacity (v/c):

ALevel Of Service:

8.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 212014 131141 395137 21995Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 212014 131141 395137 21995Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

8.07Intersection Delay [s/veh]
AAAAApproach LOS

7.818.098.108.13Approach Delay [s/veh]

6.007.5014.4514.4595th-Percentile Queue Length [ft]

0.240.300.580.5895th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.070.090.160.16Degree of Utilization, x
808778844837Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

0.387Volume to Capacity (v/c):

FLevel Of Service:
362.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
5080Pedestrian Volume [ped/h]
1181440 50317 67934154 4967163Total Analysis Volume [veh/h] 30410 1314 1723339 1216816Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 1091337 46316 62859142 4561758Total Hourly Volume [veh/h] 000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 1091337 46316 62859142 4561758Base Volume Input [veh/h] Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with
, I,-. , I,-. + +
FIntersection LOS

29.00d_I, Intersection Delay [s/veh]
FFAAApproach LOS
292.72152.101.340.87d_A, Approach Delay [s/veh]
293.9293.9293.9111.4111.4111.40.000.0016.020.000.007.5495th-Percentile Queue Length [ft/ln]

11.7611.7611.764.464.464.460.000.000.640.000.000.3095th-Percentile Queue Length [veh/ln] FFF FFF AAB AABMovement LOS
269.0362.7338.1114.8206.1252.00.000.0010.030.000.0010.77d_M, Delay for Movement [s/veh]

0.190.390.830.100.080.680.000.010.180.000.010.09V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
Vistro File: S:\...\Pruneridge Avenue PM.vistro
1/3/2022Pruneridge
Version 2021 (SP 0-3)
Generated with

2040 AM

,QWHUVHFWLRQ$QDO\VLV6XPPDU\
11/1/2021Report File: \...\2040 LOS AM.pdf
Scenario 3 2040 AMVistro File: \...\Pruneridge Avenue AM.vistro Pruneridge Avenue Complete Streets
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

F138.40.036EB ThruHCM 2010Two-way stopKiely Boulevard and Mauricia Avenue125
A7.90.128EB LeftHCM 2010All-way stopWoodhams Road and
Mauricia Avenue124
A8.00.184EB LeftHCM 2010All-way stopCronin Drive and Mauricia Avenue123
C24.20.624EB LeftHCM 2010SignalizedLos Padres Boulevard and Homestead Road122
F82.90.948EB LeftHCM 2010SignalizedSan Tomas Expressway and Homestead Road121
E66.90.959WB LeftHCM 2010SignalizedKiely Boulevard and
Homestead Road120
F104.70.913NB LeftHCM 2010Two-way stopWoodhams Road and Homestead Road119
F89.20.938NB LeftHCM 2010SignalizedPomeroy Avenue and
Homestead Road118
B11.20.491NB ThruHCM 2010All-way stopLos Padres Boulevard and Forbes Avenue117
F92.71.397EB ThruHCM 2010SignalizedSan Tomas Expressway and Forbes Avenue116
C27.70.774WB ThruHCM 2010SignalizedKiely Boulevard and Forbes Avenue115
A9.80.377NB LeftHCM 2010All-way stopWoodhams Road and Forbes Avenue114
C19.60.709NB ThruHCM 2010All-way stopPomeroy Avenue and Forbes Avenue113
/26'HOD\
VYHK
9&:RUVW0YPW0HWKRG&RQWURO7\SH,QWHUVHFWLRQ1DPH,'
1Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.709Volume to Capacity (v/c):

CLevel Of Service:

19.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
3RPHUR\$YHQXHDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
,QWHUVHFWLRQ6HWXS
1403Pedestrian Volume [ped/h]
215545521656428299704132829Total Analysis Volume [veh/h] 541414516167751710827Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 198505119605926275643830227Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 198505119605926275643830227Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
2Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
CIntersection LOS

19.60Intersection Delay [s/veh]
CBCCApproach LOS

17.8113.4719.2423.73Approach Delay [s/veh]

91.2631.88109.0712.76140.974.8295th-Percentile Queue Length [ft]

3.651.284.360.515.640.1995th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.580.300.630.150.710.06Degree of Utilization, x
561492517477520479Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
3Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
I I
I I

0.377Volume to Capacity (v/c):

ALevel Of Service:

9.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 57619784613610251184162Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 57619784613610251184162Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
4Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

9.75Intersection Delay [s/veh]
AAABApproach LOS

9.138.968.9410.77Approach Delay [s/veh]

13.8118.3415.1244.0095th-Percentile Queue Length [ft]

0.550.730.601.7695th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.160.200.170.38Degree of Utilization, x
697752728741Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
5Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.774Volume to Capacity (v/c):

CLevel Of Service:

27.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG)RUEHV$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
1111Bicycle Volume [bicycles/h]
2333Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
8016590161108401084114993857152Total Analysis Volume [veh/h] 20412340271027103122321438Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 74152831489937993784586788140Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 74152831489937993784586788140Base Volume Input [veh/h]
Forbes AvenueKiely BlvdName
9ROXPHV
6Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
7Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
504.36342.45160.86104.53331.69301.0895th-Percentile Queue Length [ft/ln]

20.1713.706.434.1813.2712.0495th-Percentile Queue Length [veh/ln] 350.78220.6489.3658.07212.23188.5050th-Percentile Queue Length [ft/ln]

14.038.833.572.328.497.5450th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
FDABBBLane Group LOS

88.1344.739.3310.0912.9914.87d, Delay for Lane Group [s/veh]

0.980.720.320.310.570.55X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

43.515.690.801.092.192.41d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.280.500.500.500.50k, delay calibration

44.6239.058.539.0010.8012.46d1, Uniform Delay [s]
34243110487461084884c, Capacity [veh/h]
115515081591107516451280s, saturation flow rate [veh/h]

0.290.200.210.220.380.38(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303076767676g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
/DQH*URXS&DOFXODWLRQV
8Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 14.87 13.71 12.99 10.09 9.67 9.33 44.73 44.73 44.73 88.13 88.13 88.13 Movement LOS B B B B A A D D D F F F
d_A, Approach Delay [s/veh] 13.81 9.64 44.73 88.13
Approach LOS B A D F
d_I, Intersection Delay [s/veh] 27.68
Intersection LOS C
Intersection V/C 0.774
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
9Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I

1.397Volume to Capacity (v/c):

FLevel Of Service:

92.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG)RUEHV$YHQXH
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00175.000.000.00125.000.000.00Exit Pocket Length [ft] 000 000 100 100No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0220Bicycle Volume [bicycles/h]
0036Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
12319662921039314316141130328859Total Analysis Volume [veh/h] 314915232623364043 882215Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1131805785958613214851028302554Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 1131805785958613214851028355954Base Volume Input [veh/h] Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
10Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr 111l r ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.06.06.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3232323232321391391713813816Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
11Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
229.90692.85176.40693.9815.2552.5024.820.951564.89131.0095th-Percentile Queue Length [ft/ln]

9.2027.717.0627.760.612.100.990.0462.605.2495th-Percentile Queue Length [veh/ln] 134.72455.8298.00416.578.4729.1713.790.531050.0072.7850th-Percentile Queue Length [ft/ln]

5.3918.233.9216.660.341.170.550.0242.002.9150th-Percentile Queue Length [veh/ln] NoNoNoYesNoNoYesNoYesNoCritical Lane Group
EFEFAAF AFFLane Group LOS

72.63219.8470.39421.321.421.6590.050.21114.1589.94d, Delay for Lane Group [s/veh]

0.551.240.421.690.130.440.220.031.240.59X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.11142.861.26342.640.240.392.130.04113.505.52d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.500.110.500.500.500.110.500.500.11k, delay calibration

70.5276.9769.1378.691.181.2687.920.170.6584.43d1, Uniform Delay [s] 223208220116111236395111792642100c, Capacity [veh/h]
158313021559623155050741774158335471774s, saturation flow rate [veh/h]

0.080.200.060.310.090.320.010.020.930.03(v / s)_i Volume / Saturation Flow Rate

0.140.140.140.140.720.720.030.750.750.06g / C, Green / Cycle 26262626134134513913910g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 187187187187187187187187187187C, Cycle Length [s]
RCRCRCL RCLLane Group
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12Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 89.94 114.15 0.21 90.05 1.65 1.42 421.32 421.32 70.39 219.84 219.84 72.63 Movement LOS F F A F A A F F E F F E
d_A, Approach Delay [s/veh] 112.71 2.18 309.22 172.31
Approach LOS F A F F
d_I, Intersection Delay [s/veh] 92.74
Intersection LOS F
Intersection V/C 1.397
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 65 Ring 2
- - - - - - - - - - - - 4 - 21 Ring 1
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13Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
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0.491Volume to Capacity (v/c):

BLevel Of Service:

11.2Delay (sec / veh):
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1144191402935301141610204107Total Hourly Volume [veh/h] 000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1144191402935301141610204107Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
14Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
BIntersection LOS

11.22Intersection Delay [s/veh]
ABABApproach LOS

9.4610.359.9012.86Approach Delay [s/veh]

10.8433.3224.6668.2695th-Percentile Queue Length [ft]

0.431.330.992.7395th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.130.310.250.49Degree of Utilization, x
638711695710Capacity per Entry Lane [veh/h]
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15Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.938Volume to Capacity (v/c):

FLevel Of Service:

89.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
,QWHUVHFWLRQ6HWXS
0311Bicycle Volume [bicycles/h]
4230Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
24713677762122914720525917559313226Total Analysis Volume [veh/h] 62342191530737516544157857Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 22712587157113113518923816154288208Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 22712587157113113518923816154288208Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
16Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 515113525214333314313112Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

87.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
17Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1123.231076.44124.13604.69606.98311.42225.64271.36357.9061.27344.97679.6795th-Percentile Queue Length [ft/ln]

44.9343.064.9724.1924.2812.469.0310.8514.322.4513.8027.1995th-Percentile Queue Length [veh/ln] 808.67788.3268.96433.89435.80189.76131.58165.78222.5034.04222.62419.0950th-Percentile Queue Length [ft/ln]

32.3531.532.7617.3617.437.595.266.638.901.368.9016.7650th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFE DDF DDF CDFLane Group LOS
101.2688.7769.0640.0639.43153.1339.7939.83153.3734.1747.69419.05d, Delay for Lane Group [s/veh]

1.111.080.610.840.841.090.510.541.110.160.711.75X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

68.6456.1419.5511.1310.60102.364.704.43103.300.939.25368.09d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

32.6232.6249.5128.9328.8350.7735.0935.4050.0633.2438.4450.96d1, Uniform Delay [s] 717757127759774135398476158369442129c, Capacity [veh/h] 176418631774182718631774155918631774155518631774s, saturation flow rate [veh/h]

0.450.440.040.350.350.080.130.140.100.040.170.13(v / s)_i Volume / Saturation Flow Rate

0.410.410.070.420.420.080.250.250.090.240.240.07g / C, Green / Cycle 454584646828281026268g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
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18Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 419.05 47.69 34.17 153.37 39.83 39.79 153.13 39.73 40.06 69.06 93.79 101.26 Movement LOS F D C F D D F D D E F F
d_A, Approach Delay [s/veh] 186.70 70.91 51.33 93.76
Approach LOS F E D F
d_I, Intersection Delay [s/veh] 89.17
Intersection LOS F
Intersection V/C 0.938
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
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19Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

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18s

0.913Volume to Capacity (v/c):

FLevel Of Service:
104.7Delay (sec / veh):
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NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
125490118103480149Total Analysis Volume [veh/h]
31423302582037Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
11548310995174137Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11548310995174137Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
20Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1r I~ 111
FIntersection LOS

6.55d_I, Intersection Delay [s/veh]
AAFApproach LOS

0.810.0073.20d_A, Approach Delay [s/veh]

0.0013.180.000.0015.75166.0095th-Percentile Queue Length [ft/ln]

0.000.530.000.000.636.6495th-Percentile Queue Length [veh/ln] ABAABFMovement LOS

0.0012.090.000.0014.57104.68d_M, Delay for Movement [s/veh]

0.010.150.000.010.180.91V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
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21Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.959Volume to Capacity (v/c):

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66.9Delay (sec / veh):
15 minutesAnalysis Period:

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2111082128166813159237328125148966197Total Analysis Volume [veh/h] 532703242203405982313724249Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 194995118153748146218302115136889181Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 194995118153748146218302115136889181Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
22Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesNoYesNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 424212464616393919393919Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

62.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
23Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
991.79995.30250.10485.29504.07242.26276.57304.67166.98147.61495.81271.0095th-Percentile Queue Length [ft/ln]

39.6739.8110.0019.4120.169.6911.0612.196.685.9019.8310.8495th-Percentile Queue Length [veh/ln] 701.40712.55145.79335.17350.54143.90169.74191.2692.7682.00343.78165.5150th-Percentile Queue Length [ft/ln]

28.0628.505.8313.4114.025.766.797.653.713.2813.756.6250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFF DDE DDE CDELane Group LOS
117.62109.23123.9342.2041.2274.7539.1438.2855.0731.0944.9166.95d, Delay for Lane Group [s/veh]

1.131.111.070.770.760.880.560.550.690.290.850.88X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

78.2169.8269.848.988.1223.344.673.904.711.498.0717.18d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.180.500.500.230.500.500.110.500.500.20k, delay calibration

39.4139.4154.0933.2233.1051.4234.4834.3850.3629.6036.8449.77d1, Uniform Delay [s] 5605971206176611804735501805021135225c, Capacity [veh/h] 174818631774174018631774160318631774156835471774s, saturation flow rate [veh/h]

0.360.350.070.270.270.090.160.160.070.090.270.11(v / s)_i Volume / Saturation Flow Rate

0.320.320.070.350.350.100.300.300.100.320.320.13g / C, Green / Cycle 37378414112343412373715g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
24Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 66.95 44.91 31.09 55.07 38.35 39.14 74.75 41.59 42.20 123.93 112.49 117.62 Movement LOS E D C E D D E D D F F F
d_A, Approach Delay [s/veh] 46.66 41.65 46.31 114.28
Approach LOS D D D F
d_I, Intersection Delay [s/veh] 66.89
Intersection LOS E
Intersection V/C 0.959
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
25Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I T I I I T T I

I I I I I I I I
-
-

0.948Volume to Capacity (v/c):

FLevel Of Service:

82.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
1220Bicycle Volume [bicycles/h]
2093Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
67604947650141824514083503158215Total Analysis Volume [veh/h] 171512419125105613529 079054Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 67604947650141824514083503158215Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00000.85001.0000Base Volume Adjustment Factor 15760494137501418545140835573715215Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
26Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
11lllr 1llllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.10.03.83.20.03.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 0250 0250Pedestrian Clearance [s]
080 080 060 060Walk [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0432604326010021010021Split [s]

0.01.91.60.01.91.50.01.01.60.01.01.5All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
27Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
616.93628.06101.72417.21432.63450.46197.81265.4376.530.001844.76219.7595th-Percentile Queue Length [ft/ln]

24.6825.124.0716.6917.3118.027.9110.623.060.0073.798.7995th-Percentile Queue Length [veh/ln] 444.12453.4556.51280.00292.41294.69111.30161.2942.520.001327.49127.2550th-Percentile Queue Length [ft/ln]

17.7618.142.2611.2011.7011.794.456.451.700.0053.105.0950th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFF EEF BBF AFFLane Group LOS

94.0091.7786.6955.9155.69127.7019.4919.7989.330.00112.4186.47d, Delay for Lane Group [s/veh]

0.930.920.510.620.621.080.320.420.440.001.180.78X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

26.6724.572.202.121.9648.171.090.393.750.0084.734.66d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.380.370.110.170.160.110.500.500.110.500.500.11k, delay calibration

67.3367.2084.4953.7953.7379.5318.4119.3985.590.0027.6881.82d1, Uniform Delay [s] 3563711844554793857713336808362679277c, Capacity [veh/h] 178718633445176918633445156367651774158350743445s, saturation flow rate [veh/h]

0.180.180.030.160.160.120.160.210.020.000.620.06(v / s)_i Volume / Saturation Flow Rate

0.200.200.050.260.260.110.490.490.040.530.530.08g / C, Green / Cycle 37371048482192928999915g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 187187187187187187187187187187187187C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
28Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 86.47 112.41 0.00 89.33 19.79 19.49 127.70 55.78 55.91 86.69 92.74 94.00 Movement LOS F F A F B B F E E F F F
d_A, Approach Delay [s/veh] 110.76 21.19 86.00 92.11
Approach LOS F C F F
d_I, Intersection Delay [s/veh] 82.89
Intersection LOS F
Intersection V/C 0.948
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
29Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. I I I
106 31s

0.624Volume to Capacity (v/c):

CLevel Of Service:

24.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
4000Bicycle Volume [bicycles/h]
2562Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
21587810509367155342622868Total Analysis Volume [veh/h] 51472 2127918148 75717Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 195407 9468336551312421063Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 195407 9468336551312421063Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
30Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + ,,.. ,,..
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 626262626262333333333333Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
31Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
464.717.43376.6638.0888.74195.2395th-Percentile Queue Length [ft/ln]

18.590.3015.071.523.557.8195th-Percentile Queue Length [veh/ln] 318.394.13247.6321.1649.30109.4550th-Percentile Queue Length [ft/ln]

12.740.179.910.851.974.3850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesCritical Lane Group
CDCDBBLane Group LOS

29.1435.0925.6242.5413.5715.48d, Delay for Lane Group [s/veh]

0.840.040.710.250.190.36X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.040.081.300.890.531.12d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.120.110.110.110.500.50k, delay calibration

26.1035.0124.3141.6513.0414.36d1, Uniform Delay [s]
726204729144821896c, Capacity [veh/h]
1849879185680915471697s, saturation flow rate [veh/h]

0.330.010.280.040.100.19(v / s)_i Volume / Saturation Flow Rate

0.390.390.390.390.500.50g / C, Green / Cycle
373737374848g_i, Effective Green Time [s]

3.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 959595959595C, Cycle Length [s]
CLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
32Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 15.48 15.48 15.48 13.57 13.57 13.57 42.54 25.62 25.62 35.09 29.14 29.14 Movement LOS B B B B B B D C C D C C
d_A, Approach Delay [s/veh] 15.48 13.57 26.71 29.21
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 24.19
Intersection LOS C
Intersection V/C 0.624
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
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33Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

I I I I I I I I

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0.184Volume to Capacity (v/c):

ALevel Of Service:

8.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 32111411235768681115578Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 32111411235768681115578Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
34Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

8.03Intersection Delay [s/veh]
AAAAApproach LOS

7.668.278.097.92Approach Delay [s/veh]

6.0010.8316.838.8895th-Percentile Queue Length [ft]

0.240.430.670.3695th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.070.130.180.11Degree of Utilization, x
834782867819Capacity per Entry Lane [veh/h]
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35Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.128Volume to Capacity (v/c):

ALevel Of Service:

7.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
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,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 351515725572251319709Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 351515725572251319709Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
36Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
+ + + +
AIntersection LOS

7.87Intersection Delay [s/veh]
AAAAApproach LOS

7.578.147.737.94Approach Delay [s/veh]

6.6410.348.0510.9795th-Percentile Queue Length [ft]

0.270.410.320.4495th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.080.120.100.13Degree of Utilization, x
858797843835Capacity per Entry Lane [veh/h]
/DQHV
,QWHUVHFWLRQ6HWWLQJV
37Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

0.036Volume to Capacity (v/c):

FLevel Of Service:
138.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
3040Pedestrian Volume [ped/h]
1367385437718490512994247Total Analysis Volume [veh/h]
3421014119512313723612Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1256355037117451472786743Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1256355037117451472786743Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
38Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with
1 I,-. 11,-. + +
FIntersection LOS

15.35d_I, Intersection Delay [s/veh]
FFAAApproach LOS

65.83120.820.960.40d_A, Approach Delay [s/veh]
149.66149.66149.66164.25164.25164.250.000.005.860.000.003.5095th-Percentile Queue Length [ft/ln]

5.995.995.996.576.576.570.000.000.230.000.000.1495th-Percentile Queue Length [veh/ln] FFF FFF AAB AAAMovement LOS

56.6892.2093.69100.41138.36134.450.000.0010.530.000.008.58d_M, Delay for Movement [s/veh]

0.260.080.460.070.040.830.000.000.070.000.010.04V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
39Hexagon Consultants
11/1/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-4)
Generated with

2040 PM