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SU0014056
EnvironmentalHealth
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2600 - Land Use Program
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PA-2100031
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SU0014056
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Last modified
11/21/2022 9:36:37 AM
Creation date
4/7/2021 2:18:37 PM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014056
PE
2666
FACILITY_NAME
PA-2100031
STREET_NUMBER
3009
Direction
S
STREET_NAME
POCK
STREET_TYPE
LN
City
STOCKTON
Zip
95205-
APN
17912011, -13, -14
ENTERED_DATE
4/7/2021 12:00:00 AM
SITE_LOCATION
3009 S POCK LN
RECEIVED_DATE
7/6/2022 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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HCM 6th AWSC Timing Plan: AM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh 24.6 <br /> Intersection LOS C <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations r <br /> Traffic Vol,veh/h 26 144 9 21 118 105 7 114 50 151 164 38 <br /> Future Vol,veh/h 26 144 9 21 118 105 7 114 50 151 164 38 <br /> Peak Hour Factor 0.54 0.54 0.54 0.51 0.51 0.51 0.79 0.79 0.79 0.65 0.65 0.65 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 48 267 17 41 231 206 9 144 63 232 252 58 <br /> Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 2 1 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 1 2 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 2 2 2 1 <br /> HCM Control Delay 34.2 20.4 19.2 24.6 <br /> HCM LOS D C C C <br /> Lane NBLn1 NBLn2 EBLn1 WBLn1 WBLn2 SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 15% 15% 0% 100% 0% <br /> Vol Thru,% 0% 70% 80% 85% 0% 0% 81% <br /> Vol Right,% 0% 30% 5% 0% 100% 0% 19% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 7 164 179 139 105 151 202 <br /> LT Vol 7 0 26 21 0 151 0 <br /> Through Vol 0 114 144 118 0 0 164 <br /> RT Vol 0 50 9 0 105 0 38 <br /> Lane Flow Rate 9 208 331 273 206 232 311 <br /> Geometry Grp 7 7 6 7 7 7 7 <br /> Degree of Util (X) 0.023 0.495 0.769 0.627 0.428 0.557 0.689 <br /> Departure Headway(Hd) 9.336 8.591 8.351 8.287 7.486 8.637 7.982 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 384 419 434 436 482 418 454 <br /> Service Time 7.087 6.342 6.378 6.02 5.218 6.371 5.716 <br /> HCM Lane V/C Ratio 0.023 0.496 0.763 0.626 0.427 0.555 0.685 <br /> HCM Control Delay 12.3 19.5 34.2 24 15.7 21.7 26.7 <br /> HCM Lane LOS B C D C C C D <br /> HCM 95th-tile Q 0.1 2.7 6.5 4.2 2.1 3.3 5.1 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions-Non-Signal Mitigation Synchro 11 Report <br /> TJKM Page 3 <br />
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