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SU0014056
EnvironmentalHealth
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2600 - Land Use Program
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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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SJGOV\lsauers
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EHD - Public
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HCM 6th AWSC Timing Plan: AM Peak <br /> 5: Pock Ln & Togninali Ln 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh16.1 <br /> Intersection LOS C <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations '+ <br /> Traffic Vol,veh/h 80 1 74 91 6 144 34 125 51 83 146 37 <br /> Future Vol,veh/h 80 1 74 91 6 144 34 125 51 83 146 37 <br /> Peak Hour Factor 0.65 0.65 0.65 0.73 0.73 0.73 0.68 0.68 0.68 0.66 0.66 0.66 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 123 2 114 125 8 197 50 184 75 126 221 56 <br /> Number of Lanes 1 1 0 0 1 0 0 2 0 0 2 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 2 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 2 2 1 2 <br /> HCM Control Delay 12.7 21.8 13.3 15.5 <br /> HCM LOS B C B C <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 35% 0% 100% 0% 38% 53% 0% <br /> Vol Thru,% 65% 55% 0% 1% 2% 47% 66% <br /> Vol Right,% 0% 45% 0% 99% 60% 0% 34% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 97 114 80 75 241 156 110 <br /> LT Vol 34 0 80 0 91 83 0 <br /> Through Vol 63 63 0 1 6 73 73 <br /> RT Vol 0 51 0 74 144 0 37 <br /> Lane Flow Rate 142 167 123 115 330 236 167 <br /> Geometry Grp 7 7 7 7 6 7 7 <br /> Degree of Util (X) 0.298 0.327 0.276 0.219 0.641 0.49 0.322 <br /> Departure Headway(Hd) 7.562 7.057 8.068 6.845 6.995 7.461 6.946 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 474 509 444 523 515 482 517 <br /> Service Time 5.321 4.816 5.828 4.605 5.048 5.216 4.701 <br /> HCM Lane V/C Ratio 0.3 0.328 0.277 0.22 0.641 0.49 0.323 <br /> HCM Control Delay 13.5 13.2 13.9 11.5 21.8 17.2 13 <br /> HCM Lane LOS B B B B C C B <br /> HCM 95th-tile Q 1.2 1.4 1.1 0.8 4.5 2.7 1.4 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 5 <br />
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