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SU0014455
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FREWERT
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2600 - Land Use Program
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PA-2100228
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SU0014455
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Entry Properties
Last modified
7/18/2025 7:35:14 AM
Creation date
11/2/2021 10:16:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014455
STREET_NUMBER
212
Direction
W
STREET_NAME
FREWERT
STREET_TYPE
RD
APN
19123011, 12, 14
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
212 W FREWERT RD
Tags
EHD - Public
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HCM 6th AWSC Cumulative plus Project Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan: PM Peak <br /> Intersection <br /> Intersection Delay,slveh 180.2 <br /> Intersection LOS F <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations t r 4-, 4 if 4,- <br /> Traffic Vol,vehlh 95 397 210 67 431 80 290 82 121 75 74 75 <br /> Future Vol,vehlh 95 397 210 67 431 80 290 82 121 75 74 75 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0,92 0,92 0.92 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 103 432 228 73 468 87 315 89 132 82 80 82 <br /> Number of Lanes 1 1 1 0 1 0 0 1 1 0 1 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 3 1 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 2 3_ 1 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 2 1 1 3 <br /> HCM Control Delay 75.3 410.5 120.1 47 <br /> HCM LOS F F F E <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 78% 0% 100% 0% 0% 12% 33% <br /> Vol Thru,% 22% 0% 0% 100% 0% 75% 33% <br /> Vol Right,% 0% 100% 0% 0% 100% 14% 33% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 372 121 95 397 210 578 224 <br /> LT Vol 290 0 95 0 0 67 75 <br /> Through Vol 82 0 0 397 0 431 74 <br /> RT Vol 0 121 0 0 210 80 75 <br /> Lane Flow Rate 404 132 103 432 228 628 243 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 1.193 0.348 0.278 1.102 0.539 1.829 0.738 <br /> Departure Headway(Hd) 12.789 11.623 11.849 11.318 10.574 91.313 13.703 <br /> Convergence,YM Yes Yes Yes Yes Yes Yes Yes <br /> Cap 287 312 306 324 345 327 265 <br /> Service Time 10.489 9.323 9.549 9.018 8.274 9.013 11.403 <br /> HCM Lane VIC Ratio 1.408 0.423 0.337 1.333 0.661 1.92 0.917 <br /> HCM Control Delay 152.5 20.4 19 115.3 25 410.5 47 <br /> HCM Lane LOS F C C F C F E <br /> HCM 95th-tile Q 15.1 1.5 1.1 13.7 3 38.6 5.2 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />
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