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SU0007300
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2600 - Land Use Program
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QX-89-0002
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SU0007300
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Last modified
10/29/2020 3:08:38 PM
Creation date
9/9/2019 9:06:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007300
PE
2656
FACILITY_NAME
QX-89-0002
STREET_NUMBER
26292
Direction
E
STREET_NAME
RIVER
STREET_TYPE
RD
City
ESCALON
APN
24722019
ENTERED_DATE
7/29/2008 12:00:00 AM
SITE_LOCATION
26292 E RIVER RD
RECEIVED_DATE
7/28/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\R\RIVER\26292\QX-890002\SU0007300\CORRESPOND.PDF
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EHD - Public
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i , Two-Way Page 1 of 2 <br /> TWO-WAY TWO-LANE HIGHWAY SEGMENT WORKSHEET <br /> General Information Site information <br /> t~. Analyst Peter Costa Highway Santa Fe Rd <br /> Agency or Company ESA From/To Nall Rd to Henry Rd <br /> Date Performed 3/77/2011 Jurisdiction San Joaquin County <br /> Analysis Time Period 9:00 PM-10:00 PM Analysis Year 2011 <br /> - Project Description: 211086-Munn&Perkins Quarry Project <br /> Input Data <br /> F Class I highway D Class II highway <br /> ' -. r_ Sfioutrter srjdtlz rt tt;; Terrain F'; Level r-1 Rolling <br /> i — <br /> Lem_tnidth tt Two-way hourly volume 157vehlh <br /> Lam vridih tI Directional split 51149 <br /> Peak-hour factor,PHF 0.94 <br /> `Shoukferyddttt tt No-passing zone 95 <br /> gieeyflm4rArroea. %Trucks and Buses,PT 3% <br /> Seginertt^lerx�th �i . mi <br /> /,Recreational vehicles,PR 01/. <br /> Access points/mi y <br /> t. Average Travel Speed <br /> Grade adjustment factor,fG(Exhibit 20-7) 1.00 <br /> Passenger-car equivalents for trucks,ET(Exhibit 20-9) 1.0 <br /> Passenger-car equivalents for RVs,ER(Exhibit 20-8) 1.0 <br /> Heavy-vehicle adjustment factor,fHv-11(1+P-r(ET 1)+PR(ER-1)) 1.000 <br /> Two-way flow rate',vp(pc/h)=V!(PHF"fG'fHv) 167 <br /> v `highest directional split proportion2(pc/h) 85 <br /> Free-Flow Speed from Field Measurement Estimated Free-Flow Speed <br /> Field Measured speed,SFM mi/h Base free-flow speed,BFFSFM 55.0 mi/h <br /> Add,for lane width and shoulder width3,fps(Exhibit 1.3 mi/h <br /> r" Observed volume,Vf veh/h 20-5) <br /> Free-flow speed,FFS FFS=SFM+0.00776(Vfl fHv) ml/h Adj.for access points,fA(Exhibit 20-6) 0.3 mi/h <br /> Free-flow speed,FFS (FSS=BFFS-fps fA) 53.5 mr/h <br /> {-` Adj.for no-passing zones,fnp(mi/h)(Exhibit 20-11) 2.7 <br /> Average travel speed,ATS(mi/h)ATS=FFS-0.00776vP fop 49.4 <br /> Percent Time-Spent-Following <br /> I <br /> Grade Adjustment� factor,fG(Exhibit 20-8) 1.00 r , <br /> Passenger-car equivalents for trucks,ET(Exhibit 20-10) 1.0 <br /> Passenger-car equivalents for RVs,ER(Exhibit 20-10) 1.0 <br /> Heavy-vehicle adjustment factor,fHv=11(1+PT(ET 1)+PR(EH-1)) 1.000 <br /> Two-way flow rater,vp(pc/h)=V/(PHF'fG-fHV) 187 + <br /> � 1 <br /> v "highest directional split proportion2(pcth) 85 <br /> Base percent time-spent-following,BPTSF(%)=100(1-e-0.000879vp) 13.7 j <br /> Adj.for directional distribution and no-passing zone,tip(%)(Exh.20-12) 21.4 <br /> Percent time-spent-following,PTSF(%)=B PTSF+f dlnp 35.0 <br /> Level of Service and Other Performance Measures <br /> Level of service,LOS(Exhibit 20-3 for Class I or 20-4 for Class II) C <br /> r:, Volumo to capacity ratio,vtc=Vp/3,200 0,05 <br /> Peak 15-min veh-miles of travel,VMT15(veh-mt)=0.251t(V/PHF) 38 <br /> 5 <br /> = file://C:1Documents and Settingslpmc\Loeal Settin slTem Is2k1C8.tm 3/21/2011 <br /> g P P <br />
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