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SU0004094
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SU0004094
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Entry Properties
Last modified
10/27/2020 1:02:10 PM
Creation date
9/6/2019 10:43:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004094
FACILITY_NAME
QX-01-0002
STREET_NUMBER
36736
Direction
S
STREET_NAME
KOSTER
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
36736 S KOSTER RD
RECEIVED_DATE
1/8/2002 12:00:00 AM
QC Status
Approved
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SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS\K\KOSTER\36736\QX-01-02_PA-0200065\SU0004094\EIR 2004.PDF
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EHD - Public
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Page 2 <br /> northwesterly on SR 33 to Interstate 5 and further destinations. The haul route is presented <br /> in Figure 1. <br /> This memorandum presents the analysis, conclusions and recommendations related to the <br /> evaluation of the third haul route. The intersection of Welty Road and State Route 33 was not — <br /> included in the previous analysis and is included herein. The existing lane configurations at <br /> Welty Road and State Route 33 are presented in Figure 2. <br /> PROJECT TRAFFIC <br /> Table 1 presents daily and peak-hour project traffic volumes expected during peak summer <br /> months. <br /> Table 1 <br /> Project Trip Generation <br /> Daily Trips Daily Trips Total Peak Hour Peak Hour Total Peak <br /> Entering Exiting Daily Trips Trips Hour Trips <br /> Tris EnteringExitin <br /> 981 981 1,962 153 153 307 <br /> The anticipated project traffic volumes and distribution are shown in Figures 3 and 4. <br /> TRAFFIC ANALYSIS <br /> Existing traffic counts were taken at several local intersections surrounding the project area <br /> and were included in the previous study described above. Future traffic volumes within the <br /> study area were obtained from the San Joaquin County Council of Governments (SJCCOG) — <br /> travel demand model. These counts and projections were again utilized for these analyses. <br /> LEVELS OF SERVICE — <br /> Intersection level of service is a measure of the average delay experienced by vehicles at a <br /> particular intersection. Level of service characteristics for both unsignalized and signalized _ <br /> intersections are defined in the 2000 Highway Capacity Manual published by the <br /> Transportation Research Board and are presented in Tables 2 and 3. <br /> Table 2 — <br /> Level of Service Characteristics for Unsienalized Intersections <br /> Level of Service Description Average Vehicle Delay <br /> seconds <br /> A Little or no delay. 0-10 <br /> B Short traffic delays. >10-15 <br /> C Average traffic delays. >15-25 <br /> D Long traffic delays, >25-35 <br /> E Very long traffic delays. >35-50 <br /> F Stop-and-go conditions. >50 <br />
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