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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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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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MEMORANDUM <br /> L TO: MR. BRIAN GRATTIDGE/ESA <br /> FROM: DAVID PETERS,PE,TE <br /> �. SUBJECT: CEMEX VERNALIS MINING SITE <br /> DATE: 5/28/2008 <br /> INTRODUCTION <br /> L <br /> This memorandum investigates the operating characteristics of the Welty / State Route 33 <br /> intersection in Vernalis, California as shown in Figure 1. The intersection is part of a <br /> ` proposed aggregate truck hauling route associated with a new proposed mining site in the <br /> area. The study focused on the following: <br /> t <br /> ;' • Turning radius and off-tracking — This analysis determines whether or not a truck <br /> can make turns at the intersection without wheel tracking off of the pavement and <br /> assumes an inbound and outbound truck is making the turns concurrently. Both a <br /> two-trailer haul truck and an asphalt tanker truck tum radius were used in this <br /> evaluation. <br /> L • Evaluation of Railroad Track Queuing — This analysis focused on the potential of <br /> trucks queuing away from the intersection and onto the adjacent railroad tracks. <br /> L • Sight Distance—Potential sight distance constraints were evaluated in this analysis. <br /> L <br /> • Acceleration / Deceleration Needs — This study identifies the potential needs for <br /> L acceleration or deceleration lanes for trucks making movements at the study <br /> _ intersection. <br /> L ANALYSIS <br /> LTurning Radius / QJLTrwking <br /> The study intersection was evaluated using the computer program AutoTum 6 and aerial <br /> L photos available from GoogleEarth. Additionally, a field visit was made on May 21, 2008 to <br /> verify existing conditions at the site. Both double trailer aggregate trucks and tanker trucks <br /> were evaluated. The tanker truck was simulated most closely by use of the STAA-STD truck <br /> L turning template. The estimated wheel tracking patterns for both trucks turning right onto <br /> southbound Welty and northbound trucks turning left onto State Route 33 are shown in <br /> Figure 2. The tanker truck template governed the analysis because the intermediate hinge <br /> Lpoint of the double aggregate trailers allows for tighter turning movements. The analysis <br /> L <br /> L <br />
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