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REV91698
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REV91698
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Entry Properties
Last modified
8/25/2016 3:13:12 AM
Creation date
11/21/2007 11:14:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
3/7/2000
Doc Name
TRAFFIC STUDY
Type & Sequence
AM8
Media Type
D
Archive
No
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Cripple Creek 8 Victor Gold Mining Company Traffic Study <br />• Future Peak Hour Intersection Traffic <br />To estimate future peak hour conditions, several factors need to be considered. The <br />average daily traffic projected will yield an estimate for peak hour conditions understanding <br />that peak hour traffic is generally 8-12% of all day totals. Based on information obtained <br />from CCBV, mine employment-related traffic should increase until the year 2003 (when mine <br />employment peaks), but then decline very slightly (as employment tapers off) until the year <br />2013 when employment is reduced due to the anticipated cessation of operations. Projected <br />total employment is shown in Figure 7. <br />FIGURE 7 -Projected Mine Employment <br />• <br />Projected Mine Employment <br />a°° <br />750 <br />700 <br />250 <br />i <br />e <br />n <br />W 200 <br />O <br />C 150 <br />~Repular Employees <br />100 <br />50 <br />0 <br />1998 2000 2002 2006 2008 2009 2010 2012 2016 <br />Year <br />The increased production expected from Amendment No. 8 is also expected to cause an <br />increase with truck traffic associated with mine supply and operating needs, and is expected <br />to generate short-term increases in truck traffic associated with mobilization and construction <br />of expanded facilities. <br />For this study, existing access point traffic was used as a starting point. Additional vehicle <br />trips associated with employment and operational growth were added to yield total access <br />traffic. Background traffic on the intersecting roads was estimated at 10% of the projected <br />daily volume, and assigned using the observed directional distribution for background traffic <br />at each location. <br />• Utilizing this procedure, design hour traffic was estimated for the Ironclad entrance as shown <br />in Figures 8 8 9. <br />TranSystems Corporation -March 7, 2000 Page 16 <br />
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