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GENERAL39685
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Last modified
8/24/2016 7:59:04 PM
Creation date
11/23/2007 10:18:32 AM
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Template:
DRMS Permit Index
Permit No
M1987038
IBM Index Class Name
General Documents
Doc Date
9/24/1992
Doc Name
A TRAFFIC IMPACT ANALYSIS FOR GOSNEY AND SONS INC GRAVEL PIT EXPANSION
Media Type
D
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No
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<br />' and pick-up trucks). Additional vehicle volume and classification counts were <br />' made August 20, 1992 at the intersection of the site access road and CR 521 <br />for both CR 521 and the site access road. The vehicle classification is as <br />' follows: <br />Table I <br />1 VEHICLE CLASSIFICATION AT SITE ENTRANCE <br />t PC/PU 10 WHEELER' WATER COMB' <br />TRUCK TRUCK <br />' GOSNEY DRIVE 80.170 4.6% 0 15.3% <br />' 10 wheeler --large SU dump truck <br />Comb. Truck -- combination tractor trailer truck <br />1 <br />The traffic counts and the classification determination were made from 6:00 <br />am to 6:00 pm August 20, 1992 and are presented in Table II. An ADT was <br />estimated by considering a peak hour factor of 10.0. This yields a 24 hour <br />count of 1080 vehicles on CR 521 at the entrance to the site including the <br />Gosney and Sons site traffic. The County counted an ADT of 1049 vehicles on <br />March 18, 1991 south of US 160B. Since these locations are very close to each <br />other (less than 2 miles), it is assumed that the ADTs are comparable. With <br />this assumption, the total traffic growth rate is 0.18 percent per month or 2.19 <br />' percent per year. The ADT for CR 521 has varied widely over the past 10 <br />1 <br />' 7 <br />1 <br />
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