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<br />' Table II <br />' TRAFFIC COUNT DATA FOR GOS NEY GRAVEL PIT EXPANSION PROJECT <br /> COUNT DATE : AUGUST 20, 1992 ANALYSIS DATE: AUGUST 31, 1992 <br />' COUNTY ROA D 52LGOSNEY ACCESS RD BRIGHT & HAMILTON ENGINEERS <br /> TIME PC/PU 10 WHEELER WATER TRUCK COMB. TRUCK TOTAL <br /> 521 GOS DR 521 GOS DR 521 COS DR 521 GO5 DR TRAFFIC <br /> 6.7 12 87 5 104 <br /> 7-8 17 16 3 4 40 <br /> 8-9 16 14 4 1 B 43 <br /> 9-]0 40 16 5 ] 8 70 <br /> 10-11 22 5 4 1 2 34 <br /> ]1-12 32 13 1 1 9 2 4 57 <br /> 12-1 3-0 15 4 3 56 <br /> 1-2 22 7 2 2 3 2 3 41 <br />' 2-3 36 9 5 ] 7 SR <br />~ <br /> 3~ 30 18 1 4 1 2 56 <br /> 4-5 25 ]0 2 1 38 <br />' , 5-6 5] <br />80% OF TRAFFIC fit <br />IN <br />OSNEY SIT <br />IS F <br />IN 1 <br />GR <br />T ] 3 <br />C <br />N <br />TR <br />F 108 <br /> G <br />E <br />L . <br />EN . TNA <br />& <br />O <br />S <br />FIC <br />' <br />'~ TTIS 337 <br />TOTAL LESS 262 4 3 39 0 ]0 50 705 <br /> FLINT 547 53 4 3 39 0 50 10 705 <br />' AVGMR 28.] <br />PEAK 21.8 .3 .3 3.3 0 .8 4.2 <br /> HR 51 87 2 2 5 0 2 8 <br />' PEAK Hli FACTOR = 10 ADT = 1,080 <br /> PPERCENT OF <br /> CR 5`2] 85.5 .6 6.6 7.8 100 <br />' I'F.RCENT OF <br /> COS DR 80.1 4.6 0.0 15.3 100 <br />years, and the recent ADT is fairly low (1049 for 1991) compared to an ADT <br />of 1517 for 1985. The current ADT of 1080 is still fairly low compared to 1985 <br />levels. Based upon these facts and to be consistent with the growth rates on <br />other arterial County roads, an average annual growth rate of 39o is used for <br />' the background traffic on CR 521. <br />8 <br /> <br />