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CCP 03-30-1998
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CCP 03-30-1998
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<br /> L3797 Traffic Engineering Serivces Inc. Page: 1 <br /> 55:02 890 N. Elm Grove Rd. Suite 211 <br /> Elm Grove, WI 53122 ,,/6 5 <br /> (414)797-9097Fax(414)797-9098 <br /> . *** Dual Channel 15 Minute *** <br /> Date : Nov 3, 1997 Man <br /> a ID : WEST <br /> fa 1 : Factor : 1. 00 <br /> fa 2 : <br /> Lane 1-Lane Subtract, Axle, /2 Lane 2-Lane Subtract, Axle, /2 <br /> ----------------------------------------------------------------------------- <br /> '-lr 1- Hour 2- Hour Combined <br /> rts 0 15 30 45 Total 0 15 30 45 Total Total <br /> ----------------------------------------------------------------------------- <br /> 'I <br /> 2 <br /> L <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 5 <br /> 7 <br /> 3 0 0 0 0 0 <br /> j 0 1 28 41 70 0 1 12 25 38 108 <br /> J 42 34 36 57 169 34 33 14 20 101 270 <br /> 1 42 25 32 61 160 27 17 19 22 85 245 <br /> '1 <br /> i. 23 23 32 32 110 39 31 22 27 119 229 <br /> 58 46 25 32 161 _ 26 46 39 21 132 293 <br /> 2 37 38 30 30 135 30 71 43 38 182 317 <br /> 3 32 45 58 62 197 60 86 83 55 284 481 <br /> . 54 64 74 71 263 69 68 64 64 265 528 <br /> ~ <br /> , 68 88 73 55 284 77 86 54 60 277 561 <br /> 5 61 78 84 120 343 47 44 36 43 170 513 <br /> ! 58 32 24 32 146 50 53 55 71 229 375 <br /> 3 33 42 25 30 130 70 66 43 130 309 439 <br /> j 20 25 19 15 79 150 83 64 49 346 - 425 <br /> J 17 10 9 13 49 43 19 12 17 91 140 <br /> 1 10 10 13 4 37 7 6 2 2 17 54 <br /> ----------------------------------------------------------------------------- <br /> !l.LS 47% 2333 53% 2645 4978 <br /> ?-AGE 38.2 period 153.0 43.4 period 173.4 326.4 <br /> < AM Hour is *** 10:00am to 11:00am *** <br /> :Jlume Lane 1 : 169 Lane 2 : 101 Combined: 270 <br /> irectional Split : 63% 37% <br /> eak Hour Factor : 0.741 0.743 0.877 <br /> eak / Day Total : 0.072 0.038 0.054 <br /> < PM Hour is *** 4:30pm to 5:30pm *** <br /> :Jlume Lane 1 : 301 Lane 2 : 291 Combined: 592 <br /> iractional Split : 51% 49% <br /> e__Hour Factor : 0.855 0.846 0.851 <br /> e / Day Total : 0.129 0.110 0.119 <br />
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