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CCP 03-30-1998
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CCP 03-30-1998
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<br /> 13/97 Traffic Engineering Serivces Inc. Page:' 5 <br /> 50:51 890 N. Elm Grove Rd. Suite 211 <br /> 5r-(,s Elm Grove, WI 53122 <br /> (414)797-9097Fax(414)797-9098 <br /> *** Dual Channel 15 Minute *** . <br /> e ID : EAST Date : Nov 7, 1997 Fri <br /> fo 1 : Factor : 1. 00 <br /> fo 2 : <br /> Lane 1-Lane Subtract, Axle, /2 Lane 2-Lane Subtract, Axle, /2 <br /> ------------------------------------------------------------------------------ <br /> ur 1- Hour 2- Hour Combined <br /> rts 0 15 30 45 Total 0 15 30 45 Total Total <br /> ----------------------------------------------------------------------------- <br /> _"I <br /> ,2 1 0 0 0 1 0 0 0 0 0 1 <br /> 1 0 2 0 0 2 0 0 0 0 0 2 <br /> 2 1 0 0 0 1 1 0 0 0 1 2 <br /> 3 0 0 0 0 0 0 0 0 0 0 0 <br /> 4 0 0 0 0 0 0 0 0 0 0 0 <br /> 5 0 0 0 0 0 0 0 0 0 0 0 <br /> 6 0 0 1 0 1 0 0 0 0 0 1 <br /> 7 t> 3 12 11 32 4 17 27 26 74 106 <br /> 8 15 10 11 10 46 21 20 25 36 102 148 <br /> 9 14 14 18 16 62 19 20 19 14 72 134 <br /> 0 6 28 13 13 60 14 14 8 19 55 115 <br /> 1 19 21 1ti 22 78 24 20 1t> 27 "87 165 <br /> M <br /> 2 33 20 35 12 100 18 9 11 11 49 149. <br /> 1 28 23 28 19 98 20 16 11 8 55 153 <br /> 2 16 35 35 19 105 15 24 12 20 71 17t> <br /> 3 31 44 40 50 165 12 14 27 18 71 236 <br /> 4 47 40 59 50 196 14 8 20 16 58 254 <br /> 5 38 29 20 1 88 12 4 10 4 30 118 <br /> 6 i) 0 i) -0 i) i) 0 -0 i) -0 -0 <br /> 7 0 0 0 0 0 0 0 0 0 0 0 <br /> 8 0 2 1 0 3 0 0 1 0 1 4 <br /> 9 0 1 0 0 1 0 0 1 0 1 - 2 <br /> 0 0 0 1 -0 1 0 i) 1 -0 1 2 <br /> 1 0 0 0 1 1 0 0 0 1 1 2 <br /> ----------------------------------------------------------------------------- <br /> ALS 59% 1041 41% 729 1770 <br /> RAGE 10.8 period 43.4 7.6 period 3D.4 73. "8 <br /> k AM Hour is *** 11:00am to 12:00pm *** <br /> olume Lane 1 : 78 Lane 2 : 87 Combined: 165 <br /> irectional Split : 47% 53% <br /> eak Hour Factor : 0.886 0.806 0.842 <br /> eak / Day Total : 0.075 0.119 0.093 <br /> k PM Hour is *** 3:45pm to 4:45pm *** <br /> olume Lane 1 : 196 Lane 2 : 60 Combined: 256 <br /> irectional Split : 77% 23% <br /> eak Hour Factor : 0.831 0.750 0.810 . <br /> eak / Day Total : 0.188 0.082 0.145 <br />
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