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CCP 03-30-1998
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CCP 03-30-1998
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<br /> 13i97 Traffic Engineering Serivces Inc. Page: 6 <br /> 50:51 890 N. Elm Grove Rd. Suite 211 >?{(S <br /> Elm Grove, WI 53122 <br /> (414)797-9097Fax(414)797-9098 <br /> *4If******** Dual Channel 15 Minute Final Report (page 1 of 2) ************** <br /> ,e ID : EAST Start Date : Nov 3, 1997Hon <br /> ~fo 1 : End Date : Nov 7, 1997 Fri <br /> .fo 2 : Adj. Factor: 1. 00 <br /> ._---------------------------------------------------------------------------- <br /> ALL DAYS COMBINED <br /> .----------------------------------------------------------------------------- <br /> Jur 1- Hour 2- Hour Combined <br /> ,rts 0 15 30 45 Total 0 15 30 45 Total Total <br /> .----------------------------------------------------------------------------- <br /> eM <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 1 2 1 0 1 0 2 4 <br /> 3 0 0 0 0 0 0 0 0 0 0 0 <br /> 4 0 0 0 0 0 0 2 0 0 2 2 <br /> 5 0 0 0 0 0 0 0 0 0 0 0 <br /> 6 0 5 1 3 9 0 0 1 1 2 11 <br /> 7 19 27 41 44 131 35 55 95 140 325 456 <br /> 8 47 44 57 43 191 108 100 97 149 454 645 <br /> 9 49 48 71 51 219 67 76 47 60 250 469 <br /> 0 51 109 65 71 296 103 79 77 98 357 653 <br /> 1 72 112 80 83 347 106 66 74 99 345 692 <br /> 'M <br /> - 139 106 130 96 471 80 76 74 64 294 765 <br /> 108 104 99 100 411 _ 73 75 47 54 249 660 <br /> 2 102 161 159 96 518 68 71 51 59 249 767 <br /> 3 123 149 202 195 669 62 78 81 79 300 969 <br /> 4 165 150 230 183 728 72 78 75 85 310 1038 <br /> 5 169 138 88 25 420 83 80 76 22 261 681 <br /> 6 27 25 17 16 85 19 22 14 19 74 159 <br /> 7 18 9 15 13 55 6 6 3 5 20 75 <br /> 8 0 2 1 1 4 0 0 1 1 2 6 <br /> 9 5 1 2 1 9 4 0 1 0 5 - 14 <br /> 0 3 0 1 2 6 4 0 1 2 7 13 <br /> 1 0 0 1 2 3 0 0 0 2 2 5 <br /> .----------------------------------------------------------------------------- <br /> 'ALS 57% 4577 43% 3510 8087 <br /> RAGE 47.7 period 190.7 36.6 period 146.3 337.0 <br /> ~k AM Hour is *** 11:00am to 12:00pm *** <br /> 'olume Lane 1 : 347 Lane 2 : 345 Combined: 692 <br /> irectional Split : 50% 50% <br /> eak Hour Factor : 0.775 0.814 0.951 <br /> 'eak / Day Total : 0.076 0.098 0.086 <br /> ,k PM Hour is *** 4:15pm to 5:15pm *** <br /> 'olume Lane 1 : 732 Lane 2 : 321 Combined: 1053 <br /> lirectional Split : 70% 30% <br /> '_ Hour Factor : 0.796 0.944 0.863 <br /> , / Day Total : 0.160 0.091 0.130 <br />
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