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<br /> 13/97 Traffic Engineering Serivces Inc. Page: 7 <br /> 55:02 890 N. Elm Grove Rd. Suite 211 <br /> Elm Grove, WI 53122 '-~~ <br /> (414)797-9097Fax(414)797-9098 ~~ <br /> ,~******** Dual Channel 15 Minute Final Report (page 2 of 2) ************** <br /> :e ID : WEST Start Date : Rov 3, 1997 Mon <br /> \fo 1 : End Date : Rov 7, 1997 Fri <br /> lfo 2 : Adj. Factor: 1. 00 <br /> ------------------------------------------------------------------------------ <br /> ALL DAYS AVERAGED <br /> ------------------------------------------------------------------------------ <br /> )ur 1- Hour 2- Hour Combined <br /> lrts 0 15 30 45 Total 0 15 30 45 Total Total <br /> ------------------------------------------------------------------------------ <br /> \M <br /> L2 20 27 23 22 92 12 13 24 20 68 160 <br /> 1 26 33 47 38 143 27 28 28 22 104 247 <br /> 2 53 55 49 40 197 20 29 34 35 117 314 <br /> 3 40 59 35 30 163 48 49 37 38 172 335 <br /> 4 30 33 38 42 142 50 43 49 44 185 327 <br /> 5 55 61 54 58 228 33 51 38 37 158 386 <br /> 6 76 51 43 50 220 48 41 39 39 167 387 <br /> 7 73 58 48 44 223 42 37 47 42 168 391 <br /> 8 57 43 45 34 188 48 35 43 42 178 366 <br /> 9 34 36 38 45 153 44 39 35 43 161 314 <br /> 10 41 36 38 43 158 46 48 45 52 192 350 <br /> 11 42 32 36 41 151 63 43 37 32 174 325 <br /> i. 30 22 26 30 107 46 36 30 41 152 259 <br /> 1 38 37 32 38 146 28 39 42 36 145 291 <br /> 2 33 29 27 26 115 31 36 30 27 124 239 <br /> 3 23 26 24 25 98 27 33 28 25 113 211 <br /> 4 20 23 27 26 97 30 30 26 34 120 217 <br /> 5 22 27 23 19 91 32 33 31 24 119 210 <br /> 6 23 23 28 35 109 17 18 20 17 71 180 <br /> 7 21 13 13 20 68 16 16 16 22 70 138 <br /> 8 17 27 29 35 109 23 22 16 39 101 210 <br /> 9 22 26 25 40 112 42 26 22 25 115 - 227 <br /> 10 26 28 23 36 112 20 19 18 17 74 186 <br /> 11 38 38 40 38 154 19 14 9 17 60 214 <br /> ------------------------------------------------------------------------------ <br /> TALS 52% 3292 48% 3068 6360 <br /> ERAGE 7.4 period 29.6 6.9 period 27.6 57.2 <br /> ak AM Hour is *** 5:15am to 6:15am *** <br /> Volume Lane 1 : 249 Lane 2 : 174 Combined: 422 <br /> Directional Split : 59% 41% <br /> Peak Hour Factor : 0.819 0.853 0.851 <br /> Peak I Day Total : 0.076 0.057 0.066 <br /> ak PM Hour is *** 1:00pm to 2:00pm *** <br /> Volume Lane 1 : 145 Lane 2 : 145 Combined: 291 <br /> ~ctional Split : 50% 50% <br /> Hour Factor : 0.954 0.863 0.945 <br /> P I Day Total : 0.044 0.047 0.046 <br />