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CCP 03-30-1998
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CCP 03-30-1998
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<br /> - -------------------------------- <br /> 13/97 Traffic Engineering Serivces Inc. Page:' 2 <br /> 55:02 890 N. Elm Grove Rd. Suite 211 <br /> ~tis Elm Grove, WI 53122 <br /> (414)797-9097Fax(414)797-9098 <br /> *** Dual Channel 15 Minute *** . <br /> : WEST Date : Nov 4, 1997 Tue <br /> e ID <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 /> _f.! <br /> 2 2 3 6 5 16 2 3 1 7 13 29 <br /> 1 2 2 3 4 11 1 0 2 2 5 16 <br /> 2 0 2 5 5 12 1 0 3 3 7 19 <br /> 3 10 3 3 6 22 1 4 0 7 12 34 <br /> 4 7 9 34 35 85 5 6 13 11 35 120 <br /> 5 67 79 97 85 328 16 17 19 14 66 394 <br /> 6 86 64 41 32 223 16 20 21 15 72 295 <br /> 7 42 62 51 40 195 25 20 48 22 115 310 <br /> 8 70 45 69 67 251 21 29 29 22 101 352 <br /> 9 52 81 55 36 224 53 38 28 42 161 385 <br /> 0 31 25 51 52 159 43 40 48 67 198 357 <br /> 1 43 33 42 52 170 68 46 44 52 210 380 <br /> ~ <br /> 2 44 31 47 65 187 95 60 54 104 313 500. <br /> 1 72 74 64 84 294 60 80 80 89 309 603 <br /> 2 79 67 58 70 274 60 52 45 56 213 487 <br /> 3 50 36 38 34 158 40 40 30 42 152 310 <br /> 4 32 41 48 42 163 64 67 55 84 270 433 <br /> 5 26 28 32 21 107 72 58 89 51 270 377 <br /> 6 28 23 19 11 81 29 36 42 24 131 212 <br /> 7 15 11 8 15 49 12 9 5 15 41 90 <br /> 8 7 13 10 7 37 9 7 3 2 21 58 <br /> 9 2 1 4 5 12 1 1 4 5 11 - 23 <br /> 0 1 1 2 0 4 1 0 0 0 1 5 <br /> 1 1 0 2 4 7 1 0 1 2 4 11 <br /> ----------------------------------------------------------------------------- <br /> ALS 53% 3069 47% 2731 5800 <br /> RAGE 32.0 period 127.9 28.4 period 113.8 241. 7 <br /> k AM Hour is *** 5:15am to 6:15am *** <br /> olume Lane 1 : 347 Lane 2 : 66 Combined: 413 <br /> irectional Split : 84% 16% <br /> eak Hour Factor : 0.894 0.868 0.890 <br /> eak / Day Total : 0.113 0.024 0.071 <br /> k PM Hour is *** 1:15pm to 2:15pm *** <br /> olume Lane 1 : 301 Lane 2 309 Combined: 610 <br /> irectional Split : 49% 51% <br /> eak Hour Factor : 0.896 0.868 0.882 . <br /> eak / Day Total : 0.098 0.113 0.105 <br />
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