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TOTAL APPROACH VOLUMES AT T.H. 169/MAIN ST INTERSECTION <br /> co <br /> a) <br /> CO <br /> co <br /> , Si, S <br /> <--- 839/863 <br /> 464/570 --> <br /> I ' <br /> MAIN ST. <br /> (:;) <br /> Co <br /> ti <br /> ± <br /> L <br /> I-: <br /> Co <br /> T <br /> TURN MOVEMENTS AT CARSON ST✓MAIN ST INTERSECTION <br /> CO <br /> z <br /> c n <br /> `o <br /> Q c • <br /> N- <br /> O <br /> E-1 4 t___\ <br /> 21/127 <br /> F-- 471/471 <br /> 60/133 <br /> 394/394 4 <br /> N <br /> MAIN ST. <br /> vu1r.r,.In <br /> EXISTING <br /> fPOST-DEVELOPMENT <br /> �XX/XX NOT TO SCALE <br /> rf!► <br /> rum."""""' <br /> FIGURE 3 <br /> JOHN C. WEICHT <br /> AND ASSOCIATES ELK RIVER AUTO MALL PM PEAK HOUR <br /> TRAFFIC ANALYSIS TRAFFIC VOLUMES . <br /> BENSHOOIAS, C. WITHOUT RIGHT IN/ <br /> '1/4., <br /> S., TRANS�OR7AIONENGINEERSANDPLANNRSF�ASSpcTElNRIGHT OUT <br /> ON T.H. 169 <br />