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<br />. <br /> <br />. <br /> <br /> <br />TOTAL APPROACH VOLUMES AT T.H. 169/MA1N ST. INTERSECTION <br /> <br /> <br />OJ <br />(J) <br />CD <br />- <br />I::: <br /><D <br /> <br />.~ <br /> <br /> <br /><E-- 839/863 <br /> <br />r MAIN ST. <br />gs <br />,..... <br />.,... <br /> <br />i:: <br /> <br />co <br />or- <br /> <br />TURN MOVEMENTS AT CARSON ST.lMAIN Sr: INTERSECTION <br />f-= <br />C/) <br />z <br />o ,..... CD <br />C/) (") r"- <br />oc ~ ~ <br />~ <D r"- <br /> <br />()~ L <br />. L 21/127 <br />~ 471/471 <br /> <br />~ <br /> <br />xX/Xx <br /> <br />464/570 -7 <br /> <br />0> <br /><0 <br />.,..... <br /> <br />::c <br />~ <br /> <br />60/133 --.t <br />394/394 ~ <br /> <br />e\t't.....::e..I~ <br /> <br />EXISTING <br /> <br />POST-DEVELOPMENT <br /> <br />,. <br /> <br />JOHN C. WEICHT <br />AND ASSOCIATES <br /> <br />) <br /> <br />N <br /> <br />MAIN ST. <br /> <br />NOT TO SCALE <br /> <br />FIGURE 3 <br />PM PEAK HOUR <br />TRAFFIC VOLUMES <br />WITHOUT RIGHT IN! <br />RIGHT OUT <br />ON T.H. 169 <br /> <br />OJ BENSHOOF &. ASSOCIATES, INC. <br />'U' TRAHS~ORTA~IOH ENGIHEERSAHO PLANNERS <br /> <br />ELK RIVER AUTO MALL <br />TRAFFIC ANALYSIS <br />