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<br />e <br /> <br />e <br /> <br />e <br /> <br />TOTAL APPROACH VOLUMES AT T.H. 169/MAIN ST. INTERSECTION <br /> <br /> <br />C\I <br />N <br />g <br /><0 <br /> <br />1 <br /> <br /> <br />~ 839/863 <br /> <br />464/509 ---). <br /> I MAIN ST. <br /> 0'> <br /> (D ~ <br /> ,..- ,.... <br /> :z: .,.. <br /> ~ ~ <br /> co <br /> ,... <br /> <br />60/133 --.t <br />394/394 ~ <br /> <br />EXISTING <br />POST~DEVELOPMENT <br /> <br />',. <br /> <br />TURN MOVEMENTS AT CARSON ST.lMAIN ST. INTERSECTION <br />r-= <br />CI) <br /> <br />~.i;~~ <br />UJ ..-..... <br />a: \, - <br /> <br />(}~ l <br /> <br />Ii <br />XXlXX <br /> <br />JOHN C. WEICHT <br />AND ASSOCIATES <br /> <br />L 21/99 <br />~ 471/462 <br /> <br />N <br /> <br />MAIN ST. <br /> <br />t <br /> <br />NOT TO SCALE <br /> <br />FIGURE 4 <br />PM PEAK HOUR <br />TRAFFIC VOLUMES <br />WITH RIGHT IN/ <br />RIGHT OUT <br />ON T.H. 169 <br /> <br />ELK RIVER AUTO MALL <br />TRAFFIC ANALYSIS <br /> <br />00 BENSHOOF & ASSOCIATES, INC. <br />V lRAHSPORTAT.OHENGIHEER8ANOPLAHNf~8 <br /> <br /> <br />) <br /> <br />