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TOTAL APPROACH VOLUMES AT T.M. 169/MAIN ST INTERSECTION 1 <br /> f <br /> ao <br /> 0) <br /> c0 <br /> 0 <br /> W <br /> E--- 839/863 <br /> 464/570 -! <br /> I ' MAIN ST. <br /> T- t . <br /> ± '' <br /> H <br /> c0 <br /> TURN MOVEMENTS AT CARSON ST✓MAIN ST INTERSECTION <br /> Co <br /> z <br /> co <br /> • d M N <br /> U <br /> Q cO ti <br /> ,I 4 <br /> t___ 21/127 <br /> -- 471/471 <br /> 60/133 <br /> 394/394 > <br /> IN <br /> .ww.� <br /> MAIN ST. <br /> e%(fefSI.IA <br /> 7 EXISTING <br /> ('- POST-DEVELOPMENT <br /> XX/XX NOT TO SCALE <br /> JOHN C. WEIGHT FIGURE 3 <br /> AND ASSOCIATES ELK RIVER AUTO MALLIM <br /> PEAK HOUR <br /> II wTRAFFIC ANALYSISTRAFFIC VOLUMES <br /> BENSHOOF ASSOCIATES,INC. WITHOUT RIGHT IN/ <br /> TRANSDORTrioNENGINEERSANOPLANNERS RIGHT OUT <br /> `„ ON T.H. 169 <br />