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MAR-01-1996 <br />FIIIaJAaaaaNUARY31, <br />CIA <br />d <br />CASE IV <br />16:43 TKDR <br />ROAD DESIGN MANUAL <br />laaz DESIGN POLICY AND CRITERIA <br />612 292 0083 P.05i05 <br />Figures 5.2,01 E & F <br />—7 d <br />CASE V <br />SIGHT DISTANCE AT INTERSECTIONS- LEFT -TURNING VEHICLES CASES IV and V <br />Figure 5.2,01E <br />7C <br />6c <br />5C <br />DESIGN <br />SPEED <br />4( <br />lqI <br />21 <br />f <br />r <br />f <br />/ <br />1 / <br />f <br />I <br />Pg� <br />� <br />r <br />�f <br />W [ I <br />63 <br />c j / <br />I <br />PAS 715R VEHICLES <br />/ <br />ISTOP CONTROL <br />ON APPHOACH <br />TO 2—LAN£ <br />HIGHWAY, <br />1 <br />I / f <br />r' <br />f <br />0 40.0 800 1200 1500 2000 2400 <br />SIGHT DISTANCE IFTI <br />CASE III , $APE SIGHT DISTANCE ALONG MAJOR HIGHWAY POR P VEHICLE CROSSING A <br />2 - LANE HIGHWAY FROM A STOP. <br />CASE IV SAFE SIGHT DISTANCE ALONG MAJOR HIGHWAY FQR P VEHICLE TURNING LEFT INTO <br />2 • LANE HIGHWAY ACROSS VEHICLE APPROACHING FROM LEFT. <br />CASE V - SAFE SIGHT DISTANCE ALONG MAJOR HIGHWAY FOR P VEHICLE TO TURN LEFT INTO <br />2 - LANE HIGHWAY AND ATTAIN AVERAGE RUNNING SPEED DEPORE BEING <br />OVERTAKEN BY VEHICLE APPROACHING FROM RIGHT WHICH REDUCES SPEED FROM <br />DESIGN SPEED TO AVERAGE RUNNING SPEED. <br />CASES IV and V <br />Figure 5.2,01 F <br />TOTRL P.05 <br />