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FIGURE 8.2 • <br /> • T OWBV O P C HP"P"E I.-�O�EM�f�lT P�t�lf'�r I...Y'S I S pep-1r . <br /> C R I T I C~AL' . <br /> WE AVE R C7t I Ry"}'"ERW I hJ v=v D C>E C> pYRO EGT <br /> DATE MARCH 19135 <br /> ********************************** <br /> LEVEL OF SERVICE 04 <br /> SATURAT I ON 2) 1 <br /> CRITICAL N/S VOL 5 5 CI <br /> CRITICAL E/W VOL O <br /> CRITICAL SUM 55i <br /> ************************************* <br /> LANE GEOMETRY <br /> NORTHBOUND SOUTHBOOUND EASTBOUND WESTBOUND <br /> LANE NOV WIDTH MOV <br /> 1 LT. 10.0 RT. 10.0 RL. 10.0 • • • • • • • <br /> r • • • • • • • . • . . <br /> 3 • • . • • • • • • • • • • • <br /> 5 OSO SOO , • . . . . . . . . . <br /> . . . . . . . . . r r . . . <br /> ■ <br /> TRAFFIC VOLUMES <br /> NORTHBOUND SOUTHBOUND . EASTBOUND WESTBOUND <br /> 0 <br /> LEFT 529 <br /> 16 104 140 0 <br /> •THRU <br /> RIGHT 0 94 364 0 <br /> TRUCKS (X) LOCAL BUSES (O/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 0 1 <br /> SOUTHBOUND 5 0 1 <br /> EASTBOUND 5 0 1 <br /> WESTBOUND 5 0 1 <br /> PHASING E/W :1 . NEITHER TURN PROTECTED <br /> PEDESTRIAN ACTIVITY : 1 . 0 - 99 (OPEDS/HR) <br /> CYCLE LENGTH : 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> THRU -RIGHT 550 207 0 <br /> LEFT 0 0 126 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> INPUT VOLUME 529 0 0 <br /> ADJUSTED VOL 429 0 126 0 <br /> CAPACITY 343 0 0 <br /> MOVEMENT NO OK NO OK <br /> '.4 <br />