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FIGURE 7.2 <br /> • <br /> -I-01,411s4 OP CHAP'S!.- H ILL — PL-A4d1•••4 I NI0 DEPT .. <br /> c I T I CAL. PiO L-A larsil E1VT A14ALYS I S <br /> -- APPRO�,JEC PROaECTE <br /> 4J EA4.�'E R C►A I DXR E R1,�J DATE MARCH 1985 <br /> ********************************** <br /> LEVEL OF SERVICE A <br /> SATURATION 29 <br /> CRITICAL N/S VOL SO <br /> CRITICAL E/W VOL 0 <br /> CRITICAL SUM 5 2 O <br /> ************************************* <br /> LANE GEOMETRY EASTBOUND WESTBOUND <br /> LANE MOV WIDTH <br /> NORTHBOUND MOV WIID HD MOV WIDTH MOV WIDTH <br /> 1 RT. 10.0 RL. 10.0 • • • • • • • <br /> LT. 10.0 , . • . . . .•• . <br /> . . <br /> a • • . • <br /> . • • . . . • • • • <br /> TRAFFIC VOLUMES WESTBOUND <br /> NORTHBOUND SOUTHBOUND EASTBOUND <br /> LEFT 510 0 0, 127 0 <br /> THRU 106 100 0 85 354 0 <br /> RIGHT <br /> TRUCKS (%) LOCAL BUSES (O/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 0 <br /> 5 0 1 <br /> SOUTHBOUND 5 0 1 <br /> EASTBOUND 5 0 1 <br /> WESTBOUND <br /> PHASING N/S c1 . NEITHER TURN PROTECTED <br /> E/W :1 . NEITHER TURN PROTECTED DS/HR> <br /> PEDESTRIAN ACTIVITY : 60 SECONDS <br /> CYCLE LENGTH <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> 194 o 0 <br /> THRU -RIGHT 520 1 � 0 <br /> LEFT 0 0 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> INPUT VOLUME 510 0 0 <br /> 0 44 <br /> ADJUSTED VOL 409 0 0 0 <br /> CAPACITY 326 NO OK <br /> MOVEMENT NO OK <br />