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i <br /> I <br /> FIGURE 4.2 <br /> 1 <br /> ' TOWN OF"' CHAPEL HILL PLANNING DEPT . <br /> CRITICAL M O'v EM ENT ANA L'Y'S I S <br /> ERW I N ROAD AT WEAVER DAIRY ROAD <br /> DATE FEBRUARY 1984 <br /> ********************************** <br /> LEVEL OF SERVICE A <br /> SATURATION 1 <br /> CRITICAL N/S VOL 2 S45). <br /> CRITICAL E/W VOL O <br /> CRITICAL SUM 2306 <br /> LANE GEOMETRY <br /> NORTHBOUND MOV WIDTH MOV WIDTH MOV WIDTH LANE MOV DTH . <br /> 1 RTL 10.0 RTL 10.0 RL. 10.0 . . . <br /> 2 . . . " O . . . . . . . . <br /> 4 . . . . . . . . . . . . . . <br /> 5 . . . . . . . . . . . . . . • . • . <br /> 6 . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . <br /> TRAFFIC VOLUMES <br /> •NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> 0 <br /> LEFT RIG 2681 40 47 0 <br /> 0 40 148 0 <br /> - RIGHT <br /> TRUCKS (X) LOCAL BUSES (ON/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 1 <br /> SOUTHBOUND 5 0 <br /> EASTBOUND 0 1 <br /> • WESTBOUND • 5 0 1 <br /> PHASING EE//WW :1 . NEITHER TURN PROTECTED <br /> PEDESTRIAN ACTIVITY : 1 . 0 •- 99 (NPEDS/HR) <br /> CYCLE LENGTH : 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND UN <br /> B <br /> THRU -RIGHT 236 4 0 0 <br /> LEFT 0 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOU'T'HBOUND EASTBOUND WESTBOUND <br /> INPUT VOLUME 284 0 0 <br /> ADJUSTED VOL 172 0 0 <br /> CAPACITY 152 0 0 0 <br /> MOVEMENT NO OK OK OK <br />