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• <br /> - FIGURE 7.2 . <br /> •T OWN OF CHAPEL H I' L.I— -- PLr.,ANN I NG DEPT .. <br /> . OM i T I CFltdL. P1 Okoi EM ENT A■1∎4 L.Y S X $ <br /> WE J.J•ER D I I RY./ERW X N' — 04PPR04.00EO PRO.JE.CTS <br /> DATE MARCH 1985 <br /> *********************** .********** <br /> LEVEL OF SERVICE F4 <br /> SATURATION 2.9 <br /> . CRITICAL N/S VOL :S20- <br /> CRITICAL E/W VOL C <br /> CRITICAL SUM. 520' <br /> ************************************* <br /> LANE GEOMETRY <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LANE MOV WIDTH NOV WIDTH- MOV WIDTH MOV WIDTH <br /> 4n <br /> £,' 1- LTr 10.0 RT. 10-•0: RL.- 10.0 <br /> 2 • • •• . . . r <br /> 3. . . • r.er • Pw r .P 4• .. • • •-1. <br /> 4 • e P O P e P <br /> e•rr P••PS • er• .-P rP • • .• • • Pa <br /> 5 <br /> • s.• ar.rr •- .s• r•.... r• • e• s•. <br /> �( r P•: r r <br /> •+ rr r ♦O••••: PPP . r.♦r ... P• P e <br /> . . . • • • • <br /> TRAFFIC' VOLUMES <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LEFT 51.0 <br /> THRU 106 100 127 . <br /> 0 <br /> RIGHT 0 0 <br /> 0 85' 354- 0 <br /> TRUCKS 00 LOCAL BUSES t0/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 . 0 1 <br /> SOUTHBOUND 5 0 1 • <br /> EASTBOUND 5 0. <br /> WESTBOUND 5 1 <br /> 0 L <br /> PHASING N/S :1 .. NEITHER TURN PROTECTED <br /> E/W. :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 <br /> THRU —RIGHT 520 194 p <br /> L LEFT 0 0 44 0 <br /> 0 <br /> LEFT TURN CHECK <br /> • <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> INPUT VOLUME 510 0 127 p <br /> ADJUSTED VOL 409 0 44 p <br /> CAPACITY 326 0 • 0 0 <br /> MOVEMENT NO OK NO OK <br />