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054 <br /> • <br /> FIGURE 4.1 <br /> TObJP1 OF' CH,AiPE.L HILL_ --- PLettNII4I NG DEPT . <br /> C R I.T•I Cr4 L_ M QL J EM S1'rT 0241Nw4 L._Y S I' S <br /> US 1. S —SO 1 AT ERL I N1 ROAm <br /> DATE FEBRUARY 1984 <br /> *******•*************************** <br /> LEVEL OF SERVICE C. <br /> SATURATION 4605;0. <br /> CRITICAL N/S VOL 193 <br /> CRITICAL E/W VOL 9'42 <br /> CRITICAL STAN 1. It. Sts <br /> ************************************* <br /> LANE GEOMETRY <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH <br /> 1 RT. 12.0 RT.. 12.0 RT. 12.0 RT. 12.0 <br /> 2 L. .. 12.0 L... 12.0 T. . 12.0 T... 12.0 <br /> 3 • • • • r. . . .. . r•. L. • 12.0 L... 12.0 <br /> 4• ... • • • •• • •• • • • • . •••r <br /> 5 •-• • a• r•. rry . . . . • e • . . . • . . . . <br /> 6 • •• • as • a•..r • as • • • • • • r • •a• • <br /> TRAFFIC VOLUMES <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LEFT 9' 1.11 268 32 <br /> THRU 47 37 1201 1049 <br /> RIGHT 20 87 9 116 <br /> TRUCKS (X) LOCAL BUSES (#/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 10 2 1 <br /> SOUTHBOUND 10 <br /> 0 1 <br /> EASTBOUND 10 2 1 <br /> WESTBOUND 10 2 1 <br /> PHASING N/S 13. BOTH TURNS PROTEC1ED (NO OVERLAP) <br /> E/W :3. BOTH TURNS PROTECTED (NO OVERLAP) <br /> PEDESTRIAN! ACTIVITY : 1 . 0 -- 99 (#PEDS/HR) <br /> CYCLE LENGTH t 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> THRU —RIGHT 81 135 702 673 <br /> I LEFT <br /> 0 58 240 0 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND .•- <br /> INPUT VOLUME 9 111 268 32 <br /> ADJUSTED VOL 0 58 240- 0 <br /> CAPACITY 0 0 0 0 <br /> MOVEMENT N/A N/A N/A N/A <br />