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i <br /> FIGURE 8.1 <br /> I <br /> TOWN OP CHAPEL— HI EL—M L—ENTPLE INJ I' I DEPT.. <br /> CPITI CAL— 1P1C1 <br /> US i S_SC1 i ..EF L4 DATE MARCHDD C PF�C .3ECTE <br /> ********************************** <br /> LEVEL OF SERVICE E <br /> SATURATION 1 1 9 <br /> Tr <br /> CRITICAL N/S VOL 7 1 S <br /> • CRITICAL E/W VOL 1 2 5 <br /> • CRITICAL SUM 1 9'669 <br /> ************************************* <br /> LANE GEOMETRY <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LANE MOV WIDTH MOV WIDTH MOV 'WIDTH MOV WIDTH <br /> I RT. 12.0 RT. r <br /> 12.0 T. . 12.0 TT <br /> 2 2 L. . 12.0 T . 12.0 <br /> 3 O • • . . S • WOOS L. . 12.0 L. . 12.0 <br /> 4 . . . . . . . <br /> 6 • o • s O . • e • • r • . . • S a e <br /> TRAFFIC VOLUMES <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LEFT 9 374 518 167 <br /> THRU 76 66 1201 1049 <br /> RIGHT 20 286 9 • 329 <br /> TRUCKS (%) LOCAL BUSES (11/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 0 <br /> , <br /> SOUTHBOUND 5 0 1 1 <br /> EASTBOUND 5 0 <br /> WESTBOUND 5 0 1 <br /> PHASING N/S :3. BOTH TURNS PROTECTED (NO OVERLAP) <br /> E/W :3. T BOTH TURNS PROTECTED (NO OVERLAP) <br /> PEDESTRIAN ACTIVITY : 1 . 0 - 99 (10PEDS/HR) <br /> CYCLE LENGTH : 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> 'HRU —RIGHT 100 369 666 <br /> LEFT 0 346 504 • 117 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> NPUT VOLUME 9 374 518 <br /> ,DJUSTED VOL 0 346 504 1170 <br /> CAPACITY 0 0 0 <br /> MOVEMENT N/A N/A N/A N/A <br />