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• <br /> FTGURE� 8.1. <br /> 0 65 <br /> T ObJMJ OF" CHAPEL_. KILL -- P L AININ I.N G DEPT. <br /> C R•I:T I. C,A L. MOVEMENT NA LY E I E <br /> us 1 5-x-50. 1 lERI,.J rN- A©©ED PROJECTS <br /> DATE MARCH 1985 <br /> **********************************- <br /> LEVEL- OF SERVICE E. <br /> SATURATI ON L 1. Si- <br /> . <br /> CRITICAL N/S VOL '71. 5 <br /> CRITICAL E/W VOL 1. 2.54 <br /> CRITICAL SUM 1. 969• <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 R . 12.0 <br /> 2 L... 12.0 L...- 12.0• T.. 12.0. T.. 12.0 <br /> 3 - . .••., r.Milk . . . ...... L. . 12.0 L. . 12.0 <br /> 4 v. . .•a. r.-s.. ..... .-...• .. . . .. . <br /> • ••. ♦.. 1'r. t. .•. .•.•• .. . •. •.. .. .• .• <br /> 6 • ••• ...a .: ... .. . . <br /> a••• • • ..- • • e .• • . <br /> TRAFFIC VOLUMES• <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LEFT 9' 374' 518 167 <br /> THRU 76, 66. 120.1 1049 <br /> RIGHT 20• 286 9. 329 <br /> TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 p 1 <br /> SOUTHBOUND 5. 0 1. <br /> EASTBOUND S• 0 1 <br /> WESTBOUND 5 0 1 <br /> 1 <br /> 1 PHASING N/S :3. BOTH- TURNS PROTECTED (NO OVERLAP) <br /> E/W :3. BOTH TURNS PROTECTED (NO OVERLAP) <br /> PEDESTRIAN ACTIVITY : 1 . 0 - 99 (#PEDS/HR) ' <br /> CYCLE LENGTH : 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> HRU -RIGHT 100 369 666 750 <br /> LEFT 0 346 504 117 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> 1 NPUT VOLUME 9 374 518 167 <br /> DJUSTED VOL 0 346 504 11? <br /> CAPACITY 0 0 0 0 <br /> MOVEMENT N/A N/A N/A N/A <br /> i <br />