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062 <br /> • FIGURE 7.1. . <br /> -TOWN• OP CHAPEL.. HI L.L.. -- P L..ANN INIG C)E EPT . <br /> CR I T'I C. L. MO',.)E11ENT 1:21NF11._Y$ I S <br /> S 1 E--SO 1 ./ERI..J IN ROA0 APPR0I.JE© PRO,SECTE <br /> DATE MARCH 1985 <br /> LEVEL OF SERVICE E <br /> SATURATI ON 1. 0 91 <br /> CRITICAL N/S VOL 4,25 <br /> CRITICAL E/W VOL 3. 1. 46'7 <br /> CRITICAL SUM 1 7942. <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.a <br /> 2. L.-... 12.0 L.... 12.0 T... 12.0 T.. 12.0 <br /> 4 3 •r• • • •• FFF •'.• F L. . 12.0 L.• 12.0 <br /> . FF ...... .. . .•. ►. <br /> 5 . .. • ..• .•••O s,..♦• <br /> 6 • • F • F•-•. •-. . ••F• •• <br /> TRAFFIC VOLUMES- <br /> NORTHBOUND - SOUTHBOUND EASTBOUND WESTBOUND <br /> LEFT <br /> THRU 67 335" 483 136. <br /> RIGHT 20 57 1201 1049• <br /> 251 236 <br /> TRUCKS C%) LOCAL BUSES ($/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 5 0 _ 1 <br /> SOUTHBOUND 5 a <br /> EASTBOUND 5 1 <br /> WESTBOUND 0 1 <br /> 5 0 <br /> 1 <br /> PHASING N/S :3• BOTH TURNS PROTECTED (NO OVERLAP) <br /> E/W s3• BOTH TURNS PROTECTED (NO OVERLAP) <br /> PEDESTRIAN ACTIVITY s• 1 . 0 — 99 (*PEDS/HR) <br /> CYCLE LENGTH s 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> All —RIGHT 91 322 666 <br /> LEFT 0 303 466 83 <br /> 83 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> JPUT VOLUME 9 " 335 483 <br /> •JUSTED VOL 0 303 " 136 <br /> :APACITY 0 0 466 <br /> 83 <br /> •OVEMENT N/A N/A N/A 0 <br /> 0 <br /> N/A <br />