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• <br /> • <br /> • <br /> FIGURE 4.3 <br /> T OR AN! 0 IF I T I CA L.L_N Oleo EM ENT RANA L_Y E I a ID E P T . <br /> C R <br /> NC E6 AT 1JE/W.JER DPI I R'Y• ROAC7 <br /> DATE FEBRUARY 1994 <br /> ' *********************•***•**********• <br /> LEVEL OF SERVICE A <br /> SATURATION .42 <br /> CRITICAL N/S VOL s es'9 <br /> • CRITICAL E/W VOL 1 .61 <br /> CRITICAL SUM 0 <br /> **********•****** •******************** <br /> . LANE GEOMETRY <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LANE • MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH <br /> I R. . 11 .0 RT. 11 .0 RTL 11 .0 RT. 11 .0 <br /> . 2 LT. 11 .0 L. . 11 .0 • . • . .. . . L. • 11 .0 <br /> 3 • • • . . • • . • • . . • • • • • . • • . • <br /> 4 • . • • . • . • SI • . . • • • • • • • • <br /> 5 • • . • • • . • • • • • • . • •.• • • • • <br /> 6 • • • • • • • ' • • • • • • • <br /> TRAFFIC VOLUMES <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> LEFT 4 55 0 147 <br /> THRU 448 207 1 4 <br /> RIGHT 128 2 5 141 <br /> TRUCKS (X) LOCAL BUSES (00/HR) PEAK HOUR FACTOR <br /> NORTHBOUND 10 0 <br /> SOUTHBOUND 10 0 1 <br /> EASTBOUND 10 0 1 <br /> WESTBOUND 10 0 1 . <br /> PHASING N/S :2. HEAVIEST TURN PROTECTED <br /> E/W :1 . NEITHER TURN PROTECTED <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 /> THRU —RIGHT 496 229 6 151 <br /> LEFT 0 63 0 <br /> LEFT TURN CHECK <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> INPUT VOLUME 4 55 <br /> ADJUSTED VOL 4 63 0 161 <br /> CAPACITY 330 0 0 i53 <br /> MOVEMENT OK N/A OK • NO <br />