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FIGURE 4.1 <br /> TOWN OF. CHAPEL... H I L.L. -- PLANN I IvG C3E PT 4 i <br /> CIR I T I CAL.. 1OtJEt 1ENT ANAL_Y'E I S <br /> US 1 5-5O 1 DATE FEBRUARY 964POAO <br /> ********************************** <br /> LEVEL OF SERVICE C <br /> SATURATION 45 <br /> CRITICAL N/S VOL 1 '9.3 <br /> CRITICAL E/W VOL 9'.42 <br /> CRITICAL SUM 1 3. 0 . <br /> ************************************* <br /> LANE GEOMETRY • <br /> NORTHBOUND SOUTHBOUND EASTBOUND H WESTBOU H <br /> . LANE MOV WIDTH MOV WIDTH <br /> RT. 12.0 RT. 12.0 <br /> 1 RT. 12.0 RT. 12.0 T. . 12.0 <br /> L. . 12.0 T. . 12.0 L. . 12.0 <br /> 3 0011 OW 2 L. . 12.0 L. . 12.0 <br /> • <br /> • . • • . • • OW <br /> 4 • • • • • o e • • • • • • • • • • • • • • <br /> TRAFFIC VOLUMES EASTBOUND WESTBOUND SOUTHBOUND <br /> LEFT 9 111 <br /> 37 268 32 <br /> 1201 1049 <br /> THRU 47 <br /> RIGHT 20 <br /> 87 9 1i6 <br /> TRUCKS (%) LOCAL BUSES 2/HR) PEAK HOUR FACTOR <br /> NORTHBOUND flUND 10 <br /> SOUTHBOUND 1 <br /> 10 2 <br /> EASTBOUND <br /> 10 0 1 <br /> UTHBOUND <br /> WESTBOUND i0 2 1 <br /> PHASING N/S :3. <br /> E/W :3. BOTH TURNS PROTECTED (NO OVERLAP) <br /> PEDESTRIAN ACTIVITY : 1 . 0 -- 99 (NPEDS/HR) <br /> CYCLE LENGTH : 60 SECONDS <br /> CRITICAL LANE VOLUMES BY MOVEMENT <br /> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND <br /> 702 UND WESTB 673 <br /> THRU —RIGHT 81 135 <br /> 240 0 <br /> LEFT 0 58 <br /> LEFT TURN CHECK <br /> NORTHBOUND <br /> SOUTHBOUND EASTBOUND WESTBOUND 111 26$ <br /> s <br /> INPUT VOLUME 9 260 0 <br /> ADJUSTED VOL 0 58 0 0 <br /> CAPACITY 0 0 N/A <br /> MOVEMENT <br /> N/A N/A N/A <br />