pane E 



RUTHERFORD AVENUE AT ROUTE 1 RftlPS 

 1991 NC BUILD PH PEAK HOUR 

 date:05-E5-1938 tii?:10:09;'t6 



SATURATION FLOW ADJUSTMENT WORKSHEET 



DIR LK GROUP IDEAL N Fmd Fhv Fgr Fpark Fbus Farea Frt Fit s 



EB TH 1800 3 1.000 0.976 1.010 1.000 1.000 0.900 1.000 1.000 i(7B9 



EB RT 1800 E 1.000 0.976 1.010 1.000 1.000 0.900 0.750 1.000 E39i. 



UB LT 1800 1 1.000 0.976 0.990 1.000 1.000 0.900 1.000 0.950 l't86 



UB TH 1800 3 1.000 0.976 0.990 1.000 1.000 0.900 1.000 1.000 i^m 



NB LT 1800 1 1.000 0.976 1.010 1.000 1.000 0.900 1.000 0.950 1516 



NB RT 1800 S 1.000 0.976 1.010 1.000 1.000 0.900 0.750 1.000 239;. 



CAPACITY ANALYSIS WORKSHEET 



DIR LN GROUP v s v/s g/C c v/c CRITICAL 



EB TH 7BE 't7B9 0.16 C.K 67«( 1.16 



EB RT 677 E39'. 0.E8 0.3E 763 0.89 » 



HB LT 673 1486 0A6 0.51 765 0.89 ♦ 



WB TH 856 469^ 0.18 0.7^1 3467 0,S5 



NB LT 167 1516 0.11 0.09 m 1.16 



NB RT 9EB 22% 0.33 0.69 1658 0.56 



CYCLE= 60.0 LCSTMO.O SUK V/S CRIT= d.Ti TOTAL V/C= 0.89 



LEVEL OF SERVICE WORKSHEET 



THE CYCLE LENGTH WITHIN THE BOUNDS OF 60 TO 180 SECONDS 

 WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 60.0 SECONDS 



FOR A V/C RATIO OF .95 THE CYCLE SHOULD BE 44.9 SECONDS 

 THE EXISTING TIMING IS OPTIMAL 



