page 2 



RUTHERFORD AVENUE AT CHELSEA STREET - 



1991 AM FEfti; HOUR - WITH TUBCR WHARF TRAFFIC ^^Mj 



dite:05-E5-198B tne:09:08:ES 



SATURATION FLOW ADJUSTHENT WORKSHEET 



DIR LN GROUP IDEAL N F«id Fhv Fgr Fpark Fbus Farea Frt Fit 



EB L 



EB TH-RT 1800 A 1.000 0.976 1.010 1.000 1.000 0.900 0.993 1.000 6338 



UB L 



UB TH 1800 3 1.000 0.976 0.990 1.000 1.000 0.900 1.000 1.000 '(69'( 



NB L 



KB TH 1800 2 1.033 0.976 0.990 l.OOC 1.000 0.900 l.OOC 1.000 SESA 



SB L 



1800 E 1.000 0.976 1.010 l.OOO 1.000 0.900 1.000 0.9E0 2937 



1800 2 1.000 0.976 0.990 1.000 l.OOC 0.900 1.000 0.920 EB79 



1800 1 1.000 0.976 0.990 1.000 1.000 0.900 1.000 0.950 l'tB6 



1800 2 l.OOC 0.976 1.010 1.000 1.000 0.900 1.000 0.920 2937 



SB TH-RT 1800 2 1 .000 0.976 1.010 1.000 1.000 0.900 0, 9*0 1.000 3002 



CAPACITY ANALYSIS WORKSHEET 



DIR LN GROUP v s v/s q'Z c v/c CRITICAL 



EB LT 997 2937 0.3A 0.37 1091 0.91 



EB TH-RT 2'(57 6338 0.39 0.37 2354 l.C » 



U6 LT 268 2E79 0.09 0.13 388 0.69 



KB TH 660 4694 0.14 0.13 



NB LT 78 1486 0.05 0.21 



N6 TH 705 3234 0.22 0.21 



SB LT 553 2937 0.19 0.18 



SB TH-RT 525 3002 0.17 0.18 



CYCLE=153.0 LCST=16.0 SUM V/S CRIT= 0.93 TOTAL V/C= 1.04 



LEVEL OF SERVICE WORKSHEET 



95X Q 



INTERSECTION DELAY = 59.80 INTERSECTION LOS=E 



THE CYCLE LENGTH WITHIN THE BOUNDS OF 100 TO 200 SECONDS 

 WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 150.0 SECONDS 



FOR A V/C RATIO OF .95 THE CYCLE SHOULD BE 976.4 SECONDS 



for chosen cycle length 150.0 



suggested tiling phase 1 is 55.6 sees green, 4.0 sees yello« + red dear 



suggested ti«ing phase 2 is 20.2 sees green, 4.0 sees yellon + red clear 



suggested tieing phase 3 is 27.0 sees green, 4.0 sees yellon + red clear 



suggested timng phase 4 is 31.2 sees green, 4.0 sees yelloM * red clear 



