tcje d 



RUTHERTjF.C AVENUE AT CHELSEA STREET - 



19?1 P« peas; hour with TUDOR KHARF ^'/HbJu^rv 



tidte:C5-S7-19aB tiB»:15:47:ES 



SfiTLiRhTIDN FLOk ACJUSTfiENT WORKSHEET 



DIR LK SROUP IDEAL N Fnk) Fhv Fgr FDarl: Fbus Fares Frt Fit 5 



EE LT 1300 E 1.000 0.976 I.OIC 1.000 1.000 0.900 1.000 0.92C E937 



EE TH-RT 1800 i. 1.000 0.974 1.010 1.000 1.000 0.900 C. 990 1.000 i3El 



\ii LT 1800 2 1.000 0.97o 0.990 1.000 l.OOC 0.900 1. 000 0.9E0 E879 



UB TH 1300 3 1.000 0.976 0.990 1.000 1.000 0.900 1.000 1.000 ^69^* 



NB LT 1800 I 1.000 0.976 0.990 1.000 1.000 0.900 1.000 0.950 Mi, 



NB TH 1800 E 1.033 0.976 0,990 1.000 1.000 0.900 1.000 1.000 SES^t 



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



SB TH 1800 1 1.000 0.976 1.010 1.000 1.000 0.900 1.000 1.000 1596 



SB RT 1800 1 1.000 0.976 1.010 l.OOC l.OOC C.90G 0.E5C 1.000 1357 



CAPACITY ANALYSIS WORKSHEET 



DIR LN SRC'JP V 5 v/5 g/C c v/c CRITICAL 



EB LT h<t1 E737 0.15 0.17 509 0.88 



EB TH-RT 1E16 6321 0.19 0.17 1096 1.11 » 



WB LT 785 £879 0.27 0.31 897 0.88 



WE TH 1621 't69<t 0.35 0.31 1^62 1.11 i 



NB LT 53 1486 O-O^t 0.12 181 0.29 



NB TH 1^23 323<t O.K O.IE 395 1.11 ♦ 



SB LT 512 1516 0.34 0.30 461 1.11 » 



SB TH 525 1596 0.33 0.30 486 1.08 



SB RT 525 1357 0.39 0.48 64S 0.81 



CYCLE=1BO.O LCST=16.0 SUK V/3 CRIT= 1.01 TOTAL V/C= 1.11 



LEVEL OF SERVICE WORKSHEET 



DIR LN SROUP v/c g/C C dl c d2 PF Delay LOS Avg Q 95S Q 



EE LT 0.E8 o!n 180.0 55.16 509 11.47 1.00 66.63 F 17.7 



EE TH-RT 1.11 0.17 180.0 57.86 1096 58.31 0.85 99.17 F 53.3 



WE LT 0.88 0.31 180.0 44.58 897 6.87 1.00 51.45 E 25.7 



WB TH 1.11 0.31 180.0 49.54 1462 56.14 0.85 89,82 F 62.1 



NB LT 0.29 0.12 180.0 54.66 181 0.26 1.00 54.92 E 2.3 



NB TH 1.11 0.12 180.0 60.97 395 73.69 0.85 114.64 F 22.4 



BE LT 1.11 0.30 180.0 49.97 461 70.91 1.00 120.88 F 26.1 



SB TH 1.08 0.30 180.0 49.35 486 58.17 0.80 86.32 F 21.7 



SB RT 0.81 0.48 180.0 30.45 648 5.34 0.71 25.58 D 13.7 



DIR Delay LOS 



EB 90. to F 



WB 77.31 F 



NB 10S.E3 F 



SB 77.22 F 



INTERSECTION DELAY = 83.32 INTERSECTION LOS=F 



THE CYCLE LENGTH WITHIN THE BOUNDS OF 100 TO EOO SECONDS 

 WHICH MINIfllZEB CRITICAL KOVEHENT DELAY IS 180.0 SECONDS 



THE V/C RATIO CAN'T BE .95 FOR THE 6IVEN CONDIHONS 

 THE EXISTING TIMING IS OPTIMAL 



