page E 



RUTHERFORD AVENUE ftT CHELSEft ETREET - 

 1991 NO BUILD AM FEAI^ HOUR 

 date:05-25-1986 ti6e:09:0'.:15 



SATURATION FLOW ADJUSTMENT WOR<SHEET 



DIR LN GROUP IDEAL N Fnid Fhv Fgr Fpark Fbus Farea Frt Fit s 



EB LT 1800 2 1.000 C.976 1.010 1.000 1.000 0.900 1.000 0.9E0 2937 



EB TH-RT 1800 'i 1. 000 C.976 1.010 1.000 1.000 0.900 0.993 1.000 6338 



UB LT 1800 E 1.000 C.976 0.990 1.000 1.000 0.900 1.000 0.9E0 S879 



UB TH 1800 3 1.000 0.976 0.990 1.000 1.000 0.900 1.000 1.000 't69'i 



KB LT 1800 1 1.000 0.976 0.990 1.000 1.000 0.900 1.000 0.950 1*186 



NB TH 1800 S 1.033 0.976 0.990 1.000 1.000 0.900 1.000 1.000 3E3'i 



SB LT 1800 E 1.000 0.976 1.010 1.000 1.000 0.900 1.000 0.920 E937 



SB TH-RT 1800 E 1.000 C.976 1.010 1,000 1.000 0.900 0.9^11 1.000 3003 



CAPACITY ANALYSIS WORKSHEET 



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



EB LT 933 2937 0.32 0.38 UK 0.8* 



EB TH-RT 2A57 6338 0.39 0.38 2*03 l.OE ♦ 



UB LT 268 2879 0.09 0.14 396 0.68 



UB TH 660 4694 0.14 0.14 



NB LT 78 1486 0.05 0.19 



NB TH 618 3234/0.19 0.19 



SB LT 548 2937 0.19 0.18 



SB TH-RT 502 3003 0.17 0.18 



CYCLE=141.0 L0ST=16.0 SUA V7S CRIT: 0.91 TOTAL V/C= 1.02 



95X Q 



THE CYCLE LENGTH UITHIN THE FOUNDS OF 100 TO 200 SECONDS 

 WHICH HINIHI2ES CRITICAL KOVEOT DELAY IS 141.0 SECONDS 



FOR A V/C RATIO OF .95 THE CVCLE SHOULD BE 346.6 SECONDS 

 THE EHSTINE TIMING IS OPTIMAL 



