pace c 



RUTHERFORD AVENUE AT CHELSEA STREET - 

 1991 NC BUILD PK PEAK HOUR 

 date:05-£7-19B8 tiie:13!'t7:E0 



SATURATION FLOW ADJ 

 DIR LK GROUP IDEAL 

 EB LT 



EB 

 UB 

 UB 

 NB 

 NE 

 SB 

 SB 

 SB 



TH-RT 



LT 



TH 



LT 



TK 



LT 



TH 



RT 



IBOO 

 1800 

 1800 

 1800 

 IBCO 

 1800 

 1800 

 1800 

 1800 



USTMENT WORKSHEET 



N Fmd Fhv Fgr Fpark 



2 1.000 0.97£ 1.010 1.000 



'i 1.000 0.976 1.010 1.000 



2 1.000 0.976 0.990 1.000 



3 1.000 0.976 0.990 1.000 



1 1.000 0.976 0.990 1.000 



2 1.033 0.976 0.990 1.000 

 1 1.000 0.976 1.010 1.000 

 1 1,000 0.976 1.010 1.000 

 1 1.000 0.976 1.010 1.000 



Fbus 

 1.000 

 1.000 

 1.000 

 1.000 

 l.OCO 

 1. 000 

 1.000 

 1.000 

 1.000 



Farea 

 0.900 

 0.900 

 0.900 

 0.900 

 0.900 

 0.900 

 0.900 

 0.900 

 0.900 



Frt 

 1.000 

 0.990 

 1.000 

 1. 000 

 1. 000 

 1.000 

 1.000 

 1.000 

 0.850 



Fit 

 C.920 

 1.000 

 C.920 

 1.000 

 C.950 

 1.000 

 0.950 

 1.000 

 1. 000 



s 



2937 

 6321 

 2379 

 't69it 

 1436 

 323't 

 1516 

 1596 

 1357 



c v/c 

 530 0.79 



CAPACITY ANALYSIS WORKSHEET 



DIR LN GROUP v s v/s g/C 



EB LT 'tEO E937 CI** 0.18 



EB TH-RT 1216 6321 0.19 0.18 1140 1.07 



UB LT 785 2879 0.27 0.32 932 O.B'i 



HB TH 1621 4694 0.35 0.32 1519 1.07 



NB LT 53 1486 0.04 0.10 148 0.36 



NB TH 343 3234 0.11 0.10 



SB LT 480 1516 0.32 0,30 



SB TH 480 1596 0.30 0.30 



SB RT 389 1357 0.29 0.48 



CRITICAL 



CYCLEMfcO.O L0ST=16.0 SUN V/S CRIT= 0.96 TOTAL V/C= 1.07 



THE CY:LE length within the BOUNDS OF 100 TO 200 SECONDS 

 WHICH «INIRIZES CRITICAL HOVEKENT DELAY IS 160.0 SECONDS 



THE V/C RATIO CAN'T BE .95 FOR. THE GIVEN CONDITIONS 

 THE EXISTING TIMNG IS OPTIMAL 



