ROTKERFORD ftVENlJE AT CHELSEA STREET - 



1991 KO BUILD AK PEAK HOUR 



date: 05-25- I9SB tiae:09:0'(:I3 



LAST DATA SET NA«ES LOADED OR SAVED 



V0LUI1E= 



EEO«ETRICS= 



LOCATED IN CBD:Y 

 VOLUME 1. BEOKETRICS 



VOLURES 

 DIR LT TH RT 

 EB 800 1910 100 

 UE 230 ^hO 

 NB 70 530 

 SB m 260 170 



« OF LANES 

 LT TH RT 

 E k 

 2 3 



1 2 



2 2 



SIBNAL^ 



LANE WIDTH 

 LT TH RT 

 lE.O 12.0 0.0 

 12.0 12.0 0.0 

 12.0 13.0 0.0 

 12.0 12.0 0.0 



CROSS 



UALK 



60 



60 



26 



36 



TRAFFIC i ROADUAY CONDITIONS 



DIR GRADE XHV 

 EB -2. OX 5. OX 

 UB 2.05 5. OX 

 NB 2. OX 5. OX 

 SB -2. OX 5. OX 



ADJ PARK 

 Y/N MOVES BUSES 

 N 

 N 

 N 

 N 



PEDESTRIANS ARR 

 PHF CROSS BUT MIN TIME TYPE 



.900 

 .900 

 .900 

 .900 



PHASINGB 



EASTBOUND 

 1 t r D 



{ i 



WESTBOUND NORTHBOUND SOUTHBOUND GREEN Y+R PRE/ACT 

 Itrpltrpltrp 



t t 



» t ♦ 



CYCLE= I'll.O 



VOLUME ADJUSTMENT WORKSHEET 



PART 1 (MOVEMENT ADJUSTMENTS) 



DIR LTV THV RTV PHF LTFR THFR RTFR 



PART 2 (LAKE GROUP ADJUSTMENTS) 



DIR LN GROUP FLOW N LU v Pit Prt 



EB LT 889 2 1.05 933 1.00 0.00 



EB TH-RT 2233 4 1.10 2'(57 0.00 0.05 



WB LT 256 2 1.05 268 1.00 0.00 



WB TH 600 3 1.10 660 0.00 0.00 



NB LT 78 1 1.00 78 1.00 0.00 



NB TH 589 2 1.05 618 0.00 0.00 



SB LT 522 2 1.05 S^iS 1.00 0.00 



SB TH-RT A7B 2 1.05 502 0.00 OM 



PART 3 (OPPOSING VOLUME ADJUSTMENTS) 



LEFT TURN 



OPPOSING APPROACH 



