An intersection has a four-phase signal with the movements allowed in each phase and corresponding and saturation flow rates shown in the table below. Phase 1 2 3 4 Allowed movements EB L, WB L EB T/R, WB T/R SB L, SB T/R NB L, NB T/R Analysis flow rate 245, 230 veh/h 975, 1030 veh/h 255, 235 veh/h 225, 215 veh/h Saturation flow rate 1750, 1725 veh/h 3350, 3400 veh/h 1725, 1750 veh/h 1700, 1750 veh/h Calculate the sum of the flow ratios for the critical lane groups. O 0.714 O 0.723 0.751 0.702

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An intersection has a four-phase signal with the movements allowed in each phase and corresponding
and saturation flow rates shown in the table below.
Phase
1
2
3
4
Allowed movements
EB L, WB L
EB T/R, WB T/R
SB L, SB T/R
NB L, NB T/R
Analysis flow rate
245, 230 veh/h
975, 1030 veh/h
255, 235 veh/h
225, 215 veh/h
Saturation flow rate
1750, 1725 veh/h
3350, 3400 veh/h
1725, 1750 veh/h
1700, 1750 vehh
Calculate the sum of the flow ratios for the critical lane groups.
O 0.714
O 0.723
0.751
0.702
Transcribed Image Text:An intersection has a four-phase signal with the movements allowed in each phase and corresponding and saturation flow rates shown in the table below. Phase 1 2 3 4 Allowed movements EB L, WB L EB T/R, WB T/R SB L, SB T/R NB L, NB T/R Analysis flow rate 245, 230 veh/h 975, 1030 veh/h 255, 235 veh/h 225, 215 veh/h Saturation flow rate 1750, 1725 veh/h 3350, 3400 veh/h 1725, 1750 veh/h 1700, 1750 vehh Calculate the sum of the flow ratios for the critical lane groups. O 0.714 O 0.723 0.751 0.702
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