An intersection has a three-phase signal with the movements allowed in each phase and correspondinganalysis and saturation flow rates shown in the table below. Assume the lost time is 4 seconds per phase and acritical intersection v/c of 0.90 is desired.PhaseAllowed movementsNB L, SB LNB T/R, SB T/REB L, WB LEB T/R, WB T/RAnalysis flow rate330, 365 veh/h1125, 1075 veh/h110, 80 veh/h250, 285 veh/hSaturation flow rate1700, 1750 veh/h3400, 3300 veh/h650, 600 veh/h1750, 1800 veh/hCalculate the sum of the flow ratios for the critical lane groups.O 0.709O 0.857O 0.787O 0.829

This problem is related to Highway and Traffic Engineering. This problem is based on three phase…

An intersection has a three-phase signal with the movements allowed in each phase and corresponding analysis and saturation flow rates shown in the table below. Assume the lost time is 4 seconds per phase and a critical intersection v/c of 0.90 is desired. Phase 1 3 Allowed movements NB L, SB L NB T/R, SB T/R EB L, WB L EB T/R, WB T/R Analysis flow rate 330, 365 veh/h 1125, 1075 veh/h 110, 80 veh/h 250, 285 veh/h Saturation flow rate 1700, 1750 veh/h 3400, 3300 veh/h 650, 600 veh/h 1750, 1800 veh/h Calculate the sum of the flow ratios for the critical lane groups. O 0.709 O 0.857 O 0.787 O 0.829

An intersection has a three-phase signal with the movements allowed in each phase and corresponding analysis and saturation flow rates shown in the table below. Assume the lost time is 4 seconds per phase and a critical intersection v/c of 0.90 is desired. Phase 1 3 Allowed movements NB L, SB L NB T/R, SB T/R EB L, WB L EB T/R, WB T/R Analysis flow rate 330, 365 veh/h 1125, 1075 veh/h 110, 80 veh/h 250, 285 veh/h Saturation flow rate 1700, 1750 veh/h 3400, 3300 veh/h 650, 600 veh/h 1750, 1800 veh/h Calculate the sum of the flow ratios for the critical lane groups. O 0.709 O 0.857 O 0.787 O 0.829

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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