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 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 minimum cycle length O 255 sec O 155 sec O 100 sec O 60 sec
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 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 minimum cycle length O 255 sec O 155 sec O 100 sec O 60 sec
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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
2
3
Allowed movements
NB L, SB L
NB T/R, SB T/R
EB L, WBL
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 minimum cycle length
O 255 sec
O 155 sec
O 100 sec
O 60 sec](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd066ff8c-9dfe-41db-bf3a-0b6a962c29ce%2F76398044-3e11-4997-88eb-3da5ab9ddde5%2F9newq52_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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
2
3
Allowed movements
NB L, SB L
NB T/R, SB T/R
EB L, WBL
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 minimum cycle length
O 255 sec
O 155 sec
O 100 sec
O 60 sec
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