QUESTION 12 60 10 15-min Volumes 40 Lane Configurations Consider the left turn movement from main street. If the conflicting flow rate is 280 veh/hr, and the critical headway, adjusted for heavy vehicles and grade, is 4.2 seconds, and the follow-up time, adjusted for grade, is 2.29 seco nds, calculate the potential capacity, Cp,4 (veh/h). Provide your answer to the nearest integer.
QUESTION 12 60 10 15-min Volumes 40 Lane Configurations Consider the left turn movement from main street. If the conflicting flow rate is 280 veh/hr, and the critical headway, adjusted for heavy vehicles and grade, is 4.2 seconds, and the follow-up time, adjusted for grade, is 2.29 seco nds, calculate the potential capacity, Cp,4 (veh/h). Provide your answer to the nearest integer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![QUESTION 12
60
10.
15-min Volumes
75
40
Lane Configurations
Y
Consider the left turn movement from main street. If the conflicting flow rate is 280 veh/hr, and the critical
headway, adjusted for heavy vehicles and grade, is 4.2 seconds, and the follow-up time, adjusted for grade, is 2.29 seco
nds, calculate the potential capacity, Cp,4 (veh/h). Provide your answer to the nearest integer.
SRCP](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1788caf1-226f-473f-a821-7c12863033d1%2F32b8679f-f3aa-49fa-9f00-e541950d0d8c%2Fdzyd2g_processed.png&w=3840&q=75)
Transcribed Image Text:QUESTION 12
60
10.
15-min Volumes
75
40
Lane Configurations
Y
Consider the left turn movement from main street. If the conflicting flow rate is 280 veh/hr, and the critical
headway, adjusted for heavy vehicles and grade, is 4.2 seconds, and the follow-up time, adjusted for grade, is 2.29 seco
nds, calculate the potential capacity, Cp,4 (veh/h). Provide your answer to the nearest integer.
SRCP
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