a) Capacity Restraint model is used in assignment models b) Gravity and regression models are used to distribute trips c) The primary purpose of freeways are accessibility d) The partial correlation coefficient of determination (r) has an upper limit of 1.0 e) In bus transportation, total headway is defined as the time from the front of 1* bus to the back of 2nd bus f) The volume of flow on a road is maximum at the optimum density g) The ADT volume is the average volume of 365 days h) Peak Hour Factor shows the variation of volume during peak hour i) As interest decreases, the present value of future benefits or costs is increased j) The average cost increases as the marginal cost decreases k) The capacity of roadway is defined at level of service "C" T F T F T F T F T F T F T F T F T F T F T F

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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T F
a) Capacity Restraint model is used in assignment models
b) Gravity and regression models are used to distribute trips
c) The primary purpose of freeways are accessibility
d) The partial correlation coefficient of determination (r) has an upper limit of 1.0
e) In bus transportation, total headway is defined as the time from the front of 1* bus
to the back of 2nd bus
f) The volume of flow on a road is maximum at the optimum density
g) The ADT volume is the average volume of 365 days
h) Peak Hour Factor shows the variation of volume during peak hour
i) As interest decreases, the present value of future benefits or costs is increased
j) The average cost increases as the marginal cost decreases
k) The capacity of roadway is defined at level of service "C"
T F
T F
T F
T F
T F
T F
T F
T F
T F
T F
Transcribed Image Text:T F a) Capacity Restraint model is used in assignment models b) Gravity and regression models are used to distribute trips c) The primary purpose of freeways are accessibility d) The partial correlation coefficient of determination (r) has an upper limit of 1.0 e) In bus transportation, total headway is defined as the time from the front of 1* bus to the back of 2nd bus f) The volume of flow on a road is maximum at the optimum density g) The ADT volume is the average volume of 365 days h) Peak Hour Factor shows the variation of volume during peak hour i) As interest decreases, the present value of future benefits or costs is increased j) The average cost increases as the marginal cost decreases k) The capacity of roadway is defined at level of service "C" T F T F T F T F T F T F T F T F T F T F
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