None Q2:A Compute the mode choice (proportion of trips) by each of two modes (private automobileand mass transit) using the logit model and given the following information:Utility function: U. = Ax - 0.10X, - 0.13X; -0.12X - 0.0045X,Model ParameterX. waiting time (min.)AutomobileTransit10X, travel time (min.)2035X, parking time (min.)X4, out-of-pocket cost (cents)A. calibration constant2251000.33-0.27

Given:- Two modes are given i.e. Private automobile and mass transit A utility function is given UX…

Q2: A. Compute the mode choice (proportion of trips) by each of two modes (private automobile and mass transit) using the logit model and given the following information: Utility function: U, A-0.10X-0.13X:-0.12X-0.0045X, Model Parameter X, waiting time (min.) X, travel time (min.) X. parking time (min.) X4, out-of-pocket cost (cents) A. calibration constant Automobile Transit 10 35 20 225 100 0.33 -0.27

Q2: A. Compute the mode choice (proportion of trips) by each of two modes (private automobile and mass transit) using the logit model and given the following information: Utility function: U, A-0.10X-0.13X:-0.12X-0.0045X, Model Parameter X, waiting time (min.) X, travel time (min.) X. parking time (min.) X4, out-of-pocket cost (cents) A. calibration constant Automobile Transit 10 35 20 225 100 0.33 -0.27

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter4: Traffic Engineering Studies

Section: Chapter Questions

Problem 10P

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