The data given below pertain to the design of a flexible pavement.Initial trafic = 1213 cvpdTraffic growth rate = 8 percent per annumDesign life = 12 yearsVehicle damage factor = 2.5Distribution factor = 1.0The design traffic in terms of million standard axles (msa) to be catered would be

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e data given below pertain to the design of a flexible pav cial trafic 1213 cvpd ffic growth rate = 8 percent per annum sign life = 12 years hicle damage factor = 2.5 stribution factor = 1.0 e design traffic in terms of million standard axles (msa) to

e data given below pertain to the design of a flexible pav cial trafic 1213 cvpd ffic growth rate = 8 percent per annum sign life = 12 years hicle damage factor = 2.5 stribution factor = 1.0 e design traffic in terms of million standard axles (msa) to

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter19: Design Of Flexible Highway Pavements

Section: Chapter Questions

Problem 11P

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The data given below pertain to the design of a flexible pavement.
Initial trafic = 1213 cvpd
Traffic growth rate = 8 percent per annum
Design life = 12 years
Vehicle damage factor = 2.5
Distribution factor = 1.0
The design traffic in terms of million standard axles (msa) to be catered would be

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