The data given below pertain to the design of a flexible pavement are Initial traffic = 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
The data given below pertain to the design of a flexible pavement are Initial traffic = 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
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter21: Pavement Management
Section: Chapter Questions
Problem 4P
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Flexible pavement.
![The data given below pertain to the design of a flexible pavement are
Initial traffic = 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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F492b026c-ff7c-48a3-a84c-57e2e3d35c20%2F49e9b89f-cc77-4199-b742-25f82a222dde%2Fezin6o_processed.png&w=3840&q=75)
Transcribed Image Text:The data given below pertain to the design of a flexible pavement are
Initial traffic = 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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