The following data pertains to the number a commercial vehicles per day for the design of a flexible pavement for a national highway as pe IRC:37-1984: PAI pri U SE pe of commercial vehicles wo axle trucks andem axle trucks Number of vehicle per day considering the number of lanes 2000 200 Vehicle re Damage Factor 5 6 Assuming a traffic growth factor of 7.5% per annum For both the types of vehicles, the cumulative number of standard axle load repetitions (in million or a design life of ten years is
The following data pertains to the number a commercial vehicles per day for the design of a flexible pavement for a national highway as pe IRC:37-1984: PAI pri U SE pe of commercial vehicles wo axle trucks andem axle trucks Number of vehicle per day considering the number of lanes 2000 200 Vehicle re Damage Factor 5 6 Assuming a traffic growth factor of 7.5% per annum For both the types of vehicles, the cumulative number of standard axle load repetitions (in million or a design life of ten years is
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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