The following data pertains to the number of commercial vehicles per day for the design of a flexible pavement for a national highway as per IRC:37-1984: PAI pri Type of commercial vehicles Two axle trucks Tandem axle trucks Number of vehicle per day considering the number of lanes 2000 200 Vehicle 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) for a design life of ten years is

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q. Pavement design.

The following data pertains to the number of
commercial vehicles per day for the design of a
flexible pavement for a national highway as per
IRC:37-1984:
en
Type of commercial
vehicles
Two axle trucks
Tandem axle trucks
Number of
vehicle per day
considering the
number of lanes
2000
200
SE
Vehicle
Damage
Factor
5
leum 6
ich
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)
for a design life of ten years is
Transcribed Image Text:The following data pertains to the number of commercial vehicles per day for the design of a flexible pavement for a national highway as per IRC:37-1984: en Type of commercial vehicles Two axle trucks Tandem axle trucks Number of vehicle per day considering the number of lanes 2000 200 SE Vehicle Damage Factor 5 leum 6 ich 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) for a design life of ten years is
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