A pavement designer has arrived at a design traffic of 100 million standard axles for a newly developing national highway as per IRC:37 guidelines using the following data: design life = 15 years, commercial vehicle count before pavement construction = 4500 vehicles/day, annual traffic growth rate = 8%. The vehicle damage factor used in the calculation was A B 1.53 2.24 C 3.66 D 4.14
A pavement designer has arrived at a design traffic of 100 million standard axles for a newly developing national highway as per IRC:37 guidelines using the following data: design life = 15 years, commercial vehicle count before pavement construction = 4500 vehicles/day, annual traffic growth rate = 8%. The vehicle damage factor used in the calculation was A B 1.53 2.24 C 3.66 D 4.14
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter21: Pavement Management
Section: Chapter Questions
Problem 1P
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![A pavement designer has arrived at a design
traffic of 100 million standard axles for a
newly developing national highway as per
IRC:37 guidelines using the following data:
design life = 15 years, commercial vehicle
count before pavement construction = 4500
vehicles/day, annual traffic growth rate =
8%. The vehicle damage factor used in the
calculation was
A
B
1.53
2.24
с 3.66
D 4.14](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb16034fd-36c0-41a1-b467-13dab19dac72%2F9b265713-2747-44c0-9d37-97727d0933f1%2Fu0pw3qi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A pavement designer has arrived at a design
traffic of 100 million standard axles for a
newly developing national highway as per
IRC:37 guidelines using the following data:
design life = 15 years, commercial vehicle
count before pavement construction = 4500
vehicles/day, annual traffic growth rate =
8%. The vehicle damage factor used in the
calculation was
A
B
1.53
2.24
с 3.66
D 4.14
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