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Que. A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way traffic intensity in the year of completion of construction is expected to be 2000 commercial vehicles per day. Vehicle damage factor = 3.0, Lane distribution factor = 0.75.Assuming an %3D annual rate of traffic growth as 7.5%, the design traffic expressed as cumulative number of standard axles, is

Que. A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way traffic intensity in the year of completion of construction is expected to be 2000 commercial vehicles per day. Vehicle damage factor = 3.0, Lane distribution factor = 0.75.Assuming an %3D annual rate of traffic growth as 7.5%, the design traffic expressed as cumulative number of standard axles, is

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Que. A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way intensity in the year of completion of construction is expected to be 2000 commercial vehicles per day. Vehicle damage factor = 3.0, Lane distribution factor = 0.75.Assuming an %3D annual rate of traffic growth as 7.5%, the design traffic expressed as cumulative number of standard axles, is traffic
Transcribed Image Text:Que. A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way intensity in the year of completion of construction is expected to be 2000 commercial vehicles per day. Vehicle damage factor = 3.0, Lane distribution factor = 0.75.Assuming an %3D annual rate of traffic growth as 7.5%, the design traffic expressed as cumulative number of standard axles, is traffic
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