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Exercise 3: Calculate the design traffic in million standard axle (MSA) and commercial vehicles per day (CVD) required for design of flexible pavement as per current Indian procedure (revised IRC method) for the following data: (i) Annual daily commercial vehicles at least count (May 2021) = 200 (ii) Rate of traffic growth = 6 % (iii) Design life = 10 years (iv) Vehicle Damage Factor = 2.0; Lane distribution factor (D) = 0.75 (v) The road is proposed to be completed in May 2024

Exercise 3: Calculate the design traffic in million standard axle (MSA) and commercial vehicles per day (CVD) required for design of flexible pavement as per current Indian procedure (revised IRC method) for the following data: (i) Annual daily commercial vehicles at least count (May 2021) = 200 (ii) Rate of traffic growth = 6 % (iii) Design life = 10 years (iv) Vehicle Damage Factor = 2.0; Lane distribution factor (D) = 0.75 (v) The road is proposed to be completed in May 2024

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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Exercise 3: Calculate the design traffic in million standard axle (MSA) and commercial vehicles per day (CVD) required for design of flexible pavement as per current Indian procedure (revised IRC method) for the following data: (i) Annual daily commercial vehicles at least count (May 2021) = 200 (ii) Rate of traffic growth = 6 % (iii) Design life = 10 years (iv) Vehicle Damage Factor = 2.0; Lane distribution factor (D) = 0.75 (v) The road is proposed to be completed in May 2024
Transcribed Image Text:Exercise 3: Calculate the design traffic in million standard axle (MSA) and commercial vehicles per day (CVD) required for design of flexible pavement as per current Indian procedure (revised IRC method) for the following data: (i) Annual daily commercial vehicles at least count (May 2021) = 200 (ii) Rate of traffic growth = 6 % (iii) Design life = 10 years (iv) Vehicle Damage Factor = 2.0; Lane distribution factor (D) = 0.75 (v) The road is proposed to be completed in May 2024
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