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
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Chapter2: Loads On Structures
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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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