Design CBR value of subgrade Initial traffic on completion of construction = 300 commercial vehicles per day, Average growth rate = 5.0 % per year, Design Life 10 years and Vehicle Damage Factor value of 2.5. For CBR value of 5% the total thickness of the pavement for different value of cumulative standard axles is given below: Cumulative standard axles (msa) 2 4 68 = Total thickness of the pavement (mm) 480 550 580 620 = 5.0%,
Design CBR value of subgrade Initial traffic on completion of construction = 300 commercial vehicles per day, Average growth rate = 5.0 % per year, Design Life 10 years and Vehicle Damage Factor value of 2.5. For CBR value of 5% the total thickness of the pavement for different value of cumulative standard axles is given below: Cumulative standard axles (msa) 2 4 68 = Total thickness of the pavement (mm) 480 550 580 620 = 5.0%,
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter19: Design Of Flexible Highway Pavements
Section: Chapter Questions
Problem 13P: Repeat Problem 19-7 using two different depths of untreated aggregate bases of 6 in. and 12 in....
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Determine the total thickness of flexible pavement (in mm) for a two Lane undivided carriageway using the following data:
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