A rural principal arterial is expected to carry an ESAL of 0.188×106 during the first year of operation with an expected annual growth of 6% over the 20-year design life. If the subgrade has resilient modulus of 15,000 psi, design a suitable pavement consisting of a granular subbase with a layer coefficient of 0.13, a granular base layer with a layer coefficient of 0.14, and an asphalt concrete surface with an elastic modulus of 400,000 psi. Assume all m; values = 1 and the percent of traffic on the design lane is 47%. Use reliability level of 99%, standard deviation of 0.4, and APSI of 2.0. If the minimum required thickness of asphalt surface and aggregate base course is used, what is the design thickness of subbase?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rural principal arterial is expected to carry an ESAL of 0.188×106 during the first year of
operation with an expected annual growth of 6% over the 20-year design life. If the subgrade has
resilient modulus of 15,000 psi, design a suitable pavement consisting of a granular subbase with
a layer coefficient of 0.13, a granular base layer with a layer coefficient of 0.14, and an asphalt
concrete surface with an elastic modulus of 400,000 psi. Assume all m; values = 1 and the
percent of traffic on the design lane is 47%. Use reliability level of 99%, standard deviation of
0.4, and APSI of 2.0. If the minimum required thickness of asphalt surface and aggregate base
course is used, what is the design thickness of subbase?
Transcribed Image Text:A rural principal arterial is expected to carry an ESAL of 0.188×106 during the first year of operation with an expected annual growth of 6% over the 20-year design life. If the subgrade has resilient modulus of 15,000 psi, design a suitable pavement consisting of a granular subbase with a layer coefficient of 0.13, a granular base layer with a layer coefficient of 0.14, and an asphalt concrete surface with an elastic modulus of 400,000 psi. Assume all m; values = 1 and the percent of traffic on the design lane is 47%. Use reliability level of 99%, standard deviation of 0.4, and APSI of 2.0. If the minimum required thickness of asphalt surface and aggregate base course is used, what is the design thickness of subbase?
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