Problem No. 1 A flexible pavement for an urban interstate highway is to be designed using the AASHTO method to carry a design ESAL of 3 x 106. It is estimated that it takes about a week for water to be drained from within the pavement and the pavement structure will be exposed to moisture levels approaching saturation for 30% of the time. The following additional information is available: Elastic modulus of asphalt concrete = 450,000 psi Resilient modulus of base material = 35,000 psi Resilient modulus of subbase material = 15,000 psi CBR of subgrade material = 8
Problem No. 1 A flexible pavement for an urban interstate highway is to be designed using the AASHTO method to carry a design ESAL of 3 x 106. It is estimated that it takes about a week for water to be drained from within the pavement and the pavement structure will be exposed to moisture levels approaching saturation for 30% of the time. The following additional information is available: Elastic modulus of asphalt concrete = 450,000 psi Resilient modulus of base material = 35,000 psi Resilient modulus of subbase material = 15,000 psi CBR of subgrade material = 8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem No. 1
A flexible pavement for an urban interstate highway is to be designed using the AASHTO method to carry a design ESAL of 3 x 106. It is estimated that it takes about a week for water to be drained from within the pavement and the pavement structure will be exposed to moisture levels approaching saturation for 30% of the time. The following additional information is available:
Elastic modulus of asphalt concrete = 450,000 psi
Resilient modulus of base material = 35,000 psi
Resilient modulus of subbase material = 15,000 psi
CBR of subgrade material = 8
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