Please help assume any missing data. Problem 5:-Design the pavement for a highway principal arterial road consisting of anasphalt concrete surface, a crushed gravel bäse, and a granular sub-base usingthe 1993 AASHTO design chart (Figure 8.22). The cumulative ESAL in thedesign lane for a design period of 10 years is only 69 for the peak hours of(7:00-8:30 AM and 2:00-3:30 PM).The area has fair aumality draimage with25% of the time the moisture level is approaching saturation. The effectiveroadbed soil resilient modulus is 1O ksi. The suh-base has a CBR valuve of50, the resilient modulus of the base is 30,000 lb/in" , and the resilient modulusof the asphalt concrete is 4.0 x 10° psi. Assume a reliability level of 90%, Soof 0.40, Po of 4.6, and Pt of 3.0.5

Given data:- Design period of pavement is 10 years Cumulative ESAL in the design lane = 69 Fair…

Problem 5: Design the pavement for a highway principal arterial road consisting of an asphalt concrete surface, a crushed gravel base, and a granular sub-base using the 1993 AASHTO design chart (Figure 8.22). The cumulative ESAL in the design lane for a design period of 10 years is only 69 for the peak hours of (7:00-8:30 AM and 2:00-3:30 PM).The area has fair quality drainage with 25% of the time the moisture level is approaching saturation. The effective roadhed soil resilient modulus is 10 ksi. The sub-base has a CBR value of 50, the resilient modulus of the base is 30,000 lb/in², and the resilient modulus of the asphalt concrete is 4.0 x 105 psi. Assume a reliability level of 90%, So of 0.40, Po of 4.6, and Pt of 3.0.

Problem 5: Design the pavement for a highway principal arterial road consisting of an asphalt concrete surface, a crushed gravel base, and a granular sub-base using the 1993 AASHTO design chart (Figure 8.22). The cumulative ESAL in the design lane for a design period of 10 years is only 69 for the peak hours of (7:00-8:30 AM and 2:00-3:30 PM).The area has fair quality drainage with 25% of the time the moisture level is approaching saturation. The effective roadhed soil resilient modulus is 10 ksi. The sub-base has a CBR value of 50, the resilient modulus of the base is 30,000 lb/in², and the resilient modulus of the asphalt concrete is 4.0 x 105 psi. Assume a reliability level of 90%, So of 0.40, Po of 4.6, and Pt of 3.0.

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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