Question- At an industrial area an access road to an industrial facility is paved with a 3 Sand-mix asphaltic concrete wearing layer, a 5 Hot-mix asphaltic concrete base layer, a crushed stone subbase layer and has a structural number of 4. Assume that the drainage coefficient for the base layer is 1 and the drainage coefficient for the subbase layer is 0.94. The access road is designed for a maximum traffic load of 9x106 ESAL for 25-years design period. Find the thickness of its subbase layer of crushed stones used in this pavement.
Question- At an industrial area an access road to an industrial facility is paved with a 3 Sand-mix asphaltic concrete wearing layer, a 5 Hot-mix asphaltic concrete base layer, a crushed stone subbase layer and has a structural number of 4. Assume that the drainage coefficient for the base layer is 1 and the drainage coefficient for the subbase layer is 0.94. The access road is designed for a maximum traffic load of 9x106 ESAL for 25-years design period. Find the thickness of its subbase layer of crushed stones used in this pavement.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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At an industrial area an access road to an industrial facility is paved with a 3 Sand-mix asphaltic concrete wearing layer, a 5 Hot-mix asphaltic concrete base layer, a crushed stone subbase layer and has a structural number of 4. Assume that the drainage coefficient for the base layer is 1 and the drainage coefficient for the subbase layer is 0.94. The access road is designed for a maximum traffic load of 9x106 ESAL for 25-years design period. Find the thickness of its subbase layer of crushed stones used in this pavement.
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