After 2 years of traffic, cores were recovered from the roadway which has severe rutting and bleeding. The bulk specific gravity and the maximum theoretical specific gravity were measured on these cores and are as follows:a. Bulk specific gravity = 2.487b. Maximum theoretical specific gravity = 2.56 1 c. Calculate the air voidsd. If the design air void content was 4%, explain what effect the calculated air voids had on the rutting and bleeding noted.
After 2 years of traffic, cores were recovered from the roadway which has severe rutting and bleeding. The bulk specific gravity and the maximum theoretical specific gravity were measured on these cores and are as follows:a. Bulk specific gravity = 2.487b. Maximum theoretical specific gravity = 2.56 1 c. Calculate the air voidsd. If the design air void content was 4%, explain what effect the calculated air voids had on the rutting and bleeding noted.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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After 2 years of traffic, cores were recovered from the roadway which has severe rutting and bleeding. The bulk specific gravity and the maximum theoretical specific gravity were measured on these cores and are as follows:
a. Bulk specific gravity = 2.487
b. Maximum theoretical specific gravity = 2.56 1 c. Calculate the air voids
d. If the design air void content was 4%, explain what effect the calculated air voids had on the rutting and bleeding noted.
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