QueAfter two 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: Bulk specific gravity = 2.487 Maximum theoretical specific gravity = 2.561 a. Calculate the air voids b. If the design air void content was 4%, explain what effect the calculated air voids had on the rutting and bleeding noted.
QueAfter two 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: Bulk specific gravity = 2.487 Maximum theoretical specific gravity = 2.561 a. Calculate the air voids b. 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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QueAfter two 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:
Bulk specific gravity = 2.487
Maximum theoretical specific gravity = 2.561
a. Calculate the air voids
b. 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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