Aggregate Base and Subbase Lift
Aggregate Base and Subbase Lift
(OP)
I came across a set of project specifications where it calls out for a relative compaction test to be done per CalTrans Test No. 216 with every lift of aggregate base and aggregate subbase. I did some research and this is what appears on the Table 6-1.11 of the Caltrans Construction Manual Section 6-109; at least as far as the test number to follow.
However I do not see anywhre in the project specifications, how much is a lift of aggregate. Anyone with experience on the subject, that can point to whether this is shown anywhere on CalTrans documentation?
What are typical lifts for aggregate base, subbase, asphalt pavement? thanks.
However I do not see anywhre in the project specifications, how much is a lift of aggregate. Anyone with experience on the subject, that can point to whether this is shown anywhere on CalTrans documentation?
What are typical lifts for aggregate base, subbase, asphalt pavement? thanks.





RE: Aggregate Base and Subbase Lift
It also depends on the compaction equipment. If the equipment is appropriate for the material, the above lift thicknesses can be increased.
RE: Aggregate Base and Subbase Lift
RE: Aggregate Base and Subbase Lift
RE: Aggregate Base and Subbase Lift
RE: Aggregate Base and Subbase Lift
RE: Aggregate Base and Subbase Lift
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RE: Aggregate Base and Subbase Lift