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3.03 COMPACTION <br />Contractor shall compact and / or otherwise manipulate each layer of fill using a vibratory compactor <br />such that a uniform compaction of not less than 100% of maximum dry density, per AASHTO T -180 <br />(Modified Proctor). <br />Where compaction fails to meet specified limits, Contractor shall rework, re- compact, and retest failed <br />areas. <br />3.04 FIELD QUALITY CONTROL <br />Provide passing density / moisture tests in accordance with Section 01452, testing schedule. <br />END OF SECTION <br />02722-2 <br />