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2. Low Moisture Content: <br />Should moisture content not reach established minimum moisture content, CONTRACTOR shall <br />disk, sprinkler, water, mix, and /or otherwise bring the moisture content to within uniform minimum <br />allowable limits. <br />3.03 COMPACTION <br />CONTRACTOR shall compact and / or otherwise manipulate each layer of fill using a vibratory <br />compactor such that a uniform compaction of not less than 98% of maximum dry density, per <br />AASHTO T -180 (Modified Proctor). <br />Where compaction fails to meet specified limits, CONTRACTOR shall rework, re- compact, and retest <br />failed 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 />02725-2 <br />