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H <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />A. The Engineer will test compaction and/or moisture testing for all <br />backfilled materials to verify the compaction requirements of these <br />Specifications. <br />B. installations that fail to meet the compaction or moisture requirements <br />shall be removed and reinstalled or recompacted, at the discretion of <br />Engineer, at the expense of the Contractor. <br />C. Contractor shall request inspection of pipe bedding and slopes and <br />Engineer will verify conformance prior to backfill and compaction. <br />D. Pipe backfill shall be compacted to 90% relative compaction (modified <br />AASHTO). <br />E. Grading beneath the flare pad shall be to 95% relative compaction <br />(modified AASHTO). <br />3.04 USE OF TOOLS <br />A. Engineer shall be allowed to use contractor's tools such as transits, <br />pressure gauges, etc., to observe and verify construction. <br />16TA'AZ1J 3 1 <br />'M= 4/1 wxllfr 1 <br />A. Separate measurement for payment will not be made for work or materials <br />specified in this Section. <br />A. Separate payment will not be made for work or materials specified in this <br />Section. Full compensation shall be considered as included in the prices <br />paid for the various contract items of work involving testing and <br />inspection, and no additional compensation will be allowed or paid. <br />END OF SECTION <br />North County LFG Collection System 4 CONTROL OF MATERIAL <br />San Joaquin County Public Works Section 01412 <br />