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I <br /> B. Further constructionp roceeding upon placed flowable fill will be permitted only after initial <br /> set is attained, as measured by ASTM C 403. <br /> 1. Perform in place penetration (density) tests using hand held penetrometer to measure <br /> penetration resistance of hardened flowable fill. <br /> 2. Perform tests at locations as directed by Engineer. 1 <br /> C. Defective Flowable Fill: The Engineer reserves the right to reject all flowable fill failing to <br /> meet the following test requirements or flowable fill delivered without the following <br /> documentation. <br /> 1. Test Requirements: , <br /> a. Minimum temperature at point of delivery. <br /> b. Compressive strength requirements for each type of fill. ' <br /> 2. Documentation: Duplicate delivery tickets. <br /> D. No traffic or construction equipment shall be allowed on flowable fill for a least 24 hours ' <br /> after placement. <br /> 3.6 CLEANING ' <br /> A. Remove spilled and excess flowable fill from Project Site. <br /> B. Restore facilities and Site areas damaged or contaminated by flowable fill installation to <br /> existing condition before installation. <br /> I <br /> END OF SECTION <br /> 111 <br /> I <br /> I <br /> I <br /> 1 <br /> I <br /> I <br /> Legion Golf Course Stormwater Detention Project Flowable Fill <br /> WO# UP3620 31 23 24 - 6 <br />