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I <br /> 1.7 FIELD MEASUREMENTS <br /> U S <br /> A. Verify field measurements before installing flowable fill to establish quantities required to <br /> complete the Work. <br /> PART 2 PRODUCTS <br /> 2.1 FLOWABLE FILL <br /> A. Flowable Fill: <br /> 1 1. Composed of cement,pozzolans, fine aggregate,water,and admixtures. <br /> 2. Low cement content. <br /> 3. Non-segregating, self-consolidating, free-flowing and excavatable material which will <br /> result in a hardened, dense,non-settling fill. <br /> i4. Compressive strength at 28 days of 100 to 200 psi, if not otherwise shown in Drawings or <br /> specified. <br /> 2.2 MATERIALS <br /> A. Portland Cement:ASTM C150, Type I—Normal. <br /> B. Fine Aggregates: ASTM C33. <br /> C. Water: Clean and not detrimental to concrete. <br /> 2.3 ADMIXTURES <br /> A. Air Entrainment: ASTM C260. <br /> B. Chemical Admixture: ASTM C494. <br /> C. Fly Ash: ASTM C618 Class C or F, obtained from residue of electric generating plant using <br /> ground or powdered coal. <br /> D. Plasticizing: ASTM C1017 Type I,plasticizing. <br /> 2.4 MIXES <br /> A. Mix and deliver flowable fill according to ASTM C94, Option C. <br /> ' B. Flowable Fill Design Mix: <br /> ITEM PROPERTIES <br /> Cement Content 75 to 100 lb/cu yd <br /> Fly Ash Content None <br /> Water Content As specified <br /> Air Entrainment 5 to 35 percent <br /> 111 <br /> ' Legion Golf Course Stormwater Detention Project Flowable Fill <br /> WO#UP3620 31 23 24- 3 <br />