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I <br /> Separated Sizes I <br /> Percent Passing(by weight) <br /> Separated Separated I <br /> SieveSize Sizes fi .Sizes - <br /> 1;1/2"-3/4" 3/4"-1/2" <br /> I <br /> 2" 100 <br /> 1-1/2" 90 - 100 <br /> 1" 20 - 55 100 <br /> 3/4" 0 - 15 85 - 100 <br /> 1/2" - 0 - 15 <br /> 3/8" -- 0 5 I <br /> 2.2 SAND <br /> A. Sand: Sand material shall consist of granular material, naturally produced or produced from I <br /> crushed gravel, or dredge sand that is reasonably free of organic material, mica, clay, fly ash <br /> and other deleterious material,meeting the gradations of Table 310516-C below. <br /> I <br /> Table 310516-C <br /> Grading Requirements for Sand <br /> I <br /> Separated Sizes <br /> Percent Passing(by weight) <br /> '...--,1,1=%,;:,r,'.-7:;,-,,,-;;,,,,,,,,,:„.,..4 . ,t:if F h - i c r 1 <br /> ,-Sieve Size..:; <..Coarse Sand- . Iedium`,Sd '( FineSand <br /> 1" 100 100 100 <br /> 3/8" 95 - 100 95 - 100 - <br /> #4 _ 80 - 100 70 - 95 90 - 100 <br /> I <br /> #30 10 - 30 10 - 45 - <br /> #100 - 2 - 10 2 - 10 <br /> #200 0 - 8 0 - 7 0 -4 <br /> I <br /> Sand 50 min. 50 min. 50 in. <br /> IEquivalent <br /> 2.3 SOURCE QUALITY CONTROL I <br /> A. Coarse Aggregate Material - Testing and Analysis: Perform in accordance with ASTM C136 I and ASTM D698 (AASHTO T99). <br /> B. Sand - Testing and Analysis: Perform in accordance with ASTM C136 and ASTM D698 <br /> I <br /> (AASHTO T99). <br /> C. When tests indicate materials do not meet specified requirements, change material and retest. <br /> Additional testing shall be completed and paid for by the Contractor with no reimbursement <br /> I <br /> by the Owner. <br /> I <br /> Legion Golf Course Stormwater Detention Project Aggregates for Earthwork <br /> I <br /> WO#UP3620 31 05 16-4 <br />