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• <br />40 <br />KSM <br />® KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. <br />?O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589.0712 <br />MELBOURNE (321) 768-8488 <br />B.: 5693 FAX (561) 589.6469 <br />GRAIN SIZE ANALYSIS <br />(ASTM D422) <br />Date Tested: 1-5-01 Client: Fischer & <br />Sons <br />Project: <br />Emergency Dune Restoration Project for. Indian <br />River County, Florida <br />Job No.: <br />KSM 10031 <br />Location of Sample: Schuman Pit <br />(Delivered to our office by <br />Bob Walker <br />w/Fischer & Sons, Inc. <br />Description of Soil: Light Brown Sand <br />Sample No.: <br />2 Tested <br />By: J.Z. <br />Sieve <br />Weight Percent Cumulative <br />Percent <br />Size <br />Retained Retained & Retained <br />Passing <br />No. 4 <br />.0 0.0 0.0 <br />100.0 <br />No. 10 <br />2.0 0.4 0.4 <br />99.6 <br />No. 20 <br />2.0 0.4 0.8 <br />99.2 <br />No. 40 <br />101.0 20.2 21.0 <br />79.0 <br />No. 100 <br />335.0 67.0 88.0 <br />22.0 <br />No. 200 <br />38.0 7.6 95.6 <br />4.4 <br />Pan <br />22.0 4.4 100.0 <br />0 <br />Unwashed <br />Weight - 500.0 gm. <br />Washed Weight = 490.0 gm. <br />Fines By <br />Washing = 10.0 gm. <br />Fines By <br />Sieving = 12.0 gm. <br />Total Fines <br />= 22.0 gm. <br />` Percent <br />By Dry Weight Of Material Patj."ng <br />The U.S. <br />Standard No. 200 Sieve = 4.4 <br />