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`.. <br />J <br />KSM <br />i <br />SCHLEICHER & MacWILLIAM ENGINEERING AN DSEBASTIAN <br />-LER.. <br />(561)589.0712 <br />BT X 78-1377, SEBASTIAN, FL 32978-1377 <br />MELBOURNE <br />(561) <br />PAX 589.6469 <br />56S <br />BRAIN SIZE ANALYSIS <br />I <br />(ASTM D422) <br />r Date Tested: 1-5-01 Client: Fischer & <br />Sons <br />i <br />Project: Emergency Dune Restoration Project for <br />Indian River County, Florida <br />Job No.: KSM 10031 <br />Location of Sample: 99" Street Pit - Stockpile <br />`A' <br />Walker <br />(Delivered to our office by <br />Bob <br />w/Fischer & Sons, Inc.) <br />Description of Soil: Light Brown Sand <br />Tested <br />By: J.Z. <br />Sample No.: 1 <br />Sieve Weight Percent Cumulative <br />Percent <br />Size Retained Retained Retained <br />Passing <br />No. 4 •0 0.0 0.0 <br />100.0 <br />No. 3-0 2.0 0.4 0.4 <br />99.6 <br />No. 20 3.0 0.6 1.0 <br />99.0 <br />No. 40 135.0 27.0 28.0 <br />72.0 <br />No. 100 315.0 63.0 91.0 <br />9.0 <br />No. 200 40.0 $•0 99.0 <br />1.0 <br />Pan 5.0 1.0 100.0 <br />0 <br />Unwashed Weight = 500.0 gm. <br />Washed Weight = 495.0 gm. <br />Fines By Washing 5.0 gm. <br />Fines By Sieving - 0.0 gm. <br />Total Fines = 5.0 gm. <br />Percent By Dry Weight of Material Passing <br />The U.S. Standard No. 200 Sieve = 1.0 <br />