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7-1 <br />® i SM <br />KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANDF® ES <br />SSTIING, INC. <br />I'?.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 768-8488 <br />I :.B.: 5693 FAX (561) 589.6469 <br />4 MOISTURE -DENSITY RELATIONSHIP <br />(ASTM D 1557) <br />DATE January 3, 2000 JOA #: 10031 <br />i <br />CLIENT Fischer & Sons <br />PROJECT Emergency Dune Restoration Project for <br />Indian River County, Florida <br />108.0-I-----I-----I-----I-----I-----I-----I-----I <br />W I I I I I I I I <br />x107.0 -i-----i-----i-----i-----i-----i-----i-----i <br />G <br />H c�.• /10 6.0 ----'I,,- <br />104.0---II i ---- <br />TP. 1 .o--------------IIIII-i-------------IIII Ii -----_-----_---II <br />III <br />i <br />R I I I I I I I <br />Y 103.0-I-----I-----I-----I-----I-----I---- i -----i <br />i <br />I I I I I I I I <br />102.0-I-----I-----I-----I-----I-----I-----I- ---I <br />7 g 9 10 11 12 13 14 <br />Moisture - Percent Of Dry Weight <br />i <br />Location: 99`" Street Pit - Stockpile `A' <br />` Soil Description: Light Brown Sand <br />Max. Dry Density: 106.2 P.C.F. <br />Optimum Moisture: 10.0 Percent <br />Ronald G. Keller, P.E. <br />