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SUBTERRANEAN ENGINEERING INC. <br />MINNEAPOLIS, MINNESOTA PHONE 546 - C'01i <br />COMPACTION QUALITY CONTROL TESTS <br />Project <br />2 Single family Dwellings <br />Report No <br />(I,T(! <br />TlST01 <br />No <br />Ctv. Ihav 1S and Carman St. <br />Navarre Job No. <br />K''I VP <br />Me■,eu/n <br />laloratory <br />Dry Dp"soy <br />Oct <br />Sand Cone <br />Method ® <br />Indicated Percent Compaction: <br />A§TM <br />Nuclear <br />❑ CK <br />% Mox. Modified Proctor Dry Density <br />D-1557 <br />Other <br />❑ ❑ <br />% Max. Standard Proctor Ory Density <br />D-698 <br />NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE . <br />2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW <br />TlInCludoliSlollill <br />(I,T(! <br />TlST01 <br />No <br />Wei D~y <br />lotel <br />Sample <br />MOISTURE <br />CONTENT <br />/o <br />Oty Derleity <br />1 Cerncqd <br />Scone1 <br />Me■,eu/n <br />laloratory <br />Dry Dp"soy <br />Oct <br />a <br />conpactw <br />11E[OTMENWTIONS <br />RF MCMI; <br />rte' <br />Dev naFe. <br />I� " <br />1 <br />933 <br />125.5 <br />10.1 <br />113.9 <br />115.3 <br />98.8 <br />hle!ts specs. <br />Z <br />S31 <br />126.0 <br />10.8 <br />113.8 <br />115.3 <br />98.6 <br />1k <br />_ <br />=' <br />NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE . <br />2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW <br />Cb <br />4jA rY H <br />K t S <br />N <br />1k <br />_ <br />=' <br />