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SUBTERRANEAN ENGINEERING INC. <br />x MINNEAPOLIS, MINNESOTA PHONE 546-6938 <br />COMPACTION QUALITY CONTROL TESTS <br />Project <br />tJIcl�ar ❑ B( <br />2 Single Pami Iv DweI I ings <br />Report No <br />2 <br />I10I0 <br />r esl <br />No <br />Ctv. Ilwv. 15 and Carman St. Navarre <br />,Job No <br />S-83139, <br />Maumwn <br />Laborot <br />Dr Den,j <br />y t <br />pCr <br />Sand Cone <br />Method ® Indicated <br />Percent Comoaction <br />AS TEA <br />% Max Modified Proctor Dry Density D-1557 <br />Other ❑ ❑ % Max Standard Proctor Dry Density 0-699 <br />NO TES I) ALL TESTS <br />CORRECTED <br />E AND/OR <br />DEt•tN RLIOW <br />I 001ing <br />STONE CONTENT, WHERE APPLICABLF <br />I10I0 <br />r esl <br />No <br />Wet Denson <br />Of Totai <br />Sample <br />Includ.nq Stare) <br />MOISTURE <br />CONTENT <br />a <br />/o <br />Dry Density <br />ICorrected <br />For Stone) <br />Maumwn <br />Laborot <br />Dr Den,j <br />y t <br />pCr <br />% <br />lampaCtnn <br />RECOMMEND&TIONS <br />REWRKS <br />_ <br />Fov, Gradif <br />Ge�9� Grade <br />T,11 Surface <br />'u1c fl <br />I.t83 <br />128.2 <br />115.0 <br />11;.; <br />99.' <br />Meets specs <br />rr <br />a <br />`-'3' <br />]2J.9 <br />8.1 <br />11 -8 <br />1 1 S : <br />98.' <br />i <br />NO TES I) ALL TESTS <br />CORRECTED <br />FOR <br />STONE CONTENT, WHERE APPLICABLF <br />2) APPROXIMATE <br />DENSITY <br />TEST <br />LOCATIONS ARE SHOWN BELOW <br />C <br />uyrY H <br />V r 5 <br />