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SUBTERRANEAN ENGINEERING CORP. <br />6875 HIphwey No. 65 N.E. P.O. Box 32371 <br />s'sti: MINNEAPOLIS, MINNESOTA 55432 574-1242 <br />COMPACTION QUALITY CON-rROL TESTS <br />Project BE-r"L MUITION 1 <br />Report No. <br />WOW, r11 NN:SUFA <br />- Job No. x-uQ)rT3 <br />Sand Cone Method r�r Indicated Percerrt Compaction: ASTM <br />Nuclear u % Max. Modified Proctor Dry Density D-1557 <br />Other ❑ ❑ % Max Standard Proctor Dry Densitv D-698 <br />Test <br />No. <br />AND OR <br />REI OWWet <br />E <br />Density <br />01 Total <br />Sample <br />I tludlnq Stone) <br />MOISTURE <br />CONTENT <br />% <br />pry Densitypare <br />Corrected <br />For 51nne <br />ryREMARKS <br />Dry penury <br />p c r <br />('a vactb•. <br />RECOMMENDATIONS <br />GraOe <br />Grade <br />Fi II Sur lace <br />r1AY 27, <br />1988 <br />1 <br />-4' <br />130.0 <br />16.9 <br />111.2 <br />118.5 <br />94 <br />2 <br />-1' <br />125.9 <br />14.9 <br />109.6 <br />118.5 <br />92 <br />