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SUBTERRANEAN ENGINEERING CORP. <br />r <br />8975 Highway No. 05 N.E. P.0 aox 32371 <br />MINNEAPOLIS. MINNESOTA 55432 574-1242 <br />COMPACTION QUALITY CONI ROL TESTS <br />Project Single I:,im i ] x• Dwelling Report No. . <br />3 <br />193? ingcrnes� 1'�_ <br />Rd. 0.011° <br />Job No. X—P-Y//% <br />Sand Cone Metho.' Z <br />Indicated Percent Compaction: <br />ASTM <br />Nuclear ❑ <br />% Max. Modified Proctor Dry Density <br />D-1557 <br />04her ❑ <br />❑ <br />% Max. Standard Proctor Dry Density <br />D-698 <br />•tDO1e <br />• <br />.. <br />Test <br />NO. <br />E'- EV. 4N0 ! OR <br />DEPTH BELOW <br />Fooling r Gro' <br />FlaDeunGr� <br />,yet Density <br />Of Total <br />Sample <br />1"cludnq Stone► <br />Mt.'STURE <br />CO0/' <br />/i. <br />Or-, Density maximum <br />(Correcle( Lobaat <br />For Stone;irti�""h <br />y t 1 <br />Comaoctbn <br />RECOMMENDATIONS <br />REMARKS <br />F7 t t ur acs <br />OCt. 18 <br />1984 <br />6 <br />-11' <br />929' <br />136.3 ( <br />6.7 <br />1.'6.S <br />127.E <br />99 <br />Meets specs <br />7 <br />-3'r' <br />926' <br />138.2 <br />9.7 <br />124.7 <br />1?'.8 <br />98 <br />" <br />c1L q <br />13' 7 <br />7.2 <br />126.2 <br />127.8 <br />qy <br />i <br />ter_ <br />I <br />NOTES: 1.) ALL TESTS G, rED °OR STONE CONTENT, WHEF.- APPLICABLE. <br />2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHCWN BELOW. <br />