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SUBTERRANEAN ENGINEERING INC. <br />MINNEAPOLIS, MINNESOTA PHONE 546-6938 <br />COMPACTION QUALITY CONTROL TESTS <br />Project 2 Single Family Dwellings Report No. 4 <br />Carman St., Navarre, Mn. Job No. S-83139 <br />Sand Cone Method ® Indicate I Percent Compaction: <br />Nuclear ❑ ® % Max Modified Proctor Dry Density <br />Other ❑ ❑ % Max Standard Proctor Dry Density <br />ASTM <br />D-1557 <br />0 698 <br />NOTES' I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE. <br />2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. <br />t <br />I <br />i <br />I <br />ELE� AHD/OR <br />DEPTH BELOW <br />fool mg—_ <br />Floor Grade <br />Des, nGrode <br />D7fe <br />Test <br />N,j <br />small I <br />Wer Density <br />Of Toral <br />Sample <br />including Slone) <br />MOISTURE <br />CONTENT <br />o <br />/o <br />Dry DMurs <br />(CoI rsidedD,r <br />For Slone) <br />Morimum <br />Labororory <br />Density <br />PO <br />% <br />RECOMMENDATIONS <br />REMARKS <br />iii Surface <br />_ <br />Irl)• 1!f <br />1:153 <br />8 <br />-0.5' <br />0351 <br />115.4 <br />10.3 <br />105.5 <br />115.3 <br />91.S <br />,leets specs <br />Marginal Pas: <br />` <br />-))'51 <br />938 <br />129.7 <br />9.9 <br />114.6 <br />115.3 <br />99.4 <br />" <br />NOTES' I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE. <br />2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. <br />t <br />I <br />i <br />I <br />' <br />• T <br />v <br />