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{ <br />• r <br />SUBTERRANEAN ENGINEERING CORP. <br />6875 Highway No. 85 N.E. P.O. Box 32371 <br />MINNEAPOLIS. MINNESOTA 55432 574-1242 <br />COMPACTION QUALITY CONTROL TESTS <br />Project Single Family Dwelling Report No. <br />2618 English St. Maplewood Job No. —XLZ A <br />Sand Cone Method 0 Indicated Percent Compaction: ASTM <br />Nuclear ❑ % Max. Modified Proctor Cry Density 0-1537 <br />Other ❑ ❑ % Max. Standard Proc`.or Dry Density 0- i 98 <br />ELEV. ANO/OR <br />DEPTH BELOW <br />Wet Density <br />Total <br />Sample <br />Includnq Slam) <br />4015T URE <br />CONTENT /° <br />° <br />Dry Densny <br />( Comet. e <br />Fnr Sloe! 1 <br />Maximum <br />L:iwro+an <br />Dry Deasitr <br />; , i <br />';' ° <br />-p„potlw^ <br />RECDMMENOATIONS <br />REMARKS <br />DOtQ <br />TestOf <br />No. <br />lFill <br />Fooling <br />r Grade <br />0•si n Grade <br />Surface <br />Ict. 12 <br />1984 <br />3 <br />-6' <br />923.5' <br />139.3 <br />11.0 <br />124.1 ' <br />127.81 97 <br />It <br />'Meet. secs. <br />" <br />4 <br />-3' <br />926,S' <br />127.7 <br />4.6 <br />121.S j:t9.8f <br />t <br />95 <br />" <br />it <br />5 <br />-41 <br />925.S' <br />138.7 <br />13.2 <br />120.8 <br />127.8 <br />9S <br />" <br />NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT WHERE APPLICABLE <br />21 APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW <br />fog <br />1� <br />I <br />1 <br />i <br />iJr <br />owl <br />_— <br />