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_ SUBTERRANEAN ENGINEERING INC. <br />` <br />MINNEAPOLIS, MINNESOTA PHONE 546-6938 <br />r COMPACTION QUALITY CONTROL TESTS <br />Project 2 Single <br />F•unily <br />Dwellings <br />Report No. <br />3 <br />Wet OtneNr <br />Or Total <br />Sample <br />InCluO■tgStore <br />MOISTl1AE <br />CONTENT <br />u /o <br />Dry Demne <br />( Corrected <br />For Slone) <br />Cts'. HW%. <br />1S aild <br />Carman St. <br />Navarre Job No <br />S-83139 <br />1u8-, <br />Sand Cone Method <br />® <br />8.1 <br />Indicated jercent Compaction: <br />AS1M <br />N11clear <br />❑ <br />CK <br />% Max. Modified Proctor Dry <br />Density D-1557 <br />Other <br />❑ <br />❑ <br />% Max Standard Proctor Dry <br />Density 0-698 <br />NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE <br />2 1 APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW <br />E ANO / (1R <br />DEVttI SEI OW <br />foot -ng <br />Dole <br />Test <br />NO <br />Wet OtneNr <br />Or Total <br />Sample <br />InCluO■tgStore <br />MOISTl1AE <br />CONTENT <br />u /o <br />Dry Demne <br />( Corrected <br />For Slone) <br />Mommum <br />loodotory <br />Dry DeneAt <br />PCf <br />CompOCt en <br />NECOMMENDITIONS <br />P! MCNltS <br />Floor Grade <br />Oesr nG. Ode <br />Fill SorfoCe <br />1u8-, <br />9;6' <br />131.; <br />8.1 <br />112.2 <br />115.3 <br />97.3 <br />Dteets specs. <br />9:4' <br />120.5 <br />8.4 <br />111.1 <br />115.3 <br />90.3 <br />" <br />- <br />912' <br />121.8 <br />8.9 <br />111.9 <br />115.3 <br />97.0 <br />" <br />vc <br />4 <br />NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE <br />2 1 APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW <br />CIIUAIrY <br />H <br />Y. IS <br />vc <br />4 <br />