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DENSITY TESTS OF COMPACTED FILL <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navaire, MN PAGE: 13 <br /> TEST NUMBER: 36 37 38 39 <br /> DATE TAKEN: 8-29-91 8-29-91 8-29-91 8-29-91 <br /> UNiF1ED SOIL CLASSIFICAT�ON: Clayey sand with Ciayey sand with Clayey sand with Clayey sand with <br /> (Moisture-Density Sample Number)gravel, fine to gravel, fine to gravel, fine to gravel, fine to <br /> medium grained, medium grained, medium grained, medium grained, <br /> brown (SC)-6 brown (SC)-6 brown (SC)-6 brown (SC)-6 <br /> LOCATION: Grid Grid Grid Grid <br /> C-3 D-3 B-2 C-2 <br /> ELEVATION OF TEST: 54' S4' 49' 49' <br /> DEPTH BELOW EXiSTING GRADE: 6" 6" 6" 6" <br /> FIELD DENSITY DETERMiNATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 116.5 114 111 112 <br /> Moisture Content (%'o) 12.3 13.1 10.0 8.7 <br /> Plus !l4 Materiat (%a) 20 18 16 17 <br /> LABORATORY MOISTUR�-DENSITY RELATION OF SOiL: <br /> Method ASTM:D1557-78, Method "A",(-�4 Basis) <br /> M�ximum Dry Density (pc� 116.4 116.4 116.4 116.4 <br /> Optimum Moisture , (%) 14.5 14.5 14.5 14.5 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 100 98 95.5 96 <br /> S�ecified Compaction (%) 95 95 95 95 <br /> ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as <br /> to the adequacy of fill and compaction at locations and elevations other than those tested. The tests <br /> were performed by Howard Peterson. <br /> (SG-222) <br /> �R n MI17UAl PROTFCTION 7p r1,IF.NTS.THE PURUC AND QURSFLVFS,nlL 7WIN f,ITY TF.STING CORPORA710N REPORTS AAE SUBMITTED AS THE CONPILJENTIAL PROPERTY OF CUENTS, • <br /> A�JU AUIFH)HVAfION f UFt PUI)UCAIIUN OF SIAiEMENTS,CONCLUSIONS OR EXiRACTIONS FROM OR REGAROfNG OUR REPORTS 1S RESERVEO PENOING OUR PRtOR WRITTEN APPpOVAL. <br />