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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: 14 <br /> TEST NUMBER: 40 41 42 43 <br /> DATE TAKEIV: 8-29-91 8-29-91 8-29-91 8-29-91 <br /> UNIFIED SO1L CLASSIFICATION: Sandy lean clay, Clayey sand with Sandy lean clay, Silty sand with <br /> (Molsture-Density Sample Number)brown (CS)-5 gravel, fine to. brown (CL)-5 a little gravel, <br /> medium grained, fine to medium <br /> brown (SC)-6 grained, dark <br /> brown (SM)-4 <br /> LOCAT�ON: Grid Grid Grid Grid <br /> C 1/2-2 D-2 E 1/2-1 F-3 <br /> ELEVATION OF TFST: 47' 47' 47' 47' <br /> DEPTH BELOW EXiSTING GRADE: 6" 6" 6" 6" <br /> FfELD DENSITY DETERMiNATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 109 113 108 125 <br /> Moisture Content (%) 16.4 11.2 17.0 8.0 <br /> Plus 1J4 Material (%) None 18 None 14 <br /> LABORATORY MOISTUR�D�NSITY RELATION OF SOiL: <br /> Method ASTM:D1557-78, Method "A",(-�/4 Basis) <br /> Maximum Dry Density (pc� 111.3 116.4 111.3 129.0 <br /> Optimum Moisture (%) 16.6 14.5 16.6 9.4 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 98 97 97 97 <br /> Specified 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 /> AC A MIITIIAI. PRnTF:CTI(�N TO CI.IFNTS,THE PUPI.IC AND OURSFIVES.�LL TWIN CITY TESTING CORf'ORATION RF.PORTS I1(7E SUDMITTED AS THE CONFIDENPtA�pROPERTY OF CLIFNTS, <br /> AIdU AUI I N N11ZAI10W I UH f'UBLICA(ION Of SIA1 EMENIS,CUNGLUSIONS UR EXifiACl tOWS fRUM OR REGARDING OUR REPORIS IS fiESERVED PENDlNQ OUR PRIOF WRITTEN APPROVAL. <br />