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DENSITY TESTS OF COMPACTED FILL PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 Navarre, MN PAGE: 8 TEST NUMBER: 22 23 24 25 DATE TAKEN: 8-27-91 8-27-91 8-27-91 8-27-91 . UNiFIED SO�L CLASSIFTCATION: Sandy lean Sand with silt Clayey sand with Clayey sand with (Moisture-Density Sample Number)clay, brown and a little a little gravel, a little gravel, (CL)-5 gravel, mostty fine to medium fine to tnedium fine grained, grained, brown grained, brown brown (SP-SM)-2 (SC)-6 (SC)-6 LOCATION: 70' W & 20' N 15' W 45'W & 50' S 45'W & 50' S of SW corner of SW corner of NW corner of NW corner of existing of existing of existing of existing building building building building EI,EVATION OF TEST': 47' 49' 45' 47' DEPTH BELOW EXIST�NG GRADE: 6" 6" 2.5' 6" FIELD D�NSITY DETERMiNAT10N: Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) Dry Density (pc� 109 110 113 112 Moisture Content (%) 17.0 7.0 15.0 15.3 Plus /i4 Material (%) None 12 14 13 LABORATORY MOISTURE-DENSITY RELATION OF SOIL• Method ASTM:D1557-78, Method "A",(-�14 Basis) Maximum Dry Density (pc� 111.3 113.8 116.4 116.4 Optimum Moisture (%) 16.6 15.2 14.5 14.5 COMPACTION TEST RFSULTS: Compaction (%) 98 96.5 97 96 Specified Compaction (%) 95 95 95 95 ATT�NTION: Density tests are valid at the location and elevation of the test only. No rep'resentation is tnade as to the adequacy of fill and compaction at locations and elevations other ttian those tested. The tests were performed by Howard Peterson. (SG-222) AS A MUTUAL PROTECTION TO C.T.IENTS.THF PUOUC AND OUR$ELVES.ALl TWW CITY TESTING CORPORATION RFPORTS ARE SUBMITTED AS THE CONFIOENTIAL PROPERTY Of CUENTS, n��U AU I nUNI1Al ICNJ�UH I'UnUGAl1UN OF SIA1 LMENTS,CUNCUISIUNS OR EXTRACTIONS FFIOM pq REGARDiNG OUR REPOHT5IS RESERVED PENDINO OUq pR�pq Wq�7TEN APPROVA�.