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Pile No. 20-3908-01.M01 k4 K L E I N F E L D E R December 8, 1995 Page 1 of 1 TABLE I MOISTURE DENSITY ANALYSES ASTM D-1557,METHOD "A" Maximum Optimum Curve Material , sc ptton and'Source: D ensi.ry ;Moisture Content Numlier Brown clayey silty sand with hardpan, import 120.1 pcf 12.0% 1 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry LAborasory Specked Test Finished Moiauue Density Compaction Re Wive Relative No. Date Tea Lucatioo Subgrade(ft.) % Dry Wt P.C.F. Curve No. cornpution Compaction 1 11-15 Southwest side -10.0 18.0 108 1 90 90 2 11-15 Northwest side -9.0 17.8 109 1 91 90 3 11-15 East side -9.0 16.5 109 1 91 90 4 11-15 East side -8.0 13.4 109 1 91 90 5 11-15 West side -7.0 14.1 109 1 91 90 6 11-15 North side -6.0 16.0 110 1 91 90 7 11-15 East side -5.0 17.4 109 1 91 90 8 11-15 West side , -5.0 16.3 109 1 90 90 9 11-15 North side -4.0 15.4 108 1 90 90 10 11-15 South side -3.0 15.5 109 1 90 90 11 11-16 Eastside -3.0 14.2 109 1 90 90 12 11-16 West side -3.0 13.0 110 1 91 90 13 11-16 North end -2.0 12.9 111 1 91 90 14 11-16 East end -2.0 11.9 110 1 91 90 15 11-16 West end -2.0 13.6 109 1 90 90 16 11-16 East end -1.0 15.8 110 1 91 90 17 11-16 West end -1.0 14.3 109 1 90 90 18 11-16 East end FSG 12.3 111 1 92 90 19 11-16 Center FSG 14.0 111 1 92 90 20 11-16 West end FSG 12.8 111 1 92 90 Accepted engineering and bsdag procedures wen used for thew tsw. The above date is presented for bformatlon purposes only. In she absence of coodououa obwrvadl of our personnel at the site,we candor espreas an ophdon as to the adequacy of alb preparation or overall fdi compaction. We do sot undertake the guanotee of construction,nor do we relieve she conn wr of his pronary responsibility to produce a courpbted project coafo®bg to she projact plana sod speciflutb"a. Copyright 1995 Kieinfelder,Lee.