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File No. 20-1008-49.001 K L E I N F E L D E R August 19, 1994 Page 1 of 3 TABLE I MOISTURE DENSITY ANALYSES ASTM D-1557, METHOD "A" Material Description Maximum Optimum Curve and Source Dry Density_ Moisture Content Number Red-Brown silty sand, Native 124.4 pcf 11.4% 1 Red-Brown silty sand with Ione Clay 124.9 pcf 9.6% 2 Red-Brown silty sand with Ione Clay 124.9 pcf 11.2% 3 SUMMARY OF MELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified T Finished Moisture Density Compaction Relative Relative No. Date Test Location Suberade(ft.} %Dry Wt. P.C.P. Curve No. Compaction Compaction SOUTH WEST CORNER TEST SECTION FOUNDATION 1 07-28 Northeast comer FSG 11.1 118 1 95 90 2 07-28 25' S & W of NE comer FSG 10.2 117 1 94 90 3 07-28 50' S & W of NE comer FSG 10.3 116 1 93 90 4 07-28 80' N & W of SE comer FSG 9.6 116 1 93 90 5 07-28 60' N & W of SE comer FSG 10.4 114 1 92 90 6 07-28 35' N & W of SE comer FSG 9.3 121 1 97 90 7 07-28 20' N & 40' W of SE comer FSG 10.6 117 1 94 90 BARRIER LAYER EAST HALF 8 08-02 N 1100 & E 1181 -0.5 11.2 106 3 85 95 9 08-02 N 1049 & E 1156 -0.5 13.0 120 3 95 95 10 08-02 N 1155 & E 1175 -0.5 14.7 106 3 85 95 11 08-02 N 1192 & E 1186 -0.5 13.1 110 3 88 95 12 08-02 N 1210 & E 1161 -0.5 13.9 112 3 90 95 WEST HALF 08-02 N 1225 & E 1138 FSG 11.6 118 3 95 95 08-02 N 1225 & E 1138 FSG 11.4 121 3 97 95 Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. In the absence of continuous observations of our personnel at the site,we cannot express an opinion as to the adequacy of site preparation or overall fill compaction. We do not undertake the guarantee of construction,nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1994 Kleinfelder,Inc.