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File No. 20-1008-49 <br /> December 22, 1994 <br /> ®Page 6 of 21 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth From Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> No. Date Test Location Subgrade(ft.) % Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> FOUNDATION LAYER <br /> 181 9-2 N1300 E1890 -2.0 8.9 112 20 95 90 <br /> 182 9-2 N1720 E1810 -2.0 9.0 112 20 95 90 <br /> 183 9-2 N2380 E1825 -2.0 9.3 114 20 96 95 <br /> 184 9-2 N2950 E1850 -2.0 9.6 110 20 93 90 <br /> 185 9-2 N3175 E1875 -2.0 9.1 110 20 93 90 <br /> 186 9-2 N3125 E2150 -2.0 10.1 ill 20 94 90 <br /> 187 9-2 N2780 E2125 -2.0 10.7 112 20 95 90 <br /> 188 9-2 N2090 E2175 -2.0 7.4 118 21 91 90 <br /> 189 9-2 N1710 E2150 -2.0 7.9 119 21 92 90 <br /> 190 9-2 N1550 E2125 -2.0 7.5 116 21 90 90 <br /> 191 9-2 N1375 E2050 -2.0 8.9 112 20 95 90 <br /> 192 9-2 N1880 E2025 -2.0 8.7 116 21 91 90 <br /> 193 9-2 N2290 E2075 -2.0 9.2 115 21 90 90 <br /> 194 9-2 N2850 E2040 -2.0 9.2 116 21 91 90 <br /> 195 9-2 N3240 E2075 -2.0 8.9 112 8 92 90 <br /> LAYERBARRIER <br /> 196 9-6 N1320 E2780 -1.0 13.0 120 17 97 95 <br /> 197 9-6 N1300 E2710 -1.0 13.1 119 17 96 95 <br /> 198 9-6 N1410 E2720 -1.0 13.2 119 17 96 95 <br /> 199 9-6 N1425 E2775 -1.0 12.1 119 17 96 95 <br /> 200 9-6 N1505 E2790 -1.0 13.3 117 18 98 95 <br /> 201 9-6 N1520 E2705 -1.0 14.6 116 18 97 95 <br /> 202 9-6 N1702 E2708 -1.0 12.4 121 14 96 95 <br /> 203 9-6 N1710 E2795 -1.0 12.6 119 18 99 95 <br /> 204 9-6 N1805 E2798 -1.0 13.2 119 18 99 95 <br /> 205 9-6 N1820 E2720 -1.0 12.3 122 14 96 95 <br /> 206 9-6 N2000 E2705 -1.0 13.5 120 18 100 95 <br /> 207 9-6 N1990 E2790 -1.0 14.3 118 18 98 95 <br /> 208 9-6 N2295 E2710 -1.0 12.5 120 18 99 95 <br /> 209 9-6 N2300 E2780 -1.0 12.9 121 17 97 95 <br /> 210 9-6 N2401 E2790 -1.0 13.3 117 18 98 95 <br /> 211 9-6 N2420 E2720 -1.0 13.1 119 18 99 95 <br /> 212 9-6 N2498 E2780 -1.0 12.6 119 17 96 95 <br /> 213 9-6 N2510 E2720 -1.0 12.7 122 17 99 95 <br /> 214 9-6 N2620 E2725 -1.0 14.3 118 18 98 95 <br /> 215 9-6 N2610 E2790 -1.0 13.1 119 17 96 95 <br /> 9-6 N2730 E2780 -1.0 12.6 119 17 96 95 <br /> 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 <br /> at the site,we cannot express an ops 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 <br /> of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1944 Kleinfelder,Inc. <br />