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File No. 20-1008-49 December 22, 1994 Page 8 of 21 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subsrade(ft.) %Dry Wt. P.C.P. Curve No. Compaction Compaction BARRIER LAYER 244 9-7 N3275 E2680 -1.0 14.0 116 24 97 95 245 9-7 N3250 E2620 -1.0 14.0 116 24 97 95 246 9-7 N3275 E2590 -1.0 14.0 116 24 97 95 247 9-7 N3150 E2675 -1.0 15.2 116 24 97 95 248 9-7 N3230 E2625 -1.0 14.6 116 24 97 95 249 9-7 N3125 E2575 -1.0 11.1 123 13 97 95 250 9-7 N3015 E2610 -1.0 12.2 123 13 97 95 251 9-7 N3020 E2680 -1.0 13.0 120 14 95 95 252 9-7 N3025 E2570 -1.0 12.3 122 14 97 95 253 9-7 N2920 E2690 -1.0 14.5 117 24 98 95 254 9-7 N2930 E2630 -1.0 14.6 116 24 97 95 255 9-7 N2910 E2590 -1.0 13.9 117 24 98 95 256 9-7 N2830 E2680 -1.0 13.9 116 24 97 95 257 9-7 N2840 E2610 -1.0 12.9 121 14 96 95 258 9-7 N2320 E2580 -1.0 12.3 122 14 97 95 9-7 N2725 E2698 -1.0 12.9 121 14 95 95 9-7 N2725 E2620 -1.0 13.9 117 24 98 95 261 9-7 N2750 E2575 -1.0 13.3 116 24 97 95 262 9-7 N2650 E2680 -1.0 13.9 117 24 98 95 263 9-7 N2650 E2620 -1.0 14.6 116 24 97 95 264 9-7 N2650 E2575 -1.0 14.6 116 24 97 95 265 9-7 N2510 E2690 -1.0 13.7 118 18 98 95 266 9-7 N2504 E2620 -1.0 13.8 117 18 97 95 267 9-7 N2520 E2590 -1.0 12.3 122 14 97 95 268 9-7 N2425 E2680 -1.0 13.7 118 24 99 95 269 9-7 N2410 E2610 -1.0 13.7 119 24 99 95 270 9-7 N2425 E2590 -1.0 14.2 119 24 99 95 271 9-7 N2350 E2690 -1.0 15.0 117 24 98 95 272 9-7 N2375 E2620 -1.0 13.7 118 24 99 95 273 9-7 N2360 E2580 -1.0 10.0 125 13 98 95 274 9-7 N2275 E2675 -1.0 11.1 124 13 97 95 275 9-7 N2275 E2625 -1.0 10.6 124 13 97 95 276 9-7 N2250 E2585 -1.0 10.6 124 13 97 95 277 9-7 N2110 E2680 -1.0 11.1 124 13 97 95 278 9-7 N2190 E2630 -1.0 11.7 124 13 97 95 279 9-7 N2150 E2590 -1.0 10.5 125 13 98 95 280 9-7 N2050 E2675 -1.0 13.9 117 24 98 95 40 9-7 N2050 E2620 -1.0 14.5 117 24 98 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.