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File No. 20-1008-49 December 22, 1994 *Page 13 of 21 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subgrade(ft.) %Dry WL P.C.P. Curve No. Compacti conviction BARRIER LAYER 426 9-14 N1150 E2190 -1.0 12.5 120 36 98 95 427 9-14 N1295 E2125 -1.0 13.0 120 36 98 95 428 9-14 N1295 E2160 -1.0 11.3 121 32 97 95 429 9-14 N1295 E2195 -1.0 11.4 120 36 98 95 430 9-14 N1400 E2102 -1.0 13.9 117 37 97 95 431 9-14 N1400 E2125 -1.0 14.6 116 37 97 95 432 9-14 N1400 E2175 -1.0 11.9 121 32 97 95 433 9-14 N1575 E2110 -1.0 11.9 121 32 97 95 434 9-14 N1575 E2150 -1.0 11.3 121 32 97 95 435 9-14 N1575 E2195 -1.0 12.6 119 36 97 95 436 9-14 N1700 E2125 -1.0 10.0 119 29 97 95 437 9-14 N1700 E2150 -1.0 11.5 119 29 97 95 438 9-14 N1700 E2195 -1.0 12.8 117 29 96 95 , 439 9-14 N1790 E2180 -1.0 13.0 120 29 98 95 440 9-14 N1850 E2175 -1.0 10.7 123 39 98 95 9-14 N1850 E2150 -1.0 11.9 121 39 96 95 47 9-14 N1850 E2125 -1.0 11.0 125 39 99 95 443 9-14 N1900 E2105 -1.0 10.7 123 39 98 95 444 9-14 N1900 E2130 -1.0 10.7 122 39 97 95 445 9-14 N2020 E2160 -1.0 12.9 117 40 97 95 446 9-14 N2020 E2150 -1.0 13.4 117 40 97 95 447 9-14 N2020 E2210 -1.0 12.0 120 40 99 95 448 9-14 N2090 E2140 -1.0 14.6 116 40 96 95 449 9-14 N2160 E2120 -1.0 11.2 122 39 97 95 450 9-14 N2160 E2130 -1.0 11.2 122 39 97 95 451 9-14 N2160 E2180 -1.0 12.0 120 39 96 95 452 9-15 N2275 E2150 -1.0 12.0 120 29 98 95 453 9-15 N2275 E2175 -1.0 12.4 121 29 98 95 454 9-15 N2450 E2110 -1.0 11.3 121 29 99 95 455 9-15 N2450 E2130 -1.0 12.6 119 29 97 95 456 9-15 N2450 E2180 -1.0 11.4 121 29 98 95 457 9-15 N2575 E2175 -1.0 12.6 119 29 97 95 458 9-15 N2725 E2105 -1.0 12.4 121 29 98 95 459 9-15 N2725 E2140 -1.0 11.4 121 29 98 95 460 9-15 N2725 E2190 -1.0 11.4 120 29 98 95 461 9-15 N3050 E2125 -1.0 12.6 119 29 97 95 462 9-15 N3050 E2125 -1.5 13.4 117 29 95 95 9-15 N1150 E2025 -1.5 9.9 127 13 99 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 Meinfelder,Inc.