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File No. 20-1008-49 December 22, 1994 Page 14 of 21 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laborstory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subgrade(ft.) %Dry Wt. P.C.P. Curve No. Compaction Compaction BARRIER LAYER 464 9-15 N1150 E2050 -1.5 12.2 123 13 96 95 465 9-15 N1150 E2075 -1.5 12.3 122 13 96 95 466 9-15 N1225 E2080 -1.5 13.0 120 36 98 95 467 9-15 N1225 E2050 -1.5 12.6 119 36 98 95 468 9-15 N1310 E2030 -1.0 13.2 119 31 96 95 469 9-15 N1425 E2060 -1.0 12.8 122 31 98 95 470 9-15 N1430 E2095 -1.0 12.8 122 31 98 95 471 9-15 N1425 E2010 -1.0 13.5 120 31 97 95 472 9-15 N1525 E2005 -1.0 12.9 121 31 97 95 473 9-15 N1525 E2060 -1.0 13.0 120 31 97 95 474 9-15 N1525 E2090 -1.0 13.3 117 40 97 95 475 9-15 N1620 E2080 -1.0 13.9 112 42 95 95 476 9-15 N1620 E2040 -1.0 12.4 116 33 98 95 477 9-15 N1620 E2005 -1.0 12.6 119 40 98 95 478 9-15 N1800 E2050 -1.0 13.4 117 40 97 95 9-15 N1960 E2080 -1.0 12.6 119 40 98 95 4W 9-15 N1960 E2070 -1.0 12.1 119 40 99 95 481 9-15 N1960 E2010 -1.0 12.4 121 32 96 95 482 9-15 N1995 E2075 -1.0 13.6 115 42 98 95 483 9-15 N2050 E2050 -1.0 11.4 121 32 96 95 484 9-16 N2125 E2010 -1.0 12.8 122 32 97 95 485 9-16 N2125 E2030 -1.0 14.1 120 36 98 95 486 9-16 N2125 E2090 -1.0 12.9 121 36 99 95 487 9-16 N2250 E2075 -1.0 12.9 121 36 99 95 488 9-16 N2300 E2010 -1.0 13.6 119 36 98 95 489 9-16 N2300 E2050 -1.0 14.8 118 36 97 95 490 9-16 N2300 E2080 -1.0 16.0 117 41 99 95 491 9-16 N2375 E2025 -1.0 16.8 115 41 98 95 492 9-16 N2375 E2075 -1.0 16.9 115 41 97 95 493 9-16 N2500 E2005 -1.0 12.9 121 40 100 95 494 9-16 N2500 E2040 -1.0 13.0 120 40 99 95 495 9-16 N2500 E2060 -1.0 13.2 119 40 98 95 496 9-16 N2625 E2010 -1.0 13.7 118 40 98 95 497 9-16 N2625 E2070 -1.0 14.2 119 36 97 95 498 9-16 N2625 E2090 -1.0 15.3 114 42 97 95 499 9-16 N2750 E2050 -1.0 15.2 116 42 98 95 5 9-16 N2750 E2050 -1.5 15.9 114 42 96 95 9-16 N2775 E2075 -1.0 17.1 114 41 96 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 Kleinfekler,Inc.