ARCHIVED REPORTS_1995 - Laserfiche WebLink

Home Browse Search

File No. 20-1008-49 December 22, 1994 is Page 12 of 21 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Conipactiort Relative Relative No. Date Test Location Subgrade(ft) % Dry Wt. P.C.P. Curve No. Compaction Compaction BARRIER LAYER 388 9-13 N1150 E2250 -1.5 11.5 119 36 98 95 389 9-13 N1150 E2275 -1.5 12.2 118 36 97 95 390 9-13 N1225 E2225 -1.5 12.6 119 36 97 95 391 9-13 N1225 E2250 -1.5 11.7 123 32 98 95 392 9-13 N1225 E2275 -1.5 12.3 122 32 97 95 393 9-13 N1375 E2210 -1.5 11.2 122 32 98 95 394 9-13 N1375 E2235 -1.5 11.8 122 32 98 95 395 9-13 N1375 E2260 -1.5 13.2 119 36 97 95 396 9-13 N1425 E2225 -1.5 13.1 119 36 98 95 397 9-13 N1425 E2275 -1.5 13.6 119 36 98 95 398 9-13 N1550 E2202 -1.5 13.2 119 36 97 95 399 9-13 N1550 E2225 -1.5 12.2 123 32 98 95 400 9-13 N1550 E2295 -1.5 12.7 123 32 98 95 401 9-13 N1675 E2210 -1.5 11.7 123 32 98 95 402 9-13 N1675 E2245 -1.5 13.0 120 31 97 95 Milk 9-13 N1675 E2275 -1.5 12.6 119 31 96 95 9-14 N1850 E2225 -1.0 13.4 117 36 96 95 405 9-14 N1850 E2250 -1.0 11.3 121 32 97 95 406 9-14 N1850 E2275 -1.0 11.2 122 32 98 95 407 9-14 N2000 E2210 -1.0 11.9 121 32 97 95 408 9-14 N2000 E2270 -1.0 10.9 121 32 96 95 409 9-14 N2000 E2295 -1.0 13.8 117 36 96 95 410 9-14 N2125 E2205 -1.0 13.8 117 36 96 95 411 9-14 N2125 E2250 -1.0 13.9 117 36 96 95 412 9-14 N2125 E2275 -1.0 11.1 124 32 99 95 413 9-14 N2275 E2225 -1.0 11.7 122 32 98 95 414 9-14 N2275 E2230 -1.0 11.2 122 32 98 95 415 9-14 N2275 E2280 -1.0 11.9 121 32 97 95 416 9-14 N2550 E2250 -1.0 12.3 122 32 97 95 417 9-14 N2625 E2210 -1.0 12.4 121 32 97 95 418 9-14 N2775 E2250 -1.0 11.4 121 32 96 95 419 9-14 N2950 E2275 -1.0 11.3 121 32 97 95 420 9-14 N3150 E2265 -1.0 11.7 123 32 98 95 421 9-14 N0925 E2105 -1.0 12.1 119 36 97 95 422 9-14 N1025 E2125 -1.0 11.4 120 36 98 95 423 9-14 N1025 E2150 -1.0 10.8 121 32 97 95 AIA 9-14 N1025 E2175 -1.0 11.4 121 32 96 95 0 9-14 N1150 E2110 -1.0 11.9 121 32 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.