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' Data File CPT440 02-22-06 09 11 <br /> Operator B BUCKNAM Location CPT-03 <br /> Cone ID 510 Job Number <br /> Customer TEST AMERICA Units English <br /> Depth Qt Fs Fs/Qt Pw SPT N* Soil Behavior Type <br /> ' (ft) (TSF) (TSF) M (PSI) 60% Hammer Zone UBC-1983 <br /> 0 16 7 2 0 270 3 749 0 10 4 3 clay <br /> 0 33 5 8 0 290 5 014 -1 10 6 3 clay <br /> ' 0 49 4 9 0 3B0 7 757 -0 10 6 3 clay <br /> 0 66 7 6 0 380 5 000 0 00 6 3 clay <br /> 0 82 7 5 0 370 4 937 -0 40 7 3 clay <br /> 0 98 5 5 0 280 5 091 0 00 5 3 clay <br /> ' 1 15 4 2 0 250 5 952 0 00 5 3 clay <br /> 1 31 4 4 0 270 6 134 0 10 5 3 clay <br /> 1 48 5 9 0 430 7 286 0 10 6 3 clay <br /> 1 64 8 4 0 440 5 238 0 00 7 3 clay <br /> ' 1 80 7 2 0 300 4 168 -0 20 7 3 clay <br /> 1 97 5 9 0 200 3 390 0 00 6 3 clay <br /> 2 13 5 0 0 170 3 401 -0 10 5 3 clay <br /> 2 30 4 8 0 200 4 167 0 00 5 3 clay <br /> ' 2 46 5 5 0 390 7 089 0 10 7 3 clay <br /> 2 62 11 4 0 590 5 176 -0 10 9 3 clay <br /> 2 79 12 5 0 580 4 642 -0 40 11 3 clay <br /> 2 95 9 1 0 390 4 287 -0 20 9 3 clay <br /> 3 12 7 5 0 320 4 267 -0 10 7 3 clay <br /> 3 28 5 6 0 240 4 287 -0 10 6 3 clay <br /> 3 44 5 4 0 260 4 815 0 00 5 3 clay <br /> 3 61 6 2 0 360 5 805 0 10 7 3 clay <br /> 3 77 9 0 0 530 5 888 0 10 9 3 clay <br /> 3 94 12 4 0 790 6 370 0 10 10 3 clay <br /> 4 10 9 8 0 770 7 858 -0 10 9 3 clay <br /> 4 27 6 7 0 670 9 996 0 20 8 3 clay <br /> 4 43 7 1 0 670 9 435 0 10 13 3 clay <br /> 4 59 26 3 1 580 6 007 0 10 26 3 clay <br /> 4 76 48 2 3 090 6 410 0 20 46 3 clay <br /> 4 92 69 0 4 700 6 813 -1 00 60 11 very stiff fine grained <br /> 5 09 70 1 5 230 7 463 -1 20 64 11 very stiff fine grained <br /> ' 5 25 62 4 4 410 7 069 -1 30 57 11 very stiff fine grained { <br /> 5 41 45 9 3 110 6 783 -3 30 46 3 clay <br /> 5 58 34 8 2 100 6 027 -4 00 35 3 clay <br /> ' 5 74 28 0 1 630 5 824 -1 00 32 3 clay <br /> 5 91 36 3 2 290 6 306 0 90 39 3 clay <br /> 6 07 57 1 2 910 5 099 -2 00 50 3 clay <br /> 6 23 61 8 3 370 5 450 2 70 61 11 very stiff fine grained <br /> 6 40 71 1 3 500 4 926 4 00 67 11 very stiff fine grained <br /> t 6 56 75 8 3 400 4 487 5 40 72 11 very stiff fine grained <br /> 6 73 77 7 3 560 4 584 4 50 36 5 clayey silt to silty cla <br /> 6 89 74 5 3 450 4 632 5 20 70 11 very staff fine grained ( <br /> 7 05 68 5 3 420 4 994 5 60 66 11 very stiff fine grained ( <br /> ' 7 22 65 3 3 460 5 300 5 80 63 11 very stiff fine grained ( <br /> 7 38 64 4 3 430 5 328 5 70 62 11 very stiff fine grained ( <br /> 7 55 64 0 3 540 5 535 4 20 62 11 very stiff fine grained ( <br /> 7 71 65 4 4 010 6 129 2 00 61 11 very stiff fine grained ( <br /> ' 7 87 62 8 4 190 6 671 0 70 58 11 very stiff fine grained ( <br /> 8 04 54 9 3 500 6 374 0 50 56 3 clay <br /> 8 20 56 9 3 400 5 970 3 30 67 11 very stiff fine grained { <br /> 8 37 98 8 5 290 5 352 3 30 111 11 very stiff fine grained { <br /> 8 53 191 8 8 030 4 187 -0 90 140 11 very stiff fine grained { <br /> 8 69 146 9 9 300 6 331 0 20 148 11 very staff fine grained <br /> 8 86 125 7 9 040 7 191 0 80 125 11 very stiff fine grained <br /> 9 02 119 4 7 090 5 938 0 10 111 11 very stiff fine grained <br /> ' *Soil behavior type and SPT based on data from UBC-1983 <br />