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O 1 W.3` 8 : CPT--1 : 11-13-01 09: 1B PAGE DEPTH DEPTH TIP CORR TIP FRICTION FR RATIO PORE PR DIFF P P RATIO INC TEMP INTERPRETED N • Qeters feet Ge tsf 4t tsf Fs tsf Fs/Qc % Pw Psi (Pw-Ph){Qc � I deg T deg F SOIL TYPE SPT 17.05 55.9 112.6 113.5 6.47 5.8 61.7 3.9 7.7 80.2 very stiff fine grained (1) 107 17.10 56.1 116.4 117.4 6.98 6.0 69.5 4.3 7.7 80.7 very stiff fine grained M 112 17.15 56.3 122.9 124.0 7.75 6.3 75.6 4.4 7.7 80.8 very stiff fine grained W 117 17.20 56.4 127.2 128.3 8,75 6.9 74.8 4.2 7.7 81.0 very stiff fine grained M 121 17.25 56.6 129.0 130.1 9.80 7.6 75.3 4.2 7.7 81.0 very stiff fine grained M 125 17.30 56.8 136.9 138.0 10.81 7.9 73.8 3.9 7.7 81.0 very stiff fine grained M 132 17.35 56.9 146.4 147.1 11.73 8.0 42.4 2.1 7.7 81.3 very stiff fine grained M 136 17.40 57.1 141.6 142.2 10.93 7.7 38.2 1.9 7.7 81.2 very stiff fine grained M 135 17.45 57.2 136.1 136.5 9.15 6,7 28.5 1.5 7.7 81.6 very stiff fine grained W 125 17.5$ 57.4 113.2 113.5 7.10 613 19.3 1.2 7.7 81.7 very stiff fine grained W 105 17.55 57.6 78.1 78.3 5.01 6.4 14.° 1.4 7.7 81.6 very stiff fine grained W 81 17.60 57.7 62.4 62.6 4.39 7.0 12.9 1.5 7.7 82.2 very stiff fine grained W 65 17.65 57.9 61.8 62.1 4.57 7.4 16.8 2.0 7.7 81.9 very stiff fine grained M 60 17.70 58.1 63.7 64.0 6.08 9.4 17.2 1.9 7.7 82.2 very stiff fine grained M 63 17.75 58.2 71.4 7117 6.45 9.0 16,7 1.7 7.8 82.6 very stiff fine grained 1*) 73 17.80 58.4 93.3 93.5 6.72 7.2 16.0 1.2 7.8 79.7 very stiff fine grained if) 82 17.85 58.6 90.7 91.0 5.43 6.0 19.5 1.5 7.8 79.8 very stiff fine grained M 65 17.90 58.7 81.4 81.7 4.83 5.9 2 1.9 1.9 7.8 79.3 very stiff fine grained M 80 17.95 58.9 79.7 80.1 4.36 5,5 2-5.5 2.3 7.8 79.2 very stiff fine grained M 73 18.00 59.1 68.3 68.7 4.66 6.8 21.8 2.3 7.8 79.8 very stiff fine grained 10 68 18.05 59.2 66.0 66.4 4.78 7.2 23.2 2.5 7.8 79.1 very stiff fine grained M 67 18.10 59.4 75.4 75.8 4.54 6.0 23.5 2.2 7.8 79.9 very stiff fine grained M 68 18.15 59.5 70.8 71.1 3.55 5.0 26.1 2.7 7.9 80.3 very stiff fine grained (s') 69 18.20 59.7 68.7 69.1 3.54 5.2 29,4 3.1 7.9 79.7 very stiff fine grained (*) 69 18.25 59.9 76,9 77.3 4.38 5.7 32.0 3,0 7.9 79.7 very stiff fine grained M 75 18.30 60,0 89.5 90.0 5.81 6.5 31.9 2,6 7.9 80.0 very stiff fine grained (f) 88 18.35 60.2 107.8 108.2 8.69 8.1 33.3 2.2 7.9 50.3 very stiff fine grained M 104 18.40 60.4 127.4 127.9 11.54 9.1 40.4 2.3 7.9 80.1 very stiff fine grained M 135 18.45 60.5 188.8 189.2 12.00 6.4 28.3 1.1 7.9 78.8 very stiff fine grained (0 163 18.50 60.7 194.1 194.4 12.00 6.2 24.2 0.9 7.9 78.8 very stiff fine grained M 184 16.55 60.9 194.1 194.4 12.00 6.2 21.6 0.8 7.9 78.3 very stiff fine grained M 185 18,60 61.0 191.8 192.0 10.32 5.4 15.3 0.6 7.9 77.9 very stiff fine grained M 184 18.65 61.2 190.8 191.0 5.95 3.1 11.6 0.4 7.9 78.2 very stiff fine grained M 191 18.70 61.4 214.3 214.4 8.44 3.9 7.1 0.2 7.9 77.7 sand to clayey sand M 104 18.75 61.5 246.1 246.2 8.522 ?.s 5.7 0.1 8.1 73.2 {and to clayey sand M 115 18.80 61.7 259.0 259.0 8,66 3.3 5.2 0.1 8.1 73.2 sand to clayey sand M 123 18.85 61.8 263.9 264.0 8.91 3.4 5.1 0.1 8.4 73.3 sand to clayey sand M 126 18.90 62.0 266.2 266.3 6.69 2.5 5.4 0,1 8.4 73.3 silty sand to sandy silt 84 18.95 62.2 259.1 259.2 4.71 1.8 4.6 0.1 8.6 73.3 sand to silty sand 60 19.00 62.3 230.7 2318 4.44 1.9 3.7 0.1 8.7 73.5 sand to silty sand 57 19.05 62.5 228.9 229.0 4.42 1.9 3.1 0.1 8.7 73.4 sand to silty sand 55 19.10 62,7 230.1 230.1 4.35 1.9 2.5 0.0 8.7 73.6 sand to silty sand 56 19.15 62.8 238.1 238.1 4.44 1., 2.1 0.0 8.7 74.1 sand to silty sand 57 19.20 63.0 240y.7 24�0'�.7 4.30 1.8 2.2 0.0 8.7 74.7 sand to silty sand 58 .•- -2 CY2,2 .C1 1.! c•W Yl.w Chi 7J.�if 56fIN YV �liltr ,CII1j 53 19.25 63.2 X 19.30 63.3 249.8 249.8 4.40 1.8 2.1 0.0 8.7 75.2 sand to silty sand 61 19.35 63.5 267.7 267.8 4.68 1.7 2.1 0.0 8.7 75.3 sand to silty sand 63 19.40 63.6 276.1 276.1 4,43 1.6 2.7 0.0 8.7 75.6 sand to silty sand 65 19,45 63.8 272.4 2272.4 3.65 1.3 2.5 0.0 8.7 75.8 sand 52 19,50 64.0 268.0 26810 2.73 1.0 2.2 0.0 8.7 76.3 sand 52 Soil interpretation reference; Robertson & Ca,!p3P.P11':-1983, based on 60% hanger efficiency and .15 n sliding data average