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• Huntbrook Holdings- Stockton <br /> Project ID: RDM Environmental Page: 5 <br /> Data File: SDF(993).cpt Sounding ID: CPT-01 <br /> CPT Date: 11/5/2013 8:55:34 AM Project No: TED <br /> GW During Test: 51 ft Cone/Rig: DM1268 <br /> gc gcln gluts Slv pore Frct Mat Material Unit Qc SPT SPT Rel Fin Und OCR Fin Ic Nk Vol Cycl <br /> Depth PS PS PS Stas prss Rato TW Behavior Wght to R-N R-Nl Den Ang Shr - Ic SET - Strn SStn <br /> £t tsf - - tsf (psi) 9 zon Description pcf N 608 608 8 deg tsf - 9 Indx - B 8 <br /> • ------ ----- ----- ----- ---- - --- -- -------------------- ---- ---- ---_ _ _ <br /> - ___- --- ----- ____- <br /> 61.85 283.1 152.6 170.1 3.1 1.8 1.1 6 clean SAND to silty SAND 125 5.0 57 31 81 4C - - 8 1.81 16 0.00 0.0 <br /> 62.01 258.6 139.3 153.9 2.5 -2.4 1.0 6 clean SAND to silty SAND 125 5.0 52 28 78 39 - - 8 1.80 16 0.18 1.5 <br /> 62.17 205.1 110.4 132.4 2.2 -1.4 1.1 6 clean SAND to silty SAND 125 5.0 41 22 70 38 - - 11 1.91 16 0.60 2.9 <br /> 62.34 190.7 102.5 130.1 2.4 -0.9 1.3 6 clean SAND to silty SAND 125 5.0 38 21 6B 38 - - 12 1.97 16 0.67 3.2 <br /> 62.50 190.9 102.6 159.4 4.2 -3.6 2.3 5 silty SAND to sandy SILT 120 4.0 48 26 68 38 - - 17 2.15 16 0.11 0.7 <br /> 62.67 258.0 138.5. 213.7 7.3 -4.3 2.9 5 silty SAND to sandy SILT 120 4.0 64 35 78 39 - - 17 2.15 16 0.00 0.0 <br /> 62.83 174.2 65.7 - 10.7 -3.0 6.3 9 very stiff fine SOIL 120 2.0 87 33 53 37 - - 36 2.61 30 - - <br /> 63.00 164.3 62.0 - 11.2 -1.8 7.0 3 silty CLAY to CLAY 115 1.5 100 41 - - 11.4 9.9 39 2.67 15 - - <br /> 63.16 180.5 68.1 - 12.5 -1.2 7.1 9 very stiff fine SOIL 120 2.0 90 34 54 37 - - 38 2.64 30 - - <br /> 63.32 191.9 72.4 - 12.3 -1.3 6.6 9 very stiff fine SOIL 120 2.0 96 36 56 37 - - 35 2.60 30 - - <br /> • 63.49 207.2 110.9 252.5 10.1 1.9 4.9 9 very stiff fine SOIL 120 2.0 100 55 70 38 _ _ 26 2.39 30 0.00 0_0 <br /> fi 3 .65 20D.3 75.6 13.6 4.5 6.9 9 very stiff fine SOIL 120 2.0 100 36 58 38 36 2.61 30 <br /> 63.82 514.6 275.0 338.7 13.6 12.9 2.7 8 stiff SAND to clayy SAND 115 1.0 100 100 - - 33.9 9.9 11 1.94 16 0.00 0.0 <br /> ` Indicates the parameter was calculated using the normalized point stress. <br /> The parameters listed above were determined using empirical correlations. <br /> A Professional Engineer must determine their suitability for analysis and design. <br /> Middle Earth Geo Testing <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br />