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• • s <br />Sample q = 16P <br />Point N = A <br /> Initial <br />Length = 14.65 cm <br />Diameter = 7.24 cm <br />Wct Weight= 1208.50 g <br />Area= 41.2 sq.cln <br />Sainplc Area = 6.38 sq. in. <br />Volume= 603.1 cc <br />Moisture Conlcm = 22.1 <br />Specific Gravity = 2.7 <br />Dry Weight o(Solids= 989.76 g <br />Wet Dcnsity = 2.00 g/cc <br />Dry Density = 1.64 g/cc <br />Wel Dcnsity = 125.0 pcf <br />Dry Density = 102.4 pcf <br />Cell Pressure= 87 psi <br />Back Pressure = 83 psi <br />Confining Pressure = 4 psi <br />Notes: 1) Spccific gravity assumed. <br />Golder Associates, Inc. <br />Denver, Colorado <br />Job Short Title: <br />Terramalrin/Lab Testing/CO <br />Semple No. Depth <br />Pond 16 N/A <br />Sample k = 16P <br />Point R = B <br /> Initial <br />Length = 14.65 cm <br />Diameter = 7.24 cm <br />Wel Weight= 1208.50 g <br />Area = 41.2 sq cm <br />Sample Area = 6.38 sq in. <br />Volume = 603 I cc <br />Moisture Contcnt = 22.1 % <br />Specific Gravity = 2.7 <br />Dry Weight of Solids= 989.76 g <br />Wet Density = 2.00 g/cc <br />Dry Density = 1.64 g/cc <br />Wet Dcnsity = 125.0 pcf <br />Dry Dcnsity = 102.4 pcf <br />Cell Pressurc = <br />Back Pressure = <br />Confining Pressurc = <br />91 <br />83 <br />8 <br />psi <br />psi <br />psi <br />Nov. 1999 <br />953-2903 <br />Sample q = 16P <br />PointN= C <br /> Initial <br />Length = 14 65 cm <br />Diamcmr= 7.24 cm <br />Wet Weight= 1208.50 g <br />Area= 412 sq.cm <br />Sample Area= 678 sq. in <br />Volumc= 603.1 cc <br />Moistu¢ Contcnt = 22.1 % <br />Specific Gravity = 2.7 <br />Dry Weight of Solids = 989.76 g <br />Wet Density = 2.00 g/cc <br />Dry Density = 1.64 g/cc <br />Wet Density = 125.0 pc( <br />Dry Density = 102.4 pc( <br />Cell Pressurc = 100 psi <br />Back Pressure = 83 psi <br />Confining Pressure= 17 psi <br />TRIAXIAL SHEAR TEST REPORT <br />SAMPLE DATA AND CALCULATIONS <br />