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• i • <br />Sample H = 16P <br />Pain[ q = A <br /> Initial <br />Length = 14 65 cm <br />Diameter= 724 cm <br />\Vet Weight = 1208 50 g <br />Aree = 41.2 sq.cm <br />Sample Arca = 6.38 sq. in. <br />Sample p = 16P <br />Point N = B <br /> Initial <br />Length = 14.65 cm <br />Diameter= 7.14 cm <br />Wct Wcight = 1208.50 g <br />Area= 41.2 sq.cm <br />Sample Arce = 6.38 sq. in. <br />Sample b = 16P <br />Pointq° C <br /> Initial <br />Length = 14.65 cm <br />Diameter = 7.24 cm <br />Wct Weight= 1208.50 g <br />Area= 41.2 sq.cm <br />Sample Area= 6.38 sq in. <br />Voluntc = 607.1 cc <br />Moisture Content= 22.19 <br />Specific Gravity = 2.7 <br />Dry 0.'agM o(Solids = 989.76 g <br />N'et Density = 200 g/cc <br />Dry Density = 1.64 g/cc <br />Wet Density = 125 0 pcf <br />Dry Density = 102.4 pcf <br />Cdl Pressure = 87 psi <br />Back Pressure = 83 psi <br />Confining Pressure = 4 psi <br />Notei: I) Specific gravity assumed. <br />Denver, Colorado <br />Jub Short Tide <br />Terrnmatria/Lab Testing/CI <br />Sample No. Depth <br />Pond 16 N/A <br />Volume = 603.1 ec <br />Moisture Convent = 22.19 <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 glee <br />Wet Density= 125.0 pcf <br />Dry Density = 102.4 pcf <br />Cell Pressure = 91 psi <br />Back Pressure = 8J psi <br />Confining Pressure = 8 psi <br />Volume= 607.1 cc <br />Moisture Conveen[= 22.19 <br />Specific Gravity = 2.7 <br />Dry Weight of Solids = 989.76 g <br />Wet Density= 2.00 g/ec <br />Dry Density = 1.64 glee <br />Wet Density = 125.0 pcf <br />Dry Density = 102.4 pcf <br />Cell Pressure = 100 psi <br />Back Pressure= 83 psi <br />Confining Pressure = 17 psi <br />TRIAXIAL SHEAR TEST REPORT <br />SAMPLE DATA AND CALCULATIONS <br />Nov 1999 I 953-2903 <br />F,...,.duti o+. <br />