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Sample # = 16P Sample # = 16P Sample # = IfiP <br />Poim#= A PoiN#= B Poin[#= C <br /> Initial <br />Length = 14.65 cm <br />Diameter= 7.24 cm <br />Wet Weight= 1208.50 g <br />Area = 41 2 sq sin <br />S arnpk .4rca = 6 78 sq. in. <br />Volume= 603.1 cc <br />Moisture Content= 22.1% <br />Specific Gravity = 2.7 <br />Dry Weight of Solids = 989.76 g <br />Wel Density = 2.00 g/cc <br />Dry Drnsiry = 1.64 glee <br />1Vet Density = 125.0 pcf <br />Dry• Density = 102.4 pcf <br />Cell Pressure = 87 psi <br />Back Pressure = 83 psi <br />Confmiug Pressurc = 4 psi <br />Notes: 1) Specific gravity assumed. <br />Golder Associates, Inc. <br />Dcnvcr, Colorado <br />Short Title: <br />Terrauinirixi Leh ToiingiCO <br /> Initial <br />Length = 14.65. cm <br />Diameter= 7.24 cm <br />Wet Weight = 1208.50 g <br />Area° 41.2 sq.cm <br />Semple Ares = 6.38 sq. in. <br />Volume= 603.4 cc <br />Moisture Content= 22.1% <br />Spceific Greviry = 2.7 <br />Dry Weight of Solids= 969.76 g <br />Wet Density= 2.00 g/cc <br />Dry Density' 1.64 glee <br />Wet Density= 125.0 pcf <br />Dry DcnsitY ` 102.4 pcf <br />Cell Pressure = <br />Back Ppessure = <br />Confining Pressure = <br />91 <br />83 <br />8 <br />psi <br />psi <br />psi <br /> Initial <br />Length = 14.65 cm <br />Diameter= 7.24 cm <br />Wet Weight= 1208.50 g <br />Area= 41.2 sq.cm <br />Sample Area= 6.36 sq. in. <br />Volume= 603.1 cc <br />Moisture Con[ent = 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 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 Prcssurc= 17 psi <br />TRIAXIAL SHEAR TEST REPORT <br />SAMPLE DATA AND CALCULATIONS <br />Sample 4o. Depch Reriene4: Uare: JOD IYYm0er: 1'IgOre: t <br />Pond 16 iv1A Nov. 1999 953-2903 <br />• • • <br />