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UNCONFINED COIvPRESSIVE STRENGTH <br />ASTM D 2938 <br />CLIENT: Haley & Alddch JOB NO.: <br />LOCATION: Slurry Wall, 25th Avenue Si[e, Greeley, GO DATE TESTED: <br />2143-68 <br />1/02/021 HN <br />peamen rameter <br />ID (in.) <br />orin Sam le De lh rt. Length <br />(in.) Mass <br />(gms) Moisture <br />Content <br />% et <br />Density Dry Fai ure <br />Density Load <br />Ib allure ompressive i <br />Types Strength <br />si <br />A-14, are 1, 60.0-60.5 1.806 3.918 341.00 N/A 129.4 /A 1,346 530 <br />HA-14, Care 3,64.0-64.5 1.859 3.648 332.00 N/A 127.7 NIA 528 C '190 <br /> <br />HA-20, Core 1, 50.0-50.5 1.835 <br />3.765 <br />303.40 <br />N/A <br />116.1 <br />N/A 6,809 _ <br />C 2,570 <br />HA-26, Core 2, 64.0-65.0 1.825 4.024 360.17 N!A 130.4 N/A 8,215 S 3,140 <br />HA-31, Core 2, 67.0-67.8 1.841 4.159 407.94 N/A 140.4 N/A 2,478 C ' 930 <br />HA-31, Core 3, 64.5-65.0 1.843 3.953 362.06 N/A 130.8 N/A 1,928 S I 720 <br />Notes and Comments: 'Indicates VD <2.0. Correction Factor from ASTM D 2938 used. <br />Cxa/[0.88a0.24b/h] <br />Ca =Failure Load /Surface Area <br />b =Sample Diameter <br />h =Sample Length <br />•• Failure Types: <br />S: Shear Failure, M: Matrix Failure, VlF: FractureNoid Failure, C: Conbination <br />Data Entered By: HN Date: 01/02/2002 <br />Data Checked By: ~ Date: o/ /~?/~ <br />Filename: HAUCSRGK <br />ADVANCED TERRA TESTING, inc. <br />