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Morrison Quarry AM-07 Geotechnical Stabdkd INED COMPRESSIVE STRENGTH <br /> S Permit M-1973-021 ASTM D7012,Method C(previously ASTM D2938) <br /> � . ATA gregate Industries WCR Inc. <br /> ADVANCED TERRA TESTING <br /> CLIENT: GEI Consultants Inc. JOB NO: 2076-248 <br /> PROJECT NO.: 1700144 DATE TESTED: 5/23/2018 <br /> PROJECT: West Quarry Highwall Design TECHNICIAN: HN <br /> LOCATION: Morrison Quarry <br /> Specimen Diameter Length Mass Wet Failure Failure Compressive <br /> ID (in) (in) (gm) Density Load Type Strength <br /> Boring,Sample,Depth(ft) (pcf) (lb) (psi) <br /> M-3-18, 2, 303.7-304.5 1.873 3.774 444.8 163.0 23,105 F 8,386 <br /> M-3-18,3, 337.0-337.5 1.875 3.842 449.5 161.4 14,693 F 5,321 <br /> M-2-18,4,264.0-264.5 1.874 3.813 461.0 167.0 91,055 F/S 33,012 <br /> M-2-18,6,43.0-43.5 1.871 3.691 440.1 165.2 55,943 F/S 20,314** <br /> M-5-18,8, 270.0-271.0 1.869 3.624 426.2 163.3 9,918 F 3,601 ** <br /> M-4-18,9, 173.0-174.0 1.868 3.711 444.1 166.4 25,293 1 F 9,221 ** <br /> M-5-18, 10, 305.0-306.0 1.869 3.728 436.6 162.6 21,018 F 7,658** <br /> Notes and Comments: <br /> *Failure type=S: Shear Failure, M: Matrix Failure, F: Fracture/Bedding Failure,V:Void Failure, C: Combination <br /> **Regardless of ASTM D7012 method D, any short sample with LID<2.0 was tested and a correction factor was applied to the ca <br /> C=Ca/[0.88+0.24b/h] <br /> Ca=Failure Load/surface Area <br /> b=Sample Diameter <br /> h=Sample Length <br /> Data Entered By: HN Date: 5/23/2018 <br /> Data Checked By: ,(rL Date: <br /> Filename: 2076 248 UCS ASTM D7012 Method C-RO 0.XIS <br /> GEI Consultants, Inc. 50 of 114 Appendix A.2 <br /> November 2020 <br />