Laserfiche WebLink
Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> Aggregate Industries WCR Inc. <br /> DIRECT SHEAR <br /> ASTM D 5607 <br /> CLIENT GEI Consultants, Inc. JOB NO. 2076-244 <br /> BORING NO. MQ-4-2017 DATE SAMPLED <br /> DEPTH (ft) 223.5-224.2 DATE TESTED 5/17117 HN <br /> SAMPLE NO. 14 PROJECT Morrison Quarry <br /> ROCK TYPE Granitic Gneiss JOINT TYPE Natural open fracture <br /> Diameter (in) 1.873 Mass (g) 417.0 <br /> Length (in) 3.615 Wet Density (pcfl 159.5 <br /> Shear Area (in"2) 3.150 Shear Length (in) 0.187 <br /> NORMAL STRESS (ps) RESIDUAL SHEAR STRESS (psi) <br /> 150 132.5 <br /> 300 206.8 <br /> 600 339.4 <br /> Normal Stress vs. Residual Shear Stress <br /> MQ4-2D17,223.5-224.2,14,Granifc Gneiss,Natural open fracture <br /> 700 - <br /> 600 - <br /> I <br /> 500 <br /> Q 400 <br /> to <br /> 300 --. <br /> 200 — <br /> 100 <br /> r< <br /> 0 <br /> 0 100 200 300 400 500 600 700 <br /> Normal Stress (pso <br /> O Shear Data — Best Fit Line 0 c=66.2 psi Phi=24.6 degrees <br /> Notes and Comments: Partially broken shear area. <br /> Data entered by: HN Date: 05/17/2017 <br /> Data checked by: �L Date: S <br /> 16 <br /> File Name: DS223 ATT <br /> ADVANCED TERRA TESTING <br /> GEI Consultants, Inc. 41 of 114 Appendix A.2 <br /> November 2020 <br />