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DIRECT SHEAR <br />JOB NO. <br />ASTM D 5607 <br />CLIENT <br />Brierley Associates <br />BORING NO. <br />Altered Shale #2 <br />DEPTH <br />L10035- Asphalt <br />SAMPLE ID <br />Natural open fracture <br />ROCK TYPE <br />764.8 <br />Diameter (in) <br />2.384 <br />Length (n) <br />4.849 <br />NORMAL STRESS <br />psi <br />10.0 <br />20.0 <br />40.0 <br />JOB NO. <br />2439 -19 <br />DATE SAMPLED <br />DATE TESTED <br />8107/13 HN <br />PROJECT <br />L10035- Asphalt <br />JOINT TYPE <br />Natural open fracture <br />Mass (g) <br />764.8 <br />Wet Density (pcf) <br />134.6 <br />PEAK SHEAR STRESS <br />psi <br />12.00 <br />23.00 <br />55.00 <br />Normal Stress vs. Peak Shear Stress <br />I Altered Shale #2,Natural open fracture <br />100 <br />so <br />60 <br />40 <br />20 <br />0 <br />i <br />.'�0 <br />A <br />00 1 1 1 1 <br />0 <br />20 40 60 80 100 <br />Normal Stress (gs3 <br />o Shear Data Best Fit Line e c= 0.0 ksf Phi = 52.9 degrees <br />i <br />Notes and Comments: Uneven and small piece of shear area was broken. <br />Data entered by: HN Date: 08/07/2013 <br />Data checked by: CA) Date: oA 6 10/ 3 <br />File Name: BYDSSH2 <br />� <br />