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DIRECT SHEAR <br />1 <br />100 <br />a, <br />a <br />50 <br />0 <br />JOB NO. <br />ASTM D 5607 <br />CLIENT <br />Brierley Associates <br />BORING NO. <br />Rim Basalt #2 <br />DEPTH <br />L10035- Asphalt <br />SAMPLE ID <br />Natural open fracture <br />ROCK TYPE <br />681.5 <br />Diameter (n) <br />1.989 <br />Length (in) <br />4.846 <br />NORMALSTRESS <br />psi <br />25.0 <br />50.0 <br />100.0 <br />1 <br />100 <br />a, <br />a <br />50 <br />0 <br />JOB NO. <br />2439 -19 <br />DATE SAMPLED <br />DATE TESTED <br />8/07/13 HN <br />PROJECT <br />L10035- Asphalt <br />JOINT TYPE <br />Natural open fracture <br />Mass (g) <br />681.5 <br />Wet Density (pcf) <br />172.4 <br />PEAK SHEAR STRESS <br />psi <br />27.00 <br />42.00 <br />90.00 <br />Normal Stress vs. Peak Shear Stress <br />Rim Basalt #2,Natural open fracture <br />i <br />O <br />0 50 100 <br />Normal Stress tpsi) .. <br />o Shear Data Best Fit Line e c = 3.0 ksf Phi = 40.6 degrees <br />Notes and Comments: Uneven shear area. <br />150 <br />'�„o iawww rt.rho, <br />Data entered by: HN Date: 08/07/2013 <br />Data checked by: CJ Date--O-al Date--O—al O 9 1 x D 1-3 <br />File Name: BYDSR9A2 <br />