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DIRECT SHEAR <br />so <br />40 <br />30 <br />N20 <br />to <br />JOB NO. 2439 -19 <br />DATE SAMPLED <br />DATE TESTED 8/07/13 HN <br />PROJECT 1-10035- Asphalt <br />JOINT TYPE Natural open fracture <br />Mass (g) 708.6 <br />Wet Density (poi 173.1 <br />PEAK SHEAR STRESS <br />psi <br />21.00 <br />30.00 <br />34.00 <br />Normal Stress vs. Peak Shear Stress <br />Basalt #2,Natural open fracture <br />o <br />t, <br />o' <br />o t0 <br />I O Shear Data <br />20 30 40 50 <br />Notmial 6k= (pal) <br />i <br />Best Fit Line • c =18.4 ksf Phi = 22.5 degrees <br />Notes and Comments: Uneven and partially broken shear area. <br />Data entered by: HN Date: 08/07/2013 <br />Data checked by:___ - W Date: 0616 1 L vl 3 <br />File Name: BYDSBA2 <br />'tea., r.F w Va., <br />C <br />ASTM D 5607 <br />CLIENT <br />Bderley Associates <br />BORING NO. <br />Basalt #2 <br />DEPTH <br />SAMPLE ID <br />ROCK TYPE <br />Diameter (in) <br />1.991 <br />Length (in) <br />5.009 <br />NORMALSTRESS <br />psi <br />12.0 <br />20.0 <br />40.0 <br />so <br />40 <br />30 <br />N20 <br />to <br />JOB NO. 2439 -19 <br />DATE SAMPLED <br />DATE TESTED 8/07/13 HN <br />PROJECT 1-10035- Asphalt <br />JOINT TYPE Natural open fracture <br />Mass (g) 708.6 <br />Wet Density (poi 173.1 <br />PEAK SHEAR STRESS <br />psi <br />21.00 <br />30.00 <br />34.00 <br />Normal Stress vs. Peak Shear Stress <br />Basalt #2,Natural open fracture <br />o <br />t, <br />o' <br />o t0 <br />I O Shear Data <br />20 30 40 50 <br />Notmial 6k= (pal) <br />i <br />Best Fit Line • c =18.4 ksf Phi = 22.5 degrees <br />Notes and Comments: Uneven and partially broken shear area. <br />Data entered by: HN Date: 08/07/2013 <br />Data checked by:___ - W Date: 0616 1 L vl 3 <br />File Name: BYDSBA2 <br />'tea., r.F w Va., <br />C <br />