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DIRECT SHEAR <br />too <br />.y <br />_C <br />N <br />ra rr� <br />w <br />ro <br />s� <br />N <br />s0 <br />JOB NO. 2439 -19 <br />DATE SAMPLED <br />DATE TESTED 8107/13 HN <br />PROJECT 1-10035- Asphalt <br />JOINT TYPE Natural open fracture <br />Mass (g) 705.0 <br />Wet Density (pot) 172.5 <br />PEAK SHEAR STRESS <br />psi <br />23.00 <br />31.00 <br />71.00 <br />Normal Stress vs. Peak Shear Stress <br />Basalt #1, Natural open fracture <br />0- 1 1 1 <br />0 50 100 150 <br />_ Normal Stress (psi) <br />o Shear Data - Best Fit Line e c = 3.0 ksf Phi = 33.5 degrees <br />Notes and Comments: Uneven and broken shear area. <br />►+6�dfaRwA rra T40 <br />Data entered by: HN Date: 08/07/2013' <br />Data checked by: a) Date:--Q5ZL1-51?—c, 13 AT T <br />File Name: BYDSBA1 <br />ASTM D 5607 <br />CLIENT <br />Brierley Associates <br />BORING NO. <br />Basalt #1 <br />DEPTH <br />SAMPLE ID <br />ROCK TYPE <br />Diameter (in) <br />1.986 <br />Length (in) <br />5.027 <br />NORMAL STRESS <br />psi <br />25.0 <br />50.0 <br />100.0 <br />too <br />.y <br />_C <br />N <br />ra rr� <br />w <br />ro <br />s� <br />N <br />s0 <br />JOB NO. 2439 -19 <br />DATE SAMPLED <br />DATE TESTED 8107/13 HN <br />PROJECT 1-10035- Asphalt <br />JOINT TYPE Natural open fracture <br />Mass (g) 705.0 <br />Wet Density (pot) 172.5 <br />PEAK SHEAR STRESS <br />psi <br />23.00 <br />31.00 <br />71.00 <br />Normal Stress vs. Peak Shear Stress <br />Basalt #1, Natural open fracture <br />0- 1 1 1 <br />0 50 100 150 <br />_ Normal Stress (psi) <br />o Shear Data - Best Fit Line e c = 3.0 ksf Phi = 33.5 degrees <br />Notes and Comments: Uneven and broken shear area. <br />►+6�dfaRwA rra T40 <br />Data entered by: HN Date: 08/07/2013' <br />Data checked by: a) Date:--Q5ZL1-51?—c, 13 AT T <br />File Name: BYDSBA1 <br />