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DIRECT SHEAR <br />50 <br />40 <br />30 <br />U) <br />w <br />N20 <br />10 <br />JOB NO. 2439 -19 <br />DATE SAMPLED <br />DATE TESTED 8/07/13 HN <br />PROJECT L10035- Asphalt <br />JOINT TYPE Natural open fracture <br />Mass (g) 684.1 <br />Wet Density (pcf) 171.4 <br />PEAK SHEAR STRESS <br />psi <br />10.00 <br />15.00 <br />28.00 <br />Normal Stress vs. Peak Shear Stress <br />Rim Basafl #1,Natural open fracture <br />i <br />0 � � <br />0 <br />10 20 30 40 s0 <br />Nound $tress (PA) <br />i Io Shear Data Best Fit Line • c = 3.5 ksf Phi = 31.3 degrees <br />Notes and Comments: <br />ICXT:::� Data entered by: HN Date: 08/07/2013 Data checked by: PA) Date: o 10 D/3 <br />File Name: BYDSRBAI <br />ASTM 0 5607 <br />CLIENT <br />Brierley Associates <br />BORING NO. <br />Rim Basalt #1 <br />DEPTH <br />SAMPLE ID <br />ROCK TYPE <br />Diameter (in) <br />1.997 <br />Length (in) <br />4.854 <br />NORMAL STRESS <br />psi <br />10.0 <br />20.0 <br />40.0 <br />50 <br />40 <br />30 <br />U) <br />w <br />N20 <br />10 <br />JOB NO. 2439 -19 <br />DATE SAMPLED <br />DATE TESTED 8/07/13 HN <br />PROJECT L10035- Asphalt <br />JOINT TYPE Natural open fracture <br />Mass (g) 684.1 <br />Wet Density (pcf) 171.4 <br />PEAK SHEAR STRESS <br />psi <br />10.00 <br />15.00 <br />28.00 <br />Normal Stress vs. Peak Shear Stress <br />Rim Basafl #1,Natural open fracture <br />i <br />0 � � <br />0 <br />10 20 30 40 s0 <br />Nound $tress (PA) <br />i Io Shear Data Best Fit Line • c = 3.5 ksf Phi = 31.3 degrees <br />Notes and Comments: <br />ICXT:::� Data entered by: HN Date: 08/07/2013 Data checked by: PA) Date: o 10 D/3 <br />File Name: BYDSRBAI <br />