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CIRECT Si-EAR <br /> ASTM D 5"007 <br />CLIENT Haley & Aldricn <br />BORING NO. HA-o' <br />DEPTH 72.0.73.0 <br />PROJECT 25th Ave. Property Slurry Walls <br />ROCK TYPE Sitstone <br />Diameter (in) 1.852 <br />Length (n) 5.075 <br />NORMAL STRESS PEAK SHEAR <br /> (pst) STRESS (pst) <br /> 50 111 <br /> 100 <br /> 200 <br />JCB NC. 2143-62 <br />DATE SAMPLED <br />DATE TESTED 7/12(01 HN <br />LOCATION Greely, CO <br />JOINT TYPE Intact <br />Mass (g) 490.25 <br />Wet Density (pcf) 136.6 <br />RESIDUAL SHEAR <br />STRESS (pst) <br />48, 0 <br />63,0 <br />97,0 <br /> Normal Stress vs. Residual Shear Stress ~ ~ <br /> HAb„720.73.O,Intad <br /> 250 <br /> I <br />i <br />I <br /> 200 <br /> i <br /> <br />'a <br />150 ~ I <br />I <br />b <br />~ <br />d <br /> <br />`m <br />m <br /> <br />t ~ <br />(Q w J ~~ <br />I <br />I !~ <br />5Q <br /> <br /> <br /> Q <br /> 0 50 1C0 750 200 Z50 <br /> Normal Stress (psi) <br /> ffF <br />O Shear Data -Best Fit Line • c = 31.0 psi k <br /> Phi = t8.2 degrees • Peak Stress <br /> L t <br />Notes and Comments: <br />Data entered 5y: HN Date: 07/122001 <br />Data chec!ced'oy: ~ Date: ~~ ~o~ <br />File Name: HARCPEt <br />ACVANC~D TE=cR~=. TES T iNG. inc. <br />