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CIRECT SHE~,R <br /> ASTM D 5"007 <br />CLIENT Haley 3 Aldrich <br />BORING NO. HA-4 <br />DEPTH 67.08.0 <br />PROJECT 25th Ave. Property Slurry Walls <br />ROCK TYPE Sitstone <br />Diameter (n) 1.857 <br />Length (in) 4.716 <br />NORMAL STRESS PEAK SHEAR <br /> (ps) STRESS (pst) <br /> 50 129 <br /> 100 <br /> 200 <br />JOB NG. 2143-02 <br />DATE SAMPLED <br />DATE TESTED 7/1Zl01 HN <br />LOCATION Greely, CO <br />JOfNT TYPE Intact <br />Mass (g) 468.15 <br />Wet Density (pcf) 139.6 <br />RESIDUAL SHEAR <br />STRESS (psa) <br />52.0 <br />70.0 <br />122.0 <br /> - ~ <br /> Normal Stress vs. Residual Shear Stress <br /> HAS„67.0~8.O.Intact <br /> 2 <br /> 50 ~ ~ - <br /> <br />200 I <br /> i <br /> <br /> <br />a <br /> <br />7 I <br />i <br />-_~ <br /> 50 I <br />N <br />N <br />d <br /> <br />. <br />._ .... _._....__.~_ ~ I <br /> <br />I <br />' <br />J <br />N <br />W <br /> t~ <br />N <br />I <br />i <br />I <br /> ~ <br />I I <br /> 0 <br />I 0 50 100 t50 ?00 ?50 <br />' Normal Stress (psi) <br /> <br />' <br />O Shear Data - 9est Fif Line • c = 26.0 psi k <br />~ <br /> <br />Phi = 25.4 degrees ~ Peak Stress ~ I <br />~ <br />Notes and Comments: <br />Data entered by: HN Cate: Oil1~2001 <br />Data chec!ced by: ~ Date: ~~rzwl <br />File Name: F'ARCPE4 <br />AGVANC~D TERRA TESTING :nc. <br />