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i~l <br /> <br />6,000 - <br />4, 000 - <br />a <br />... <br />H <br />C9 <br />• Z <br />W <br />H <br />N <br />2,000- <br />_ <br />N <br />0 i <br />D <br /> <br /> 4 <br /> 3 <br />-- 2 <br /> / <br /> <br /> / 1 <br />NORMAL VA UE USED <br />IN STABILI ANALYSIS; ~ <br />~ = 25, C = 500 PSF ~ <br /> <br /> <br />~ IN STABILITY ANA LYSIS <br />/ yJ = 15,C=5 00 PSF <br />Lorenelto Surface Mlne <br />Pher l <br />Job No. 25,863 <br />i ~ i i ~ ~ <br />2,000 4,000 6,000 <br />NORMAL FORCE (PSF) <br />8,000 <br />'~x~~~~ri3, APB ~~ <br />~~ ~ 5~3~~ry~C~a~r 1 ~, <br /> SUMMARY OF DIRECT SHEAR TESTS -SOIL <br />ID ~ COMPACTION <br />N0. SAMPLE SOIL TYPE ASTM D-698 X COHESION (PSF) <br /> <br />1. COMBINED CLAY, VERY 95 19 920 <br /> CLAYS FROM SANDY (CL) <br /> JOB N0. 26,559 <br />2. CPT-1 CLAY, VERY 75 28 150 <br /> SANDY (CL) <br />3. CPT-3 CLAY, SANDY 75 31 250 <br /> (CL) <br />4. TP-6A SAND, CLAYEY 90 36 650 <br /> (SC) <br />I <br />Summary of <br />Strength Testing - <br />$OII <br />Flg, C-4 <br />