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<br /> <br />I~ <br />LJ <br /> <br />0 ~ <br />0 <br /> <br /> / ~ <br /> <br /> 4 1 7 <br /> 5 <br />F <br />I ORMAL VALUE <br />STABI <br />IT USED <br />3 / <br /> L <br />Y A <br />N ALYSIS; <br /> = 30, C = ' 00 PSF / <br /> I / ~ <br /> ~ 2 6 <br /> y 8~ <br /> / I <br /> / <br /> U~ <br /> IN STABIL ITY ANALYSIS <br /> = 30, C = 0 PSF <br />LorenClto Surface Mlna <br />°~ vne.e i <br />Job No. 25,863 <br />s,ooo - <br />~ 4,000 <br />N <br />a <br />2 <br />H <br />C~ <br />Z <br />W <br />N <br />= 2,000 <br />N <br />~ i ~ i i ~ <br />2,000 4,000 6,000 <br />NORMAL FORCE (PSF) <br />8,000 <br />~Gur~~ ~ r3, ,p <br />~GG S~~Li ~ R~~~7Z // <br />SUMMARY OF DIRECT SHEAR TESTS -SPOIL <br />ID 7 COMPACTION <br />N0. SAMPLE ASTM D-698 G1 COHESION (PSF) <br /> <br />1. R-1 85 29 920 <br />2. 95 27 200 <br />3. P-3 85 31 300 <br />4. 95 31 700 <br />5. RB-1 70 35 150 <br />6. 90 29 500 <br />7. RB-2 70 28 200 <br />8. 90 30 250 <br />1 <br />Summary of <br />Strength Testing - <br />spou Flg. C-3 <br />