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<br />~~ <br />3,000 <br />2,000 <br />d <br />v <br />• N <br />W <br />N <br />T <br />1,000 <br />o-} <br />0 <br />Job No. 25,863 <br />PEAK <br />RESIDUAL <br />~ // ~ /~ <br />/ / <br />~~~~~ <br />~j/ <br />/ ,i ~' <br />/ /~ <br />/// <br />LOWER BOUND STRENGTH: <br />USED IN STABILITY ANALYSIS <br />/ ~ ~ = 28, C = 400 PSF <br />/ ~ ~ / <br />/ /~ <br />' // <br />SUMMARY OF' TEST RESULTS <br /> TEST ~ COMPACTION PEAK / COHESION <br />SAMPLE NO. (ASTM D698) RESIDUAL 0' PSF <br />P3, TYPICAL 1. 85 PEAK 31 800 <br />SPOIL <br /> 2. 85 RESIDUAL 32 500 <br /> 3. 95 PEAK 31 1200 <br /> 4. 95 RESIDUAL 32 600 <br />R1, TYPICAL 5. 85 PEAK 29 600 <br />SPOIL <br /> 6. 85 RESIDUAL 28 400 <br /> 7. 95 PEAK 27 1000 <br /> 8. 95 RESIDUAL 26 700 <br />I <br />'Exhibit 13, <br />~ Portal Stability Report, <br />/~P% A, ~1~, A-9 <br />i <br /> <br />~ ,oo0 2.000 <br />NORMAL FORCE (PSF) <br />3,000 <br />4,000 <br />Summary of <br />Direct Shear <br />Tests <br />Flg. A-9 <br />