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CHEN AND ASSOCIATES <br />TABLE II <br />SUMMARY OF LABORATORY TEST RESULTS <br />Job No. 20,084 <br /> NATURAL NATURAL DRY ATTERBERGLIMITS UNCONFINED TRIAXIAL SHEAR TESTS OTHER <br />HOLE DEPTH <br />(FEET) MOISTURE <br />(y.) DENSITY <br />(PCFI LIOUIO <br />LMT <br />(X) PLASTICITY <br />IMOEX <br />(%) OMPRESSIVE <br />STRENGTH <br />(P SF) pEVIATOR <br />STRESS <br />(P SF) CONFINING <br />PRESSURE <br />(PSF) <br />TEST <br />TYPE <br />SOIL TYPE <br />R-1 .0 11. 82.0 2.31 0.85 Sp. Gr. Loal Refuse <br /> 4.8o I. 2 <br /> 6 <br /> 4.0 1 .5 82.9 11.74 3.20 Sp. Gr. Coal Refuse <br /> 1 .8 .51 <br /> 16. <br /> 1.1 5 Gr. Coal Refuse <br /> 11 .6 1 0. Cla Inert La er <br /> 6.18 1_.84 <br /> 10. 4 2 <br />R- 24.0 Perm. <br />-2 102.6 6 6 1 .61 0. 0 Sand cla <br /> .42 1. <br /> 8.6 .42 <br />BS b5 13.2` 110.3* 31 15 1.62 0.52 CBR Sandy clay <br /> 2. 0. 4 <br /> 4. 0 1.66 <br />5-1 11.8A 102.5* 160 Sand cla (TX/UU) <br />-2 14. Ill. I10 Sand cla TX UU <br /> +` 114.0' 16 Sand cla (TX/UU) <br /> <br /> <br /> <br />Remolded Data <br />Sp. G~- Specific Gravity • <br />CBR - California Bearing Ratio ca-~ <br />