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LABORATORY TEST RESULTS <br />Soil Type No. 2 Unified Classification SM <br />Project GEX o{{;tee and Gs~trfcria Bui/e~i ~q <br />Test Boring No. / at ~~~ Depth <br />100 <br />90 <br />~ 80 <br />z <br />~ 70 <br />to <br />G 60 <br />z 50 <br />w <br />c 40 <br />w <br />~' 3 0 <br />20 <br />10 <br />0 <br />100 10.0 1.0 <br />DIAMETER- <br />Sieve size % Passing <br />(mm) <br />0.1 0.01 0.001 <br />1-'~" Natura.l Moisture Content 6.9 <br />1" Specific Gravity <br />3/4" Unit Weight psf <br />1/2" Void Ratio <br />3/8" Swell: <br />#4 ioo psf S1oe11 <br />#10 79./e % Volume Change <br />#20 ~o•S ~o Moisture Increase <br />T40 ~B•9 Proctor: D- <br />#100 23:5 Optimum Moisture % i <br />#200 i~.8 Max. Dry Density pcf <br />,oat ia.s Searing: <br />,oo4S ~.B psf Maximum <br />.0047 3'•9 psf Minimum <br />Atterberg Limits: Consolidation: <br />Liguid Limit % Under psf <br />Plastic Limit Sulfates tSO• ppm <br />P , I . NP <br />shrinkage Limit ROCKY MOUNTAIN GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ! ~ ~ ~ <br />I <br />Job No. io2 Z <br />Date S 7 ~O <br />Test by izGe <br />GRAVEL SAND SILT AND CLAY <br />- - 0 0 <br />;x - \\\ ~ o o ~ o o Sieve Number <br />r, ,~ ri .~ m # # # # ~ xk <br />I I I I t I I I I i I <br /> I <br /> <br /> <br /> I <br /> <br /> I <br /> <br /> <br /> <br />i ~ i <br /> 'I i <br /> ~ <br />- <br />- I <br />Y <br /> <br /> ~~ <br />I ~ I _ <br />r~r <br /> I <br /> I ~ I ' <br /> I I <br /> <br /> I~ 1 I ~ 1 <br />