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LABORATORY TEST RESULTS <br />Soil Type No. 2 Unified Classification SM <br />Project GEX o{~',ee and Gs~trferia 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 />1_y~., <br />1" <br />3/4" <br />1/2" <br />3/8" <br />#4 ioo <br />#10 79./e <br />#20 cos <br />T40 X8.9 <br />#100 z3:s <br />#200 i~.8 <br />,022 ia.8 <br />oo4S 7. B <br />.0047 3'• 9 <br />Atterberg Limits; <br />Liquid Limit <br />Plastic Limit <br />P , I . NP <br />Shrinkage Limit <br />Job No. io2 Z <br />Date sL~7~~O <br />Test by i7GB <br />GRAVEL SAND SILT AND CLAY <br />- - 0 0 <br />.x" - ~~~ ~ o o ~ o o Sieve Number <br />I I I I 1 I 1 1 1 1 I <br /> I <br /> <br /> <br /> I <br /> <br /> <br /> <br /> <br /> <br />i ~ i <br /> 'I i <br /> i <br />- <br />- , I~ <br />IY I <br /> ~~T I _ <br />I ~ I r--T <br /> <br /> I ~ I ' ~ <br /> I I <br /> <br /> ~~ i I ~ 1 <br />~mm) <br />0.1 0.01 0.001 <br />Natural Moisture Content 6.9 <br />Specific Gravity <br />Unit Weight psf <br />Void Ratio <br />Swell: <br />psf S1oe11 <br />9o Volume Change <br />~o Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />Masc. Dry Density <br />Bearing: <br />pcf <br />psf Maximum <br />psf Minimum <br />Consolidation: <br />Under psf <br />Sulfates tso • ppm <br />ROCKY MOUNTAIN GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO <br />'~ <br />