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LABORATORY TEST RESULTS <br /> <br />Soil Type No. Z Unified Classification- C L Job No. ioe s <br />Project GEX Roodsida M~ia .s/nva .~'ai/u~r bate ~!L~Bo <br />Test Boring No. 3 at /o ~ Depth Test by ~"A 4/ <br />2 <br />H <br />y <br />R <br />CL <br />F <br />w <br />u <br />x <br />w <br />a <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />100 <br />90 <br />SO <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />Sleve size °% Passing <br />1_~„ <br />1" <br />3/4" ioo <br />1/2" 98•t <br />3/8" 9S•5 <br />#4 99.8 <br />#10 83.9 <br />#20 X9.3 <br />#40 ~G.G <br />#100 G9.z <br />#200 s8•z <br />. oz / 30.3 <br />.oeS/ a/.z <br /> <br />Atterberg Limits: <br />Liquid Limit z~s.s <br />Plastic Limit ~5•~ <br />P. I. ~•e <br />Shrinkage Limit - <br />0.01 0,001 <br />Natural Moisture Content 9.l. <br />Specific Gravity <br />Unit Weight psf <br />Void Ratio <br />Swell: <br />psf Swell <br />Volume Change <br />Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />Max. Dry Density pcf <br />Bearing: <br />psf Maximum <br />psf Minimum <br />Consolidation: <br />Under psf <br />Sulfates ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ! ~ r <br />