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LABORATORY TEST RESULTS <br />Soil Type No. was{a Unified Classification N A Job No. iz ~8 <br />Project Cargo l.Jas{r Ba.-~.E ~/o. 3 Date ~O~zS Bo <br />Test Boring No. - at Depth Bui.F Sa,.. / Test by LG <br />c~ <br />z <br />~, <br />m <br />a <br />a <br />E <br />z <br />w <br />U <br />c <br />G <br />GRAVEL SAND SILT AND CLAY <br />- - - 0 0 <br />'k" _ ~~~ ~r o o v ° N Sieve Number <br />.--i .-~ rl ,--~ r~l # # yk # # # <br />I I I I I 1 I I I I I <br />i _ <br />- I- <br />i ~ ~ <br />i I I <br />i ~ i i I <br />i ~ <br />i I I <br />100 10.0 1.0 0.1 0.01 0.001 <br />DIAMETER- (mm) <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />¢ ~ 90.9 <br />1-i" G9. / <br />1' - <br />3/4" ,ts.s <br />1/2" s7.7 <br />3/8" ss.z <br />~4 z9.~ <br />T 10 z.s-/ <br />X20 zz.s <br />n40 ir.3 <br />X100 E.3 <br />T200 ~• B <br />.OZ G. 7 <br />.a o5 t.4 <br />Natural Moisture Content 29.5 <br />Specific Gravity i-7 ~ <br />Unit Weight Avo. 8 3 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 />Atterberg Limits: <br />Liquid Limit -- <br />Plastic Limit <br />P. I. .VP <br />Shrinkage Limit - <br />Consolidation: <br />Under <br />Sulfates <br />psf <br />ppm <br />ROCKY MOUNTAIN GEOTECHNICAL <br />-•s <br />COLORADO SPRINGS, COLORADO <br />r~ . <br />