Laserfiche WebLink
Soil Sample: CLAYEY, SANDY GRAVEL (GC) Sample No. 1 (T}pkap <br />Geologic Origin: ALLUVIAL, Some River Cobble ,West Yard Test by: MS <br />Natural Water Content (w): Boring No.: Depth: <br />Soil Specific Gravity (Gs): In-Place Density (pcf): <br />100 <br />90 <br />70 <br />c <br />~ eo <br />N <br />m <br />o_ ~ <br />c <br />d <br />U <br />~ °o <br />o. <br />w <br />m <br />+o <br />0 <br />COOaLe m GRAVCL SAND SILT to CUY <br />i <br />-~- <br />i <br /> I <br /> <br /> <br /> <br /> <br /> <br /> <br />izs rs so ars xs <br />P ~ us ss °. <br />article Grain rs zx r.rs o.a o.rs o. <br />Size lmml ~ o.oz o.oos <br />Sieve (mm) % PessinD <br />5' 125 100 <br />3' 75 83 <br />2' S0 77 <br />1-12' 37.5 73 <br />1' 25 62 <br />3/4' 19 59 <br />1Q' 12.5 53 <br />3/6' 9.5 49 <br /># 4 4.75 43 <br />#10 2.36 36 <br />#20 1.18 35 <br />#40 0.3 26 <br />#100 0.15 23 <br />#200 0.075 20.0 <br /> 0.02 13 <br /> 0.005 7 <br />Effective size mm <br />C' u <br />Cc <br />Plastic Omit (PL) <br />Lpuid Limit (LL) <br />Plasticity Index (PI) 7°,6 <br />Shrinkage Limit (SL) <br />. Shrinkage Ratio <br />DIRECT SHEAR: <br />Shear Angle: <br />Tan Shear Angle: <br />Cohesion: <br />MOISTURE/DENSITY RELATIONSHIP: <br />ASTM Method: D~98-A <br />Mex. Dry Density : 123.9 pd <br />Optimum Moisture : J 1 5~ <br />HVEEM-CARMANY: FHA Soil Swell: <br />'R' Velue (~ 300 psi: °~ Swell <br />Daplacement 300 psi: psf <br />Expansion (~ 300 psi: <br />ALLOWABLE BEARING (net): <br />Standard Penetration (SPT): ps( <br />Unconfined Compression (qu): psf <br />CONSOLIDATION: ~ paf <br /> ~ psf <br />SULFATE SALTS: ppm <br />PERMEABILITY: <br />K (20 C): Void Ratio: <br />LINCOLN - DeVORE, Inc. <br />Geotechnical Consultants <br />Grand Junction. Colorado <br />deg. <br />psf <br />Haul Road for Coal Mioe Waste Bank <br />SANBORN CREEK MINE, Somerset, C( <br />BALAZ & ASSOCIATES Date <br />Oxbow Carbou & Minerals 12-23-96 <br />Job No. I Drawn <br />85688-J EMM <br />