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Aug-•21-96 0.6:45A Lincoln DeVOre o1= Grd Jct 970-242-I56I <br />r. cc <br />,l <br />0.9 • <br />°,'o.e• <br />O <br />r- <br />~0.7• <br />O <br />W0.6• <br />J <br />o. <br />X0.5• <br />-1 1 <br />w 0 <br />., <br />o_ -z <br />~ -3 <br />a <br />o~ <br />y -5 <br />2 ~ <br />U <br />F- -7 <br />w -8 <br />~ -9 <br />a _to <br />0.4 <br />100 <br /> <br />.... . --- ... I ... ._ <br />I... .. <br />. . <br />. ~- <br />. ---- -- <br />..----....1... - <br />-- <br />- <br />- - <br /> <br />_ L_.`_i ___._ I ._ _. Y <br /> <br />------ ----C -- <br /> <br />. ..... <br />- <br />~ i:. <br />- - - <br />r- <br /> <br /> <br />The Conaotldffon Test (ASTM D-2435) <br />Was Run Idy FiW Subjecting The Soil <br />Speamen Tol~SeaEnp' Loed. <br />The'Ssat+r>dY~ad Is To Removs Slack <br />From The Appv>iCts And To ProNde An <br />Accurate Peirtd8sginning. <br />The Test 8eois With The Specimen At <br />ApproxLnatey Wwral Moisture Content. <br />The SampleibLoaded to Approl6mately <br />900 pd And T1am Saturated With Water. <br />Any Swell Or Collapse Of The Specimen <br />b Noted And Zia Loading Is Continued. <br />After The Me=num Test Load, Tris Soil <br />1000 10000 Specimen is lblioad, To Measure Rebound <br />APPLIED TEST LOAD -psi And Swelling Potential, Attar Consolidation. <br />I _ ~_~ _~ <br />-- --- I.. - - -~- ~- - ~ -1- <br />I ~) ~ i <br />.. ~ - -I- - -' ~-- - <br />I i <br />i <br />i <br />I <br />-.~__ JJ <br />I -~ 1 <br />--~-~-~-. .. - - - I- - - - I <br />too tooo loooo <br />APPLIED TEST LOAD - psf <br />LOAD ~IAAARY <br />106 p~/ SHl4WG LOAD <br />8O1 pv SIMPLE SATURATED <br />O %soa COLLAPSE <br />0.83 %saa.t~alvsloN~swt:LL <br />0.79 % sAa>PLE REHOUNO ~ UNLOAD <br />1).34 %MA>a1UM CONSOUDAf10N <br />3890 per WtlltUM TEST LOAD <br /> INITIAL MAXIMUM <br />LOAD FINAL <br />LOAD <br />SOIL DENSITY 110.7 1122 111.3 <br />SOIL MOISTURE °.6 10.5°b 18.0% 18.496 <br />CONSOLIDATION % -0- 1.34% 0.55°,6 <br />VOID RAT10 a 0.499 0.479 0.491 <br />SATURATION °,6 56°b 10096 100°b <br />SOIL N: I <br />501E TYPE: CL <br />TEST MOLE S: 1 (~ <br />SAMPLE Gs: 2.66 <br />OtAMFTER: 2.5" <br />AST'M D-2436 <br />LINCOLN - DeVORE, Inc. <br />Geotechnical Consultants <br />WESTERN FUELS UTAH, Inc. Date <br />RANGELY, COLORADO 7-28-96 <br />Job No. Drawn <br />85577-J EMM <br />