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Aug~21-96 06:47A Lincoln DeVore of Grd Jct 970-242-1561 <br />- , <br />r.c4 <br />3~ <br />d <br />O <br />o: <br />O <br />O <br />w <br />J <br />o_ <br />too 1000 <br />APPLIED TEST LOAD -psi <br />V.y <br />_. -. <br /> <br />~~ <br /> <br />. <br /> <br />.._ <br /> <br /> <br />0.8 <br />----•- <br />----_ <br />i.._. <br />... <br />~ --- <br />--.. - <br />- <br />~._ -- <br />~ <br />' - <br />_. <br />_ <br />0 <br />7 - -- ~ - <br />. <br />0.6 <br /> <br /> <br />o.s . T._..:~ __f - --- - - <br /> <br /> -. <br />--~ <br />-- _ .. <br />J~d . - <br />~ ~~ .__ <br />J 1 <br />w 0 <br />-1 <br />O -2 <br />-3 <br />o ~ <br />N -~ <br />U -0 <br />~ -7 <br />W -8 <br />U <br />D: -9 <br />a -10 <br />T11e Corerolidation Tsst (ASTM D-2435) <br />LYes Rus By Feet Subjeetinp Ths Soil <br />Spedsn To A'Seetinp' Load. <br />The'Seadrlp' Load Is To Remove Slack <br />Fmm The ApparaCS And To Provide An <br />AmasY Point of i3epinninp. <br />The 7e~t tiepins With The Spsamen At <br />Apptmintllegt Nabaal Moisture Content. <br />The Sample is Loaded to Appro>amately <br />soD patAnd Then Saturated wnh water. <br />Atry Saedl Or Collapse Of The Spedmen <br />b NordAnd The Lnadinp Is Continued. <br />After The Marlimum Teat Load, The Soil <br />10000 man ~ Unload, To Measure Rebound <br />And Slrstalq Potential, After Consolidation. <br />~ --, I <br />I <br />_ ~_ I ~ ~ I <br />.._T __~ I <br />--,--- ~_ }-r- <br />-- -- -- I -}I - - ~ <br />~ I <br />100 1000 10000 <br />APPLIED TEST LOAD - psf <br />LEAD SUMMARY <br />'IOQ Pa SEATING LOAD <br />927 W sAMf~t,ESaruRarED <br />O %SOa. COLLAPSE <br />1.1~ %sonnwANSrowswEU. <br />0.82 %SAMPr.E RE80UND ®Urvi.OAD <br />0.60 %MAXIMUM CONSOLfDAT10N <br />4069 Ptl MAXfMUM TEST LOAD <br /> INITIAL MAXIMUM <br />LOAD FINAL <br />LOAD <br />SOIL DENSITY 112.0 112.7 111.8 <br />SOIL MOISTURE °~ 13.5% 17.896 18.2% <br />CONSOLICATION % -0- 0.6496 -0.18% <br />VOIC RATfO a 0.482 0.473 0.485 <br />SATURA-ION % 74% 1D0% ! 10091 <br />SOIL TYPE: CL <br />TEST HOLE 0: 2 ~ 1 B' <br />SAMPLE Gr. 2.66 <br />DIAMETER: 2.5" <br />lDATION ASTM D-2436 <br />Craekia%Alone Embankment Crest <br />LINCOLN - DeVORE, Inc. <br />Geotechnical Consultants <br />Grand Junction, Colorado <br />f WER?TN ~ ~COLORAD~O C, I D28 96 I <br />fob No. Drawn <br />EMM <br />