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,i <br />0.6 <br />d <br />O <br />Q <br />o: <br />O <br />iJ 0.5 <br />w <br />ii <br />Q <br />J 1 <br />J <br />w <br />U) <br />Z 0 <br />O <br />F <br />O <br />J <br />p -1 <br />2 <br />O <br />U <br />Z -2 <br />w <br />v <br />a/ <br />w <br />a -3 <br />0.4 ~ <br />100 <br />The Consolidation Test (ASTM D-2435) <br />Was Run By Fhet Subjectlng The Sotl <br />Specimen To A'Seatmg' Load. <br />The'Seating' Load Is To Remove Slack <br />from The Apparatus And To Provide An <br />Accurate Point of Beginning. <br />The Test Begins With The Specimen At <br />Appro>emately Natural Moisture Contend. <br />The Sample is Loaded to Approldmately <br />900 psf And Then Saturated With Water. <br />Arty Swell Or Collapse Of The Specimen <br />Is Noted And The Loading Is Continued. <br />After The Ma>amum Test Load, The Soil <br />1000 10000 Specmen Is Unload, To Measure Rebound <br />APPLIED TEST LOAD -psf And SwelCmg Potential, After Consolidation. <br />LOAD SUMMARY <br />'I OB psI SEATING LOAD <br />9O1 PsI SAMPLE SATURATED <br />O % SOIL COLLAPSE <br />0.09 %SOIL EXPANSION/SWELL <br />0.54 % SAMPLE REBOUND ~ UNLOAD <br />'1.7~ %MAXIMUMCONSOLIDAT/ON <br />3990 Psr MAXIMUM TEST LOAD <br />100 1000 10000 <br />APPLIED TEST LOAD -psf <br /> INITIAL MAXIMUM <br />LOAD FINAL <br />LOAD <br />SOIL DENSITY c 112.1 114.0 113.4 <br />SOIL MOISTURE % 7.2% 16.6% 16.9°h <br />CONSOLIDATION °h -0- 1.71°h 1.17°h <br />VOID RATIO a 0.481 0.456 0.464 <br />SATURATION % 40°k 97% 97% <br />SOIL #: II <br />SOIL TYPE: ML <br />TEST HOLE #: 2 ~ 6' <br />SAMPLE Gs: 2.66 <br />DIAMETER: 2.5" <br />AREA inchs: .03409 <br />SOIL CONSOLIDATION ASTM D-2435 <br />POND 12 EMBANKMENT, CAMEO <br />' Powderhorn Coal Com an Palisade CO. <br />Western Associated Cosl Corp. Date <br />LINCOLN - DeVORE, Inc. Flagataft, Arizona ~-z~-97 <br />Geotechnical Consultants Job No. Drawn <br />8ti110-J ~ •EMM- <br />