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o.s <br />d <br />O <br />H <br />~ 0.5 <br />w <br />J <br />a <br />0.4 i <br />100 <br />~ ~ LOAD SUMMARY <br />0 ' <br />B <br /> I O <br />psr SEATING LOAD <br />~ <br />1 921 psr SAMPLE SATURATED <br />Z - <br />O O % SOIL COLLAPSE <br />2 <br />Q - 0.05 % SOIL EXPANSION/SWELL <br />3 \ 0 <br />42 <br />EBOUND <br />UNLOAD <br />S <br />E <br />- . <br />~ <br />AMPL <br />R <br />% <br />~ ~ 8.99 % MAXIMUM CONSOUDAT/ON <br />Z <br />O <br />5 4069 psl MAXIMUM TEST LOAD <br />U - <br />F- <br />Z <br />6 <br />- <br />w <br />U <br />7 <br />~ - <br />W <br />a~ <br />' The Consolidation Test (ASTM D-2435) <br />Was Run By First Subjecting The Soil <br />Specimen To A'Seating' 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 Wrlh The Specimen At <br />Appro>amatey Natural Moisture Content. <br />The Sample is Loaded to Appro>amately <br />- 900 psf And Then Saturated With Water. <br />Any Swell Or Collapse Of The Specimen <br />Is Noted And The Loading Is Continued. <br />After The Mabmum Test Load, The Soil <br />1000 10000 Specimen Is Unload, To Measure Rebound <br />APPLIED TEST LOAD -psf And Swell'mg Poterdial, After Consolidation. <br />100 1000 10000 <br />APPLIED TEST LOAD -psf <br /> INITIAL MAXIMUM <br />LOAD FINAL <br />LOAD <br />SOIL DENSITY c 107.1 115.1 114.6 <br />SOIL MOISTURE °h 6.2% 16.6% 17.1% <br />CONSOLIDATION % -0- 6.99% 6.57°k <br />VOID RATIO a 0.550 0.442 0.448 <br />SATURATION % 30% 100% 102% <br />SOIL CONSOLIDATI <br />-POND 12 <br />LINCOLN - DeVORE, Inc. <br />Geotechnical Consultants <br />Grand Junction, Colorado <br />SOIL#: II <br />SOIL TYPE: ML <br />TEST HOLE #: 3 ~ 8' <br />SAMPLE Gs: 2.66 <br />DIAMETER: 2.5" <br />AREA inchs: .03409 <br />ASTM <br />Western Associated Coal Corp. Date <br />Flagstaff, Arizona 7-27-97 <br />ob No. Drawn <br />86110.) EMM <br />