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HYDRO30448
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HYDRO30448
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Entry Properties
Last modified
8/24/2016 8:49:10 PM
Creation date
11/21/2007 12:25:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Hydrology
Doc Date
9/13/1996
Doc Name
GEOTECHNICAL INVESTIGATION OF RP-4 SEDIMENT POND EMBANKMENT
From
WESTERN FUELS-UTAH INC
To
DMG
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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Aug-•21-96 06:46A Lincoin DaVore of Grd Jct 970-242-1561 <br />N.C:3 <br />31 <br />0.9 <br />m 0.8 <br />O <br />r <br />~ 0.7 <br />D <br />O <br />w 0.6 <br />1 <br />O. <br />~ 0.5 <br />0.4 <br />J 1 <br />W D <br />~ -1 <br />o -2 <br />Q -3 <br />J ~ <br />Z -5 <br />U -0 <br />F •7 <br />U -8 <br />a: -9 <br />W <br />n. -to <br />_..... ....... .}I ~._ ..-- <br />-- --- t'` -~- <br />I.. ...... - - - -- ~ -f- <br />- - •-- - <br />---.. - - <br />-- -- _ -_ <br />~~_ _ ~ <br />100 1000 <br />APPLIED TEST LOAD -psf <br />The Carsoidalion Test (ASTM D-2435) <br />Was Run SY Fast Subjecting The Soil <br />Specimen To A'Seatinp' Load. <br />Ths 'Seating' Load Is To Remove Slack <br />From Ths Apparatus And To Provide An <br />Accurate Poad of Beginning. <br />The TestBa~ns With The Specimen At <br />Appro>ornetMy Natural Moisture Content. <br />Ths Sample is Loaded to Appro>omately <br />900 pef And Thsn Saturated WAh Water. <br />Any Sa+etl Or Collapse Of The Specimen <br />Is Noted And The Loading Is Contlnued. <br />Alter The Wrimum Test Load, The Soil <br />10000 Specimen bUnload, To Measure Rebound <br />And Svnling Potential, After COne011datl0n. <br />._._ --~ ~~ -- ~ 1 <br />------- - ~-r <br />`~_ <br />--- -1-- i - -~-~- <br />~ I --- -- __`-~' <br />~ ..1_ -_~._ i <br />- ~-~_ <br />-- - -r ~ I ~ <br />i ~ i <br />i ~ ~ I <br />100 loco loooo <br />APPLIED TEST LOAD -psf <br />UMMARY <br />106 par SEATING LOAD <br />901 pv SAMPLE SATURATED <br />0 x soa coLLAPSE <br />0.96 xsatFxPAnrsroNawELL <br />0.77 x SAMPLE RE90UND Q UNLOAD <br />3.09 x MATOMUM CONSOLIDATION <br />3990 par lIAK1MUM TEST LOAD <br /> INITIAL MAXIMUM <br />LOAD FlNAL <br />LOAD <br />SOIL DENSITY 105.7 109.1 108.2 <br />SOIL MOISTURE % 15.7°~ 19.6°~ 20.1°.6 <br />CONSOLIDATION °,6 -0- 3.09°~ 2.32% <br />VOID RATIO a 0,570 0.522 D.534 <br />SATURATION °~6 73°~ 100°b 100% <br />CONSOLIDATION <br />Soil Cracking <br />SOIL TYPE: CL <br />TEST MOLE t?: 2 ~ 10' <br />SAMPLE Gs: 2.66 <br />DIAMETER' 2.5" <br />AREA inchs: .03409 <br />ASTM D•243b <br />me Embankment Crest <br />WESTERN FUELS UTAH, Inc. Date <br />LINCOLN - DeVORE, ~l1Ci. RANGELY,COLORADO 7-28-96 <br />Geotechnical Consultants rJob No. TDrewn ~- <br />
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