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2011-09-30_PERMIT FILE - C1980007A (7)
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2011-09-30_PERMIT FILE - C1980007A (7)
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Last modified
10/27/2016 11:07:43 AM
Creation date
11/28/2012 10:18:09 AM
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
9/30/2011
Doc Name
Laboratory Test Data
Section_Exhibit Name
Exhibit 82 Appendix B
Media Type
D
Archive
Yes
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Direct Shear Test Job No A <br />ASTM: D3080 Pege B- 53�f�Z�4'/1 <br />Project: MCC RPE <br />Boring No.: Sample No. LRP1 SE Depth: 0 -8" Test Date: 2/15/2011 <br />' -cation: Sample Type: Fully Softened Date Reported: 2/18/2011 <br />Type: Pulverized Refuse - Silt (ML) Shear Rate <br />0.0024 (in /min) <br />Remarks: Specimen prepared thru the #200 sieve using a ball mill. Specimen were the prepared to a <br />liquidity index of approximately 1.3. Liquid Limit: 44.7 <br />Plastic Limit: 27.0 <br />Plasticity Index: 17.7 <br />Specific Gravity: 1.85 <br />0.005 <br />0 <br />g -0.005 <br />c <br />H <br />c -0.01 <br />Y <br />_V <br />t <br />F <br />S-0.015 <br />m <br />c <br />U -0.02 <br />-0.025 <br />-0.03 <br />0 <br />3 <br />2.5 <br />2 <br />LL <br />N <br />N <br />ayi 1.5 <br />in <br />m <br />m <br />s <br />rn <br />1 <br />0.5 <br />on <br />0 <br />0.05 0.1 0.15 0.2 0.25 0.3 0.35 Apparent 0.114 TSF Apparent 0.144 TSF <br />Cohesion Cohesion <br />5 <br />4.5 <br />4 <br />3.5 <br />LL <br />CO <br />i- <br />H 3 <br />N <br />d <br />r <br />co 2.5 <br />r <br />to 2 <br />1.5 <br />1 <br />0.5 <br />0 <br />0.05 0.1 0.15 0.2 0.25 0.3 0.35 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br />Shear Displacement (inch) Normal Stress (TSF) <br />9301 Bryant Ave South Suite 107 N(LINEERIN(; Bloomington. Minnesota 55420 -3436 <br />ESTtNG- INC:. <br />Failure Criterion: <br />Max Stress <br />A <br />B <br />C <br />D <br />Initial <br />& <br />Q <br />X <br />Diameter (In.) <br />2.51 <br />2.51 <br />2.51 <br />2.51 <br />Thickness (In.) <br />0.78 <br />0.73 <br />0.70 <br />0.72 <br />Water Content (M) <br />49.7 <br />49.7 <br />49.7 <br />49.7 <br />Dry Density (pcf) <br />60.5 <br />60.5 <br />59.4 <br />61.6 <br />Before Shear <br />Thickness (In.) <br />0.69 <br />0.63 <br />0.58 <br />0.60 <br />Water Content ( %) <br />37.1 <br />34.0 <br />32.9 <br />30.5 <br />Dry Density (pcf) <br />68.5 <br />70.9 <br />71.8 <br />73.8 <br />Normal Stress <br />1.00 <br />2.00 <br />3.00 <br />4.00 <br />Shear Stress <br />0.77 <br />1.47 <br />2.15 <br />2.77 <br />"These tests are for informational purposes only and must be reviewed by a <br />qualified professional engineer to verify that the test parameters shown are <br />appropriate for any particular design. " <br />Peak Conditions <br />At Given Shear Disp. Of: 0.3 <br />Friction Angle: 0-- 33.8 deg. <br />Friction Angle: 0-- 32.7 deg. <br />0.05 0.1 0.15 0.2 0.25 0.3 0.35 Apparent 0.114 TSF Apparent 0.144 TSF <br />Cohesion Cohesion <br />5 <br />4.5 <br />4 <br />3.5 <br />LL <br />CO <br />i- <br />H 3 <br />N <br />d <br />r <br />co 2.5 <br />r <br />to 2 <br />1.5 <br />1 <br />0.5 <br />0 <br />0.05 0.1 0.15 0.2 0.25 0.3 0.35 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br />Shear Displacement (inch) Normal Stress (TSF) <br />9301 Bryant Ave South Suite 107 N(LINEERIN(; Bloomington. Minnesota 55420 -3436 <br />ESTtNG- INC:. <br />
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