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2013-09-19_PERMIT FILE - C1981019A (2)
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2013-09-19_PERMIT FILE - C1981019A (2)
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Last modified
8/24/2016 5:25:14 PM
Creation date
10/31/2013 9:39:13 AM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
9/19/2013
Doc Name
Geotechnical Report South Taylor Excess Fills
Section_Exhibit Name
Exhibit 21 Item 1 -ST
Media Type
D
Archive
Yes
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LJ <br />3 <br />t <br />in <br />Yy <br />N <br />_~ <br />LL <br />1 <br />C <br />Results <br />C, ksf <br />~, deg 0.37 <br />23.9 <br />Tan 0.44 <br /> <br /> <br /> <br /> <br /> <br />0 1 2 3 4 5 6 <br />Normal Stress, ksf <br />• <br />• <br />c <br />.~ <br />C <br />d <br />m <br />c <br />0 <br />.y <br />fn <br />:? <br />0 <br />a <br />m <br />T <br />a <br />3 <br />.~ <br />d <br />.~ <br />Q <br />a <br />.~ <br />0 <br />n <br />N <br />C <br />0 <br />.~ <br />d <br />`o- <br />d <br />.~ <br />0 <br />U <br />z.s <br />z <br />d <br />1.5- <br />t6 <br />m <br />z <br />~ 1 <br />-11 <br />Strain, <br />Sample Type: Liner <br />Description: <br />LL= 36 PL= 17 PI= 19 <br />Assumed Specific Gravity= 2.72 <br />Remarks: Failure tangent drawn at <br />approximately 15% strain. <br />Fig. <br />~ Sample No. <br />Water Content, <br />Dry Density, pd <br />'~ Saturation, <br />`- Void Ratio <br />Diameter, in. <br />Water Content, <br />Dry Density, pcf <br />F Saturation, <br />Q Void Ratio <br />Diameter, in. <br />Hei ht, in. <br />Normal Stress, ksf <br />Fail. Stress, ksf <br />Strain, <br />Ult. Stress, ksf <br />Strain, <br />Strain rate, %/min. <br />Client: Shannon & Wilson, Inc <br />ct: ColoWyo Mine <br />lion: CO-3 <br />de Number: S-4 <br />No.: DV108-60/20 <br />Knig~ <br />1 2 3 <br />25.3 25.3 25.3 <br />96.3 98.6 97.9 <br />90.3 95.5 93.8 <br />0.7637 0.7215 0.7352 <br />1.90 1.92 1.91 <br />0.99 0.99 0.99 <br />27.1 25.0 24.5 <br />97.6 100.9 101.9 <br />99.7 99.7 99.9 <br />0.7406 0.6832 0.6669 <br />1.90 1.92 1.91 <br />0.98 0.97 0.95 <br />1.00 2.00 4.00 <br />0.78 1.31 2.12 <br />15.2 14.9 14.9 <br />0.10 0.10 0.10 <br />Depth: 19-20' <br />Date: 1/19/06 <br />t Pieso <br />Tested By: <br />Checked By: <br />FIG. B-4 <br />
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