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2021-09-07_REVISION - M1973021 (7)
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2021-09-07_REVISION - M1973021 (7)
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Last modified
9/13/2021 1:26:24 PM
Creation date
9/7/2021 12:24:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Revision
Doc Date
9/7/2021
Doc Name Note
Appendix 1 Geotech Exhibit
Doc Name
Adequacy Review Response
From
Aggregate Industries-WCR, Inc.
To
DRMS
Type & Sequence
AM7
Email Name
ECS
MAC
Media Type
D
Archive
No
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Table 4-3. 2018 Subsurface Explorations: Uniaxial Compressive Strength (UCS) Test Results <br /> Uniaxial <br /> Borehole ID Sample Sample Material Compressive <br /> Number Depth (ft) Strength <br /> (psi) <br /> M-3-18 2 303.7-304.5 Sillimanitic 8,386 <br /> Gneiss <br /> M-3-18 3 337-337.5 Sillimanitic 5,321 <br /> Gneiss <br /> M-2-18 4 264-264.5 Granitic 33,012 <br /> Gneiss <br /> M-2-18 6 43-43.5 Biotite Gneiss 20,314 <br /> M-5-18 8 270-271 Biotite Gneiss 3,601 <br /> M-4-18 9 173-174 Granitic 9,221 <br /> Gneiss <br /> M-5-18 10 305-306 Pegmatite 7,658 <br /> According to the laboratory test results, the average friction angle for the granitic gneiss is <br /> 24.4 degrees and the average apparent cohesion is 46.8 psi. The average friction angle for the <br /> sillimanitic gneiss is also 24.4 degrees, and average apparent cohesion is 63.3 psi for <br /> sillimanitic gneiss. The biotite gneiss has a friction angle of 30.8 degrees and zero cohesion. <br /> 17 <br /> Aggregate Industries—Morrison Quarry GEI Consultants, Inc. <br /> AM-07 Geotechnical Stability Exhibit November 2020 <br />
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