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2020-11-05_REVISION - M1973021 (12)
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2020-11-05_REVISION - M1973021 (12)
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Last modified
1/19/2025 3:58:45 AM
Creation date
11/9/2020 2:21:52 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
REVISION
Doc Date
11/5/2020
Doc Name Note
Part 1 of 9
Doc Name
Request For Amendment To Permit
From
Aggregate Industries-WCR Inc.
To
DRMS
Type & Sequence
AM7
Email Name
TC1
MAC
ECS
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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