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GENERAL47847
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GENERAL47847
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Entry Properties
Last modified
8/24/2016 8:23:14 PM
Creation date
11/23/2007 3:49:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981016
IBM Index Class Name
General Documents
Doc Date
9/3/1980
Doc Name
soils test letter
From
HIGHLAND ENGINEERING
To
WESTERN SLOPE CARBON
Permit Index Doc Type
GENERAL CORRESPONDENCE
Media Type
D
Archive
No
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_. <br />HIGHLAND ENGINEERING <br />F. Dan Rinehart P. E. <br />Delta, Colorado 81416 <br />September 3, 1980 <br />Catherine Chachas <br />4lestern Slope Carbon <br />315 East 200 South <br />N0402 <br />Salt Lake City, Utah 84111 <br />Dear 11s. Chachas: <br />III IIIIIIIIIIIIIIII <br />Enclosed is a copy of the correspondance sent to you earlier. <br />I talked to the Soils lab anain and they are still running tests on the <br />sample; so far the tests have been erratic. <br />Consolidation Shear <br />Load Strength <br />1000' 3300K/f t2 <br />2000k 2800n/f[2 <br />500,Y 9o0k/f t2 <br />The soils lab indicates that the soil should be breaking in <br />shear at 2000N/ft2 to 300oN/ft=, therefore the shear strength in <br />the calculations (28COrY/ft2)is as good a value as possible a[ this <br />time. All shear strengths completed by the lab are above the lowest <br />shear strength (327N/ft2) to achieve a safe factor of 1. This indicates <br />that there is no slope stability problem. , <br />I will be sending you set of revised calculations as soon as <br />the lab report arrives. <br />Thank you for being so patient. <br />__. Si 'F-e1y~~ <br />~ , <br />-_.- i J I~ <br />-~-~1--- <br />F. Dan Rinehart P, E. <br />FD4/mh <br />S E P O B 1980 <br />WES?ERN SLOPE CARBON,INC. <br />
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