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2007-10-31_REVISION - M2006080 (2)
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2007-10-31_REVISION - M2006080 (2)
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Entry Properties
Last modified
6/16/2021 5:57:02 PM
Creation date
11/21/2007 8:30:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006080
IBM Index Class Name
Revision
Doc Date
10/31/2007
Doc Name
Submittal
From
WSI
To
DRMS
Type & Sequence
TR1
Media Type
D
Archive
No
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J.A. Cesare & Associates, Inc. /Construction Technical Services C~ <br />7108 South Alton Way, Bld;. B ~- SARE <br />Centennial, Colorado 80112 ...o.ssoci,..ies. ,ae ~~ ue <br />Phone: (303) 783-9965; Fax: (303) 783-9964 °-`"'~°"~"""""~" ~~---•^^•~ <br />Unconfined Compressive Strength of Cohesive Soil (ASTVt D 21661 <br />Pro'ect No.: D07.032 107021-000) Hole: LHP-8, R-3 <br />Pro'ect Name: Loveland Read Mix SI Wall De dt: 33' - 34' <br />Date: 2-1u1-07 Lab Tech: m'b Sample Description: <br />Lab ID: 721294 Checked B WS Caires CLAYSTONE, shale, dark rav <br />Unconfined Compressive Strength (tau): 242,106 psf <br />Shear Strength (S_u): 121,053 psf <br />Axial Strain <br />(°~o) Axial Stress <br />(ps0 <br />St <br />ress-Str <br />ain Curv <br />e <br />0.0 55.6 <br />0.3 71580.9 256000 <br />248000 I I I <br />7 201175 <br />2 240000 I I <br />0. . I <br />t <br />3 242106.1 232000 <br />224000 i I I I <br />. <br /> 216000 <br />2.0 1090.6 208000 <br /> 200000 <br />2.6 541.6 <br />3 <br />3 269.0 192000 <br />184000 <br />. 176000 <br /> 168000 ' <br /> 160000 <br /> I I <br /> ~„ (52000 <br />44000 I <br /> 1 <br />I <br /> c <br /> 136000 <br />y 128000 I I <br /> 20 <br />00 <br /> 1 <br />0 I f <br /> ~ 112000 I <br />104000 1 I I <br /> I <br /> <br />96000 I I <br /> 88000 I I I <br /> 80000 ~ I <br /> I <br /> 72000 I <br />64000 I I I I <br /> I I <br /> 56000 <br /> <br />48000 I I I <br /> <br />40000 I I I I <br /> I I I I I I I <br /> 32000 I <br />24000 I I I I I <br /> <br />~ I i I I I <br /> 16000 <br /> 8000 ~ i <br /> ~ I I i <br /> 0 , <br /> 0. 0 O S L O L S 2. 0 2 5 3. 0 3S <br /> S train, <br /> <br />Rev. J/ii0i W7.03'_ Cncomined CS 7? L'93-721_96 <br />
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