2007-10-31_REVISION - M2006080 ‎(2)‎

• 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

J.A. Cesare & Associates, Inc. / Construction Technical Services C~
7108 South Alton Way, Bldg. B SARE
Centennial, Colorado 80112 .,.o..ss~oo..,rs....c }ea sd
~.m.,..,r.,. ~..~. .v m....,-..
Phone:[phone]; Fax: [phone]
Unconfined Compressive Strength of Cohesive Soil (.4STVI D 21661
Pro'ect No.: D07.032 (107021-000) Hole: LHP-10, R3
Pro'ect Name: Loveland Read Mix Slu Wall De the 34' - 35'
Date: 2-Jul-07 Lab Tech: m'b Sample Description:
Lab ID: 721296 Checked B WS Caires CLAYSTONE, shale, dark gray
Unconfined Compressive Strength (q_ u): 303,319 psf
Shear Strength (S_ u): 151,660 sf
Anal Strain
(^~o) Asial Stress
(Psn
Stress-Strain Curve
0.0 58.9
0.3 43938.3 320000
310000 T

0
7
151523
5
300000 I
. . I
1.3 303319.0 290000
280000 I I

00 I I
2.0 9810.9 2700 I
2.7 7107.0 260000
250000 i
240000
3.4 6033.4 I
230000
20000
2 I
210000
200000
190000
I I I
180000
170000 I I
I
160000 I I
I ~
150000
140000 I i
I
30000 I I
1 I I
120000
0000 I I I
11 I i I
00000
1
90000 I I

00 I I I
800 I I I
70000 I I
6~~ I I I I I I
I I I I I I
40000
30000 I I i I
i
20000 I ~ I I
!0000 ; I I I I I I
0 I t i ~ ~

0. 0 0. 5 L O l5 2.0 2 S 3. 0 3 5 4.0

Rev. J. i~03 DOZOi? Cnconfincd CS %=L'9i-]'_1_96