Alexander Ct-LR080129
I~A TESTlNG./NC.
2209 Wisconsin St., Suite 1 ()()
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: Mira Mar Development Corporation
Colleyville, Texas
OUR REPORT NO.: 070021-34
DATE: 01/29/08
MATERIAL DESCRIPTION: REDDISH TAN SANDY CLAY
CLASSIFICATION: LIME STABILIZED
SAMPLE LOCATION: KNIGHT WAY AT CENTERLINE TO PAD 2
PROJECT:
TEST METHOD: ASTM D698-A
SOIL ID NUMBER: 8L
MAXIMUM DRY UNIT WEIGHT: 111.8 PCF
OPTIMUM MOISTURE CONTENT: 14.5 %
LIQUID LIMIT: 28
PLASTIC LIMIT: 22
PLASTICITY INDEX: 6
% FINER THAN NO. 200 SIEVE: N/A
MOISTURE DENSITY RELATIONSHIP
95
125
120
115
~
~
(.)
Cii
g. 110
t-
::I:
C)
jjj
3:
t- 105
Z
::l
>-
0:::
C
100
90
0%
5%
10%
15%
20%
25%
30%
35%
MOISTURE CONTENT
Respectfully Submitted,
~~
Tom Ellis
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced andlor distributed except with express approval of Alpha. The use of our
name and test results must receive our written approvaL Test rasulls and reports apply only to the samples tested andler observed, and are not indicative of the qualities of apparently identical or similar specimens
Geotechnical Engineering fll Construction Materials Testing fl; Environmental Engineering fl; Consulting