Alexander Ct-LR070913
I~A TESTING. INC.
OUR REPORT NO.: 070021-2
DATE: 09/13/07
MATERIAL DESCRIPTION: BROWN SANDY CLAY
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023 TEST METHOD: ASTM D698-A
TESTED FOR: MIRA MAR DEVELOPMENT CORPORATION SOil ID NUMBER: 1
COll S MAXIMUM DRY UNIT WEIGHT: 119.4 PCF
OPTIMUM MOISTURE CONTENT: 12.3 %
LIQUID LIMIT: 25
PLASTIC LIMIT: ~
PLASTICITY INDEX: 10 0
% FINER THAN NO. 200 SIEVE:
CLASSIFICATION: (Cl)
SAMPLE LOCATION: 125' N X 100' E OF THE SW CORNER OF
SITE
PROJECT:
~~
~
MOISTURE DENSITY RELATIONSHIP
0%
5%
20%
25%
35%
130
125
120
~
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@. 115
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105
100
95
Respectfully Submitted,
~~
Tom Ellis
ALPHA TESTING, INC.
Our lest 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 and/or distributed except with express approval of Alpha. The use of our
name and lesl results must receive our written approvaL Test results and reports apply only to the samples lested andlor observed, and are not indicative of the qualities of apparently identical or similar specimens
Geotechnical Engineering Hi Construction Materials Testing flJ Environmental Engineering flJ Consulting
I~A TESTING, IHe.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023 TEST METHOD: ASTM D698-A
TESTED FOR: MIRA MAR DEVELOPMENT CORPORATION SOIL 10 NUMBER: 3
COLLEYVILLE, TEXAS MAXIMUM DRY UNIT WEIGHT: 115.4 PCF
OPTIMUM MOISTURE CONTENT: 13.0 %
LIQUID LIMIT: 30
PLASTIC LIMIT: ~
PLASTICITY INDEX: 3
% FINER THAN NO. 200 SIEVE: %
PROJECT:
115
~
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Iii
g 110
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100
OUR REPORT NO.: 070021-4
DATE: 09/13/07
MATERIAL DESCRIPTION: LIGHT BROWN AND TAN CLAYEY SAND
CLASSIFICATION: (CL)
SAMPLE LOCATION: 50' N X 100' E OF THE SW CORNER OF
SITE
(
ALEXANDER COURT
COPPELL, TEXAS
MOISTURE DENSITY RELATIONSHIP
125
120
95
90
35%
0%
5%
10%
15%
20%
25%
30%
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 and/or distributed except with express approval of Alpha. The use of our
name and lest results must receive our wntlen approval. Test results and reports apply only to the samples tested and/or observed. and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering Ib Construction Materials Testing fb Environmental Engineering fb Consulting
I~A TESTING. INC.
2209 Wisconsin St" Suite 1 ()()
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023 TEST METHOD: ASTM D698-A
TESTED FOR: MIRA MAR DEVELOPMENT CORPORATION SOIL ID NUMBER: 2
COllEYVllLE, TEXAS MAXIMUM DRY UNIT WEIGHT: 118.6
OPTIMUM MOISTURE CONTENT: 12.8
LIQUID LIMIT: 29
PLASTIC LIMIT: 4t
PLASTICITY INDEX:
% FINER THAN NO. 200 SIEVE: 1;%
PROJECT:
120
-
~
:;,
l.)
Ui
g 115
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~
!:: 110
Z
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105
OUR REPORT NO.: 070021-3
DATE: 09/13/07
MATERIAL DESCRIPTION: BROWN AND TAN CLAYEY SAND
CLASSIFICATION: (SC)
SAMPLE LOCATION: 200' N X 20' E OF THE SW CORNER OF
SITE
PC F ."..."".,
%
ALEXANDER COURT
COPPEll, TEXAS
MOISTURE DENSITY RELATIONSHIP
130
125
100
95
30%
35%
0%
5%
10%
15%
20%
25%
MOISTURE CONTENT
Respectfully Submitted,
~~
T om 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 and/or distributed except with express approval of Alpha. The use of our
name and test results musl receive our written approval. Test resutls and reports apply only to the samples tested andlor observed, and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering fli Construction Materials Testing fli Environmental Engineering fli Consulting