Alexander Ct-LR080501
I~A TESTING. INe.
2209 Wisconsin St., Suite 100
Oo/los, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
PROJECT:
TEST DATA:
TEST
NO.
DATE
192
05/01/08
193
05/01/08
TEST LOCATION:
192
193
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
Mira Mar Development C9rporation
Colleyville, Texas ./
Alex~~
Coppell, Texas
~ ELEV
DEPTH~
SOIL 10
NUMBER
OPTIMUM
MOISTURE
%
DATE: 05/01/08
OUR REPORT NO.: 070021-51
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURJDOES NOT COMPLY WITH SPECIFICATIONS
RETEST ..
(I W
FG
6
14.0
%
112.3
14.6
106
/Btt.
1- 90
-
1-B
1-BC
FG
6
14.0
112.3
12.2
Respectfully Submitted.
~~
Tom Ellis
ALPHA TESTING. INC.
Our test results and reports are for the exclUSive use of the Chent (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 must receive our written approval Test results and reports apply only to Ihe samples tested and/or observed, and are not indicative of the qualities of
apparently Identical or SImilar specimens
*A
B
C
D.
~~
~ !JI~. J ~_~ ~
." ~! VA V
....
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting