Duke Lesley 3C-LR090521 (2)
AlPHA~TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Duke Construction Limited Partnership
Dallas, Texas
DATE: OS/21/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-22
TEST DATA:
TECHNICIAN: J. Ranjbaran
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
-
\
72 OS/21/09 SG 1 20.8 102.1 23.8 94 92 2-B
73 OS/21/09 SG 1 20.8 102.1 24.7 93 91 2-B
74 OS/21/09 SG 1 20.8 102.1 24.5 95 93 / 2-B
75 OS/21/09 SG 1 20.8 102.1 22.9 93 91 I 2-B
J
,.,,-
TEST LOCATION:
Paving
72 20' Wand 20' N from SE corner of parking lot
73 30' Wand 60' N from SE corner of parking lot
74 15' Wand 100' N from SE corner of parking lot
75 25' Wand 150' N from Se corner of parking lot
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOE OT C PLY WITH SPECIFICATIONS
D. RETEST
Respectfully Submitted,
CM}L W ~
Christopher W. Eddy, P.E.
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 must receive our written 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.