Duke Lesley 3C-LR090417
ALPHAt\TESTlNG
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: 04/17/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-5A
TEST DATA:
TECHNICIAN: J.R.
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
36 04/17/09 FG 1 20.8 102.1 22.2 101 99 1-A
TEST LOCATION:
Utility (Electric Line Connecting from the New Building to the New Parking Lot)
36 50' W from the East End of the Line
37
38
39
40
41
42
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH S
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICAT
D. RETEST
Respectfully Submitted.
~LW~
Christopher W. Eddy. P.E.
ALPHA TESTING. INC.
Our test resulls 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
ALPHA~TESTlNG
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: 04/17/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-5
TEST DATA:
TECHNICIAN: J.R.
TEST ~. SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
29 04/17/09 FG-1.5 1 20.8 102.1 21.6 99 97 1-A
30 04/17/09 FG-1.0 1 20.8 102.1 23.0 98 96 1-A
31 04/17/09 FG-0.5 1 20.8 102.1 22.4 99 97 1-A
32 04/17/09 FG 1 20.8 102.1 21.3 101 99 1-A
33 04/17/09 FG-1.5 1 20.8 102.1 22.5 97 95 1-A
34 04/17/09 FG-1.0 1 20.8 102.1 23.4 100 98 1-A
35 04/17/09 FG-0.5 1 20.8 102.1 22.1 101 99 1-A
TEST LOCATION:
Utility (Electric Line Connecting from the New Building to the New Parking Lot)
29 30' W from the East End of the Line
30 30' W from the East End of the Line
31 30' W from the East End of the Line
32 30' W from the East End of the Line
33 150' W from the East End of the Line
34 150' W from the East End of the Line
35 150' W from the East End of the Line
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 DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respectfully Submitted.
CL+}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.