Duke Lesley 3C-LR090415
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: 04/15/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-4
TEST DATA:
TECHNICIAN: J.R.
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT"
NO. DEPTH NUMBER % PCF % PCF COMPACTION
17 04/15/09 FG-1.5 1 20.8 102.1 21.6 99 97 1-A
18 04/15/09 FG-1.0 1 20.8 102.1 22.5 99 97 1-A
19 04/1 5/09 FG-0.5 1 20.8 102.1 21.3 97 95 1-A
20 04/15/09 FG 1 20.8 102.1 22.7 101 99 1-A
21 04/15/09 FG-1.5 1 20.8 102.1 21.5 100 98 1-A
22 04/15/09 FG-1.0 1 20.8 102.1 21.9 102 100 1-A
23 04/15/09 FG-0.5 1 20.8 102.1 21.8 100 98 1-A
TEST LOCATION:
Utility
17 12" Storm Sewer Lateral ST -3 at Station 1 + 75
18 12" Storm Sewer Lateral ST -3 at Station 1 + 75
19 12" Storm Sewer Lateral ST -3 at Station 1 + 75
20 12" Storm Sewer Lateral ST -3 at Station 1 + 75
21 12" Storm Sewer Lateral ST -4 at Station 0+50
22 12" Storm Sewer Lateral ST -4 at Station 0+50
23 12" Storm Sewer Lateral ST -4 at Station 0+50
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 COMPL Y WITH SPECIFICATIONS
D. RETEST
Respectfully Submitted,
WLW~
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.
ALPHA~TESTlNG
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
wwvv.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Duke Construction Limited Partnership
Dallas, Texas
DATE: 04/15/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-4A
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
24 04/15/09 FG 1 20.8 102.1 21.4 100 98 1-A
25 04/15/09 FG-1.5 1 20.8 102.1 22.1 101 99 1-A
26 04/15/09 FG-1.0 1 20.8 102.1 21.6 97 95 1-A
27 04/15/09 FG-0.5 1 20.8 102.1 23.5 98 96 1-A
28 04/15/09 FG 1 20.8 102.1 21.0 100 98 1-A
P
~'I
TEST LOCATION: Utility ~~
24 12" Storm Sewer LaterJ~ ~4~tation 0+50
...
25 12" Storm Sewer Lateral ST -5 at Station 0+40
26 12" Storm Sewer Lateral ST -5 at Station 0+40
27 12" Storm Sewer Lateral ST -5 at Station 0+40
28 12" Storm Sewer Lateral ST -5 at Station 0+40
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,
CJ.-r}L W ~
Christopher W. Eddy, P.E.
ALPHA TESTING, INC.
Our tesl 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 results and reports apply only to the samples tested andlor observed, and are not indicative of the qualities of
apparently identical or similar specimens.