Duke Lesley 3C-LR090414
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: 04/14/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-3
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
1 04/14/09 FG-1.5 1 20.8 102.1 21.5 99 97 1-A
2 04/14/09 FG-1.0 1 20.8 102.1 21.2 98 96 1-A
3 04/14/09 FG-0.5 1 20.8 102.1 23.0 98 96 1-A
4 04/14/09 FG 1 20.8 102.1 22.0 102 100 1-A
5 04/14/09 FG-1.5 1 20.8 102.1 21.6 98 96 1-A
6 04/14/09 FG-1.0 1 20.8 102.1 22.3 100 98 1-A
7 04/14/09 FG-0.5 1 20.8 102.1 20.9 99 97 1-A
TEST LOCATION:
Utility
1 12" Water Sewer Lateral ST -1 at Station 0+25
2 12" Water Sewer Lateral ST -1 at Station 0+25
3 12" Water Sewer Lateral ST -1 at Station 0+25
4 12" Water Sewer Lateral ST -1 at Station 0+25
5 12" Water Sewer Lateral ST -2 at Station 0+25
6 12" Water Sewer Lateral ST -2 at Station 0+25
7 12" Water Sewer Lateral ST -2 at Station 0+25
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.
C4fL 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 offtce) 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 wrillen 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: 04/14/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-3A
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
8 04/14/09 FG 1 20.8 102.1 21.7 99 97 1-A
9 04/14/09 FG-1.5 1 20.8 102.1 22.7 99 97 1-A
10 04/14/09 FG-1.0 1 20.8 102.1 21.3 98 96 1-A
11 04/14/09 FG-0.5 1 20.8 102.1 22.1 101 99 1-A
12 04/14/09 FG 1 20.8 102.1 21.5 100 98 1-A
13 04/14/09 FG-1.5 1 20.8 102.1 22.8 9.9- 97 1-A
14 04/14/09 FG-1.0 1 20.8 102.1 21.1 ~ ~) 100 1-A
TEST LOCATION: Utility "fA (A rf.~
8 12" Water Sewer Lateral ST -2 at Station 0+25 )( V
, \../
9 12" Water Sewer Lateral ST -2 at Station 1 + 75
10 12" Water Sewer Lateral ST -2 at Station 1 + 75
11 12" Water Sewer Lateral ST -2 at Station 1 + 75
12 12" Water Sewer Lateral ST -2 at Station 1 + 75
13 12" Water Sewer Lateral ST -3 at Station 0+25
14 12" Water Sewer Lateral ST -3 at Station 0+25
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.
C4fL W. &tJ
Christopher W. Eddy, P.E.
ALPHA TESTING, INC.
Our test results and repons 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: 04/14/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-38
TEST DATA:
TECHNICIAN: J.R.
TEST ~. SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
15 04/14/09 FG-0.5 1 20.8 102.1 20.9 101 99 1-A
16 04/14/09 FG 1 20.8 102.1 22.4 102 100 1-A
TEST LOCATION:
Utility
15 12" Water Sewer Lateral ST -3 at Station 0+25
16 12" Water Sewer Lateral ST -3 at Station 0+25
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,
C4fL W. &tJ
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.