Duke Lesley 3C-LR090422
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 partner;tjp_j
DATE: 04/22/09
Dallas, exas .
PROJECT: Point West I Expansion fi ~REPORT NO.: 090238-6
//
Coppell, Texas
/
""
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
37 04/22/09 FG-1.5 1 20.8 102.1 21.5 100 98 i-A
38 04/22/09 FG-1.0 1 20.8 102.1 22.8 99 97 i-A
39 04/22/09 FG-0.5 1 20.8 102.1 22.4 102 100 i-A
40 04/22/09 FG 1 20.8 102.1 21.3 98 96 i-A
41 04/22/09 FG-1.5 1 20.8 102.1 22.6 100 98 i-A
42 04/22/09 FG-1.0 1 20.8 102.1 21.7 98 96 i-A
43 04/22/09 FG-0.5 1 20.8 102.1 22.7 101 99 i-A
TEST LOCATION:
Generator Electric Line from the Existing Building to the New Parking Lot
37 30' E from the West End of the Line
38 30' E from the West End of the Line
39 30' E from the West End of the Line
40 30' E from the West End of the Line
41 60' W from the East End of the Line
42 60' W from the East End of the Line
43 60' W from the East End of the Line
1. FILL
2 NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
'A.
B. PERCENT COMPACTION DOES NOT COMPL Y WITH SP
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY
D. RETEST
Respectfully Submitted.
Q4LW~
I ~ I ~ ~ ~toPher W Eddy, P E
(/; ~ (/ 1PHA TESTING. 'NC
0" ,." ,.~". _ ,.~~ .re 'd. .""',,. ".. " ,,,. C".o< ,... ,,,.,, ....",,'" '.OO'.~ "" r," '" 00' ,,"00' "'..~ r ~"'~. .l."""".. ._ .. _~. ..__ 01
ALPHA The use of our name and test results must receive our wntten approval Test results and reports apply only to the samp s tested andlor 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
WWIN.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Duke Construction Limited Partnership
Dallas, Texas
DATE: 04/22/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-6A
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
44 04/22/09 FG 1 20.8 102.1 23.7 100 98 1-A
TEST LOCATION:
Generator Electric Line from the Existing Building to the New Parking Lot
44 60' 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.
C-Lf}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 at
apparently identical or similar specimens.