Duke Lesley 3C-LR090425
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: 04/25/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO,: 090238-8
TEST DATA:
TECHNICIAN: J,R.
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT"
NO, DEPTH NUMBER % PCF % PCF COMPACTION
45 04/25/09 SG 1 20,8 102,1 21,6 101 99 2-A
46 04/25/09 SG 1 20,8 102,1 22,0 102 100 2-A
47 04/25/09 SG 1 20,8 102,1 21,1 98 96 2-A
48 04/25/09 SG 1 20.8 102,1 22,0 100 98 2-A
49 04/25/09 SG 1 20,8 102,1 23.7 97 95 2-A
50 04/25/09 SG 1 20,8 102.1 21.2 98 96 2-A
51 04/25/09 SG 1 20,8 102,1 20,9 101 99 2-A
TEST LOCATION:
Paving
45 New Parking Lot, 20' Wand 30' S from the NE Corner of the Parking Lot
46 New Parking Lot, 80' Wand 80' S from the NE Corner of the Parking Lot
47 New Parking Lot, 60' Wand 180' S from the NE Corner of the Parking Lot
48 New Parking Lot, 40' Wand 250' S from the NE Corner of the Parking Lot
49 New Parking Lot, 30' Wand 320' S from the NE Corner of the Parking Lot
50 New Parking Lot, 20' E and 50' S from the NW Corner of the Parking Lot
51 New Parking Lot, 80' E and 120' S from the NW Corner of the 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 DOES NOT COMPLY WITH SPECIFICATIONS
D, RETEST
Respectfully Submitted,
CJ-f}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.
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: 04/25/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-8A
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
52 04/25/09 SG 1 20.8 102.1 22.4 100 98 2-A
53 04/25/09 SG 1 20.8 102.1 21.6 99 97 2-A
54 04/25/09 SG 1 20.8 102.1 21.1 102 100 2-A
55 04/25/09 SG 1 20.8 102.1 23.2 97 95 2-A
56 04/25/09 SG 1 20.8 102.1 23.5 99 97 2-A
57 04/25/09 SG 1 20.8 102.1 21.1 99 97 2-A
58 04/25/09 SG 1 20.8 102.1 23.2 97 95 2-A
TEST LOCATION:
Paving
52 New Parking Lot, 40' E and 180' S from the NW Corner of the Parking Lot
53 New Parking Lot, 100' E and 310' S from the NW Corner of the Parking Lot
54 New Parking Lot, 50' E and 250' S from the NW Corner of the Parking Lot
55 New Parking Lot, 80' Nand 20' E from the SW Corner of the Parking Lot
56 New Parking Lot, 150' Nand 80' E from the SW Corner of the Parking Lot
57 New Parking Lot, 300' Nand 40' E from the SW Corner of the Parking Lot
58 New Parking Lot, 200' Nand 100' E from the SW Corner of the Parking Lot
1. FILL
2. NATURALSUBGRADE
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 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.
ALPHA~nSTING
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: 04/25/09
PROJECT:
Point West I Expansion
Coppell, Texas
OUR REPORT NO.: 090238-88
TEST DATA:
TECHNICIAN: J.R.
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT.
NO. % PCF % PCF
59 04/25/09 SG 1 20.8 102.1 21.2 101 99 2-A
60 04/25/09 SG 1 20.8 102.1 23.0 97 95 2-A
61 04/25/09 SG 1 20.8 102.1 21.4 99 97 2-A
62 04/25/09 SG 1 20.8 102.1 22.9 99 97 2-A
63 04/25/09 SG 1 20.8 102.1 23.1 100 98 2-A
64 04/25/09 SG 1 20.8 102.1 21.5 98 96 2-A
TEST LOCATION:
Paving
59 New Parking Lot, 100' Nand 30' E from the SW Corner of the Parking Lot
60 New Parking Lot, 30' Wand 20' N from the SE Corner of the Parking Lot
61 New Parking Lot, 10' Wand 70' N from the SE Corner of the Parking Lot
62 New Parkin!=! Lot, 80' Wand 280' N from the SE Corner of the Parking Lot
63 New Parking Lot, 50' Wand 200' N from the SE Corner of the Parking Lot
64 New Parking Lot, 90' Wand 320' N from the SE Corner of the 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 DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respectfully Submitted,
CJ-+}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 fite in our office) and shall not be reproduced and/or distributed except wilh express approval of
ALPHA The use of our name and test results must receive our written approval. Test resulls and reports apply only to lhe samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens.