Westhaven 2-LR130322TESTED FOR:DATE: 03/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1624 03/22/13 FG-1.0 4 18.1 104.8 25.1 100 96 1-A
1625 03/22/13 FG 4 18.1 104.8 24.0 101 96 1-A
1626 03/22/13 FG-1.0 4 18.1 104.8 24.4 100 96 1-A
1627 03/22/13 FG 4 18.1 104.8 24.0 101 96 1-A
1628 03/22/13 FG-1.0 4 18.1 104.8 24.6 101 96 1-A
1629 03/22/13 FG 4 18.1 104.8 25.8 99 94 1-A
1630 03/22/13 FG-1.0 4 18.1 104.8 23.3 101 96 1-A
TEST LOCATION: Detention Pond on Phase 1 - Clay Liner 1200'
1624
1625
1626
1627
1628
1629
1630
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, 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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
Bottom of Pond, 250' E of West End of Pond
Bottom of Pond, 300' E of West End of Pond
Bottom of Pond, 90' E of West End of Pond
Bottom of Pond, 125' E of West End of Pond
Bottom of Pond, 200' E of West End of Pond
DATETEST
NO.
Bottom of Pond, 150' E of West End of Pond
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Bottom of Pond, 50' E of West End of Pond
D. Hinton
130127-80
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1631 03/22/13 FG 4 18.1 104.8 24.3 100 95 1-A
1632 03/22/13 FG-1.0 4 18.1 104.8 23.6 101 96 1-A
1633 03/22/13 FG 4 18.1 104.8 24.4 100 95 1-A
1634 03/22/13 FG-1.0 6 18.6 102.8 24.0 100 97 1-A
1635 03/22/13 FG 6 18.6 102.8 22.3 101 98 1-A
1636 03/22/13 FG-1.0 6 18.6 102.8 21.5 102 99 1-A
1637 03/22/13 FG 6 18.6 102.8 23.0 100 97 1-A
TEST LOCATION: Detention Pond on Phase 1 - Clay Liner 1200'
1631
1632
1633
1634
1635
1636
1637
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, 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.
D. Hinton
130127-80A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Bottom of Pond, 500' E of West End of Pond
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Bottom of Pond, 350' E of West End of Pond
Bottom of Pond, 600' E of West End of Pond
Bottom of Pond, 650' E of West End of Pond
Bottom of Pond, 400' E of West End of Pond
Bottom of Pond, 450' E of West End of Pond
Bottom of Pond, 550' E of West End of Pond
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 03/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1638 03/22/13 FG-1.0 6 18.6 102.8 22.7 100 98 1-A
1639 03/22/13 FG 6 18.6 102.8 24.0 99 96 1-A
1640 03/22/13 FG-1.0 6 18.6 102.8 23.7 97 94 1-A
1641 03/22/13 FG 6 18.6 102.8 23.7 98 96 1-A
1642 03/22/13 FG-1.0 6 18.6 102.8 21.2 102 99 1-A
1643 03/22/13 FG 6 18.6 102.8 24.0 102 99 1-A
1644 03/22/13 FG-1.0 6 18.6 102.8 22.8 103 100 1-A
TEST LOCATION: Detention Pond on Phase 1 - Clay Liner 1200'
1638
1639
1640
1641
1642
1643
1644
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, 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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
Bottom of Pond, 950' E of West End of Pond
Bottom of Pond, 1000' E of West End of Pond
Bottom of Pond, 750' E of West End of Pond
Bottom of Pond, 800' E of West End of Pond
Bottom of Pond, 900' E of West End of Pond
DATETEST
NO.
Bottom of Pond, 850' E of West End of Pond
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Bottom of Pond, 700' E of West End of Pond
D. Hinton
130127-80B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1645 03/22/13 FG 4 18.1 104.8 24.0 101 96 1-A
1646 03/22/13 FG-1.0 4 18.1 104.8 23.0 101 96 1-A
1647 03/22/13 FG 4 18.1 104.8 22.8 100 96 1-A
1648 03/22/13 FG-1.0 4 18.1 104.8 22.7 99 94 1-A
1649 03/22/13 FG 6 18.6 102.8 23.0 99 96 1-A
1650 03/22/13 FG-1.0 6 18.6 102.8 21.0 102 99 1-A
1651 03/22/13 FG 6 18.6 102.8 22.0 100 97 1-A
TEST LOCATION: Detention Pond on Phase 1 - Clay Liner 1200'
1645
1646
1647
1648
1649
1650
1651
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, 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.
D. Hinton
130127-80C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Bottom of Pond, 200' W of East End of Pond
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Bottom of Pond, 1050' E of West End of Pond
Bottom of Pond, 300' W of East End of Pond
Bottom of Pond, 350' W of East End of Pond
Bottom of Pond, 100' W of East End of Pond
Bottom of Pond, 150' W of East End of Pond
Bottom of Pond, 250' W of East End of Pond
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 03/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1652 03/22/13 FG-4.1 4 18.1 104.8 22.9 101 96 1-A
1653 03/22/13 FG-2.8 4 18.1 104.8 23.0 101 96 1-A
1654 03/22/13 FG-3.5 4 18.1 104.8 22.0 103 98 1-A
1655 03/22/13 FG-3.4 4 18.1 104.8 21.2 103 99 1-A
1656 03/22/13 FG-4.1 4 18.1 104.8 22.8 100 96 1-A
1657 03/22/13 FG-2.8 4 18.1 104.8 22.6 102 97 1-A
1658 03/22/13 FG-3.5 4 18.1 104.8 22.5 102 97 1-A
TEST LOCATION:
1652
1653
1654
1655
1656
1657
1658
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, 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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
12' N and 50' E of SW Corner of Block B, Lot 15
12' N and 50' E of SW Corner of Block B, Lot 16
45' S and 15' W of NE Corner of Block B, Lot 12
45' S and 15' W of NE Corner of Block B, Lot 13
12' N and 50' E of SW Corner of Block B, Lot 14
DATETEST
NO.
45' S and 15' W of NE Corner of Block B, Lot 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' S and 15' W of NE Corner of Block B, Lot 11
D. Hinton
130127-80D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: