Westhaven 2-LR130326TESTED FOR:DATE: 03/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1750 03/26/13 FG-2.0 6 18.6 102.8 23.9 102 99 1-A
1751 03/26/13 FG-1.4 6 18.6 102.8 21.8 101 98 1-A
1752 03/26/13 FG-2.9 6 18.6 102.8 23.9 99 96 1-A
1753 03/26/13 FG-1.2 6 18.6 102.8 22.4 100 97 1-A
1754 03/26/13 FG-1.6 6 18.6 102.8 23.0 98 95 1-A
1755 03/26/13 FG-1.4 6 18.6 102.8 22.3 100 97 1-A
1756 03/26/13 FG-2.1 6 18.6 102.8 23.8 98 95 1-A
TEST LOCATION:
1750
1751
1752
1753
1754
1755
1756
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
130127-83
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
12' S and 25' W from NE Corner of Bock B, Lot 8
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 25' W from NE Corner of Bock B, Lot 5
30' S and 15' W from NE Corner of Bock B, Lot 10
30' S and 15' W from NE Corner of Bock B, Lot 11
12' S and 25' W from NE Corner of Bock B, Lot 6
12' S and 25' W from NE Corner of Bock B, Lot 7
12' S and 25' W from NE Corner of Bock B, Lot 9
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: 03/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1757 03/26/13 FG-1.5 6 18.6 102.8 22.5 99 97 1-A
1758 03/26/13 FG-1.2 6 18.6 102.8 23.3 98 96 1-A
1759 03/26/13 FG-1.4 6 18.6 102.8 23.0 100 97 1-A
1760 03/26/13 FG-1.7 6 18.6 102.8 21.8 98 96 1-A
1761 03/26/13 FG-2.8 6 18.6 102.8 21.3 102 99 1-A
1762 03/26/13 FG-2.4 6 18.6 102.8 23.2 99 96 1-A
1763 03/26/13 FG-2.9 6 18.6 102.8 23.0 98 95 1-A
TEST LOCATION:
1757
1758
1759
1760
1761
1762
1763
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
10' S and 45' W from NE Corner of Bock B, Lot 24
10' S and 45' W from NE Corner of Bock B, Lot 25
10' S and 45' W from NE Corner of Bock B, Lot 17
10' S and 45' W from NE Corner of Bock B, Lot 21
10' S and 45' W from NE Corner of Bock B, Lot 23
DATETEST
NO.
10' S and 45' W from NE Corner of Bock B, Lot 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' S and 15' W from NE Corner of Bock B, Lot 13
D. Hinton
130127-83A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1764 03/26/13 FG-1.7 6 18.6 102.8 23.0 99 96 1-A
1765 03/26/13 FG-2.1 4 18.1 104.8 20.4 103 99 1-A
1766 03/26/13 FG-1.4 4 18.1 104.8 20.5 102 97 1-A
1767 03/26/13 FG-1.7 4 18.1 104.8 20.3 103 98 1-A
1768 03/26/13 FG-1.0 5 14.4 111.9 17.5 109 98 1-A
1769 03/26/13 FG-1.3 5 14.4 111.9 16.4 111 99 1-A
1770 03/26/13 FG-1.5 5 14.4 111.9 17.1 111 99 1-A
TEST LOCATION:
1764
1765
1766
1767
1768
1769
1770
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
130127-83B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' S and 45' W from NE Corner of Bock B, Lot 29
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 45' W from NE Corner of Bock B, Lot 26
10' S and 45' W from NE Corner of Bock B, Lot 31
10' S and 45' W from NE Corner of Bock B, Lot 33
10' S and 45' W from NE Corner of Bock B, Lot 27
10' S and 45' W from NE Corner of Bock B, Lot 28
10' S and 45' W from NE Corner of Bock B, Lot 30
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: 03/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1771 03/26/13 FG-1.1 5 14.4 111.9 18.3 107 95 1-A
1772 03/26/13 FG-2.0 5 14.4 111.9 17.7 109 98 1-A
1773 03/26/13 FG-1.1 5 14.4 111.9 18.6 108 96 1-A
1774 03/26/13 FG-1.0 5 14.4 111.9 17.6 108 97 1-A
1775 03/26/13 FG-2.4 5 14.4 111.9 19.0 107 96 1-A
1776 03/26/13 FG-2.5 5 14.4 111.9 18.9 108 97 1-A
1777 03/26/13 FG-2.6 5 14.4 111.9 18.8 108 96 1-A
TEST LOCATION:
1771
1772
1773
1774
1775
1776
1777
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
10' S and 45' W from NE Corner of Bock B, Lot 44
10' S and 45' W from NE Corner of Bock B, Lot 45
10' S and 45' W from NE Corner of Bock B, Lot 35
10' S and 45' W from NE Corner of Bock B, Lot 39
10' S and 45' W from NE Corner of Bock B, Lot 43
DATETEST
NO.
10' S and 45' W from NE Corner of Bock B, Lot 41
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 45' W from NE Corner of Bock B, Lot 34
D. Hinton
130127-83C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1778 03/26/13 FG-1.6 5 14.4 111.9 19.7 107 95 1-A
1779 03/26/13 FG-1.6 5 14.4 111.9 18.5 108 97 1-A
1780 03/26/13 FG-1.4 5 14.4 111.9 18.6 107 96 1-A
1781 03/26/13 FG-2.6 5 14.4 111.9 17.7 109 97 1-A
1782 03/26/13 FG-2.8 5 14.4 111.9 19.1 108 96 1-A
1783 03/26/13 FG-1.0 5 14.4 111.9 18.2 110 98 1-A
1784 03/26/13 FG-1.4 5 14.4 111.9 18.8 107 96 1-A
TEST LOCATION:
1778
1779
1780
1781
1782
1783
1784
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
130127-83D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
35' N and 15' E from SW Corner of Bock B, Lot 49
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 45' W from NE Corner of Bock B, Lot 46
12' N and 30' E from SW Corner of Bock B, Lot 41
12' N and 30' E from SW Corner of Bock B, Lot 43
10' S and 45' W from NE Corner of Bock B, Lot 47
10' S and 45' W from NE Corner of Bock B, Lot 48
35' N and 15' E from SW Corner of Bock B, Lot 50
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: 03/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1785 03/26/13 FG-1.5 5 14.4 111.9 18.8 110 98 1-A
1786 03/26/13 FG-1.6 5 14.4 111.9 19.4 107 96 1-A
1787 03/26/13 FG-1.6 5 14.4 111.9 18.1 110 98 1-A
1788 03/26/13 FG-1.8 5 14.4 111.9 18.5 108 97 1-A
1789 03/26/13 FG-1.0 5 14.4 111.9 18.6 108 96 1-A
1790 03/26/13 FG-1.1 5 14.4 111.9 19.0 109 97 1-A
1791 03/26/13 FG-1.9 5 14.4 111.9 16.5 112 100 1-A
TEST LOCATION:
1785
1786
1787
1788
1789
1790
1791
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 30' E from SW Corner of Bock B, Lot 27
12' N and 30' E from SW Corner of Bock B, Lot 25
12' N and 30' E from SW Corner of Bock B, Lot 45
12' N and 30' E from SW Corner of Bock B, Lot 49
12' N and 30' E from SW Corner of Bock B, Lot 35
DATETEST
NO.
12' N and 30' E from SW Corner of Bock B, Lot 50
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' N and 30' E from SW Corner of Bock B, Lot 44
D. Hinton
130127-83E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: