Westhaven 2-LR130325TESTED FOR:DATE: 03/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1708 03/25/13 FG-2.6 4 18.1 104.8 20.1 105 100 1-A
1709 03/25/13 FG-3.1 4 18.1 104.8 22.1 100 96 1-A
1710 03/25/13 FG-3.4 4 18.1 104.8 22.9 101 96 1-A
1711 03/25/13 FG-3.8 6 18.6 102.8 21.7 99 96 1-A
1712 03/25/13 FG-2.5 6 18.6 102.8 22.6 98 95 1-A
1713 03/25/13 FG-4.5 6 18.6 102.8 22.1 100 98 1-A
1714 03/25/13 FG-2.9 6 18.6 102.8 21.5 99 96 1-A
TEST LOCATION: Phase 2
1708
1709
1710
1711
1712
1713
1714
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
130127-82
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
14' N and 45' E from SW Corner of Block C, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
14' N and 45' E from SW Corner of Block C, Lot 1
14' N and 45' E from SW Corner of Block C, Lot 6
14' N and 45' E from SW Corner of Block C, Lot 13
14' N and 45' E from SW Corner of Block C, Lot 2
14' N and 45' E from SW Corner of Block C, Lot 3
14' N and 45' E from SW Corner of Block C, Lot 5
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: 03/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1715 03/25/13 FG-2.8 4 18.1 104.8 22.1 103 98 1-A
1716 03/25/13 FG-1.8 4 18.1 104.8 21.4 101 96 1-A
1717 03/25/13 FG-3.8 4 18.1 104.8 22.1 100 96 1-A
1718 03/25/13 FG-3.5 4 18.1 104.8 21.5 102 97 1-A
1719 03/25/13 FG-3.5 4 18.1 104.8 21.8 101 97 1-A
1720 03/25/13 FG-3.4 4 18.1 104.8 21.9 102 97 1-A
1721 03/25/13 FG-4.1 4 18.1 104.8 20.3 103 98 1-A
TEST LOCATION: Phase 2
1715
1716
1717
1718
1719
1720
1721
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
45' S and 15' E from NW Corner of Block C, Lot 7
45' S and 15' E from NW Corner of Block C, Lot 8
14' N and 45' E from SW Corner of Block C, Lot 15
14' N and 45' E from SW Corner of Block C, Lot 16
14' N and 45' E from SW Corner of Block C, Lot 18
DATETEST
NO.
14' N and 45' E from SW Corner of Block C, Lot 17
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
14' N and 45' E from SW Corner of Block C, Lot 14
D. Hinton
130127-82A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1722 03/25/13 FG-3.7 4 18.1 104.8 20.5 102 98 1-A
1723 03/25/13 FG-4.2 4 18.1 104.8 20.7 101 97 1-A
1724 03/25/13 FG-2.8 4 18.1 104.8 20.8 103 98 1-A
1725 03/25/13 FG-2.6 4 18.1 104.8 22.0 100 95 1-A
1726 03/25/13 FG-2.4 4 18.1 104.8 21.6 104 99 1-A
1727 03/25/13 FG-3.1 4 18.1 104.8 22.8 101 96 1-A
1728 03/25/13 FG-2.7 4 18.1 104.8 21.6 101 96 1-A
TEST LOCATION: Phase 2
1722
1723
1724
1725
1726
1727
1728
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
130127-82B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
45' S and 15' E from NW Corner of Block C, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' S and 15' E from NW Corner of Block C, Lot 9
35' N and 10' W from SE Corner of Block C, Lot 8
35' N and 10' W from SE Corner of Block C, Lot 9
45' S and 15' E from NW Corner of Block C, Lot 10
45' S and 15' E from NW Corner of Block C, Lot 11
35' N and 10' W from SE Corner of Block C, Lot 7
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: 03/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1729 03/25/13 FG-3.2 1 11.9 117.9 14.6 113 96 1-A
1730 03/25/13 FG-1.8 1 11.9 117.9 13.8 114 97 1-A
1731 03/25/13 FG-1.6 1 11.9 117.9 14.3 112 95 1-A
1732 03/25/13 FG-1.6 5 14.4 111.9 17.2 108 97 1-A
1733 03/25/13 FG-2.1 5 14.4 111.9 16.4 111 99 1-A
1734 03/25/13 FG-2.4 4 18.1 104.8 20.1 104 100 1-A
1735 03/25/13 FG-2.8 4 18.1 104.8 20.3 104 99 1-A
TEST LOCATION: Phase 2
1729
1730
1731
1732
1733
1734
1735
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' S and 40' W from NE Corner of Block C, Lot 3
12' S and 40' W from NE Corner of Block C, Lot 4
35' N and 10' W from SE Corner of Block C, Lot 11
35' N and 10' W from SE Corner of Block C, Lot 12
12' S and 40' W from NE Corner of Block C, Lot 2
DATETEST
NO.
12' S and 40' W from NE Corner of Block C, Lot 1
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' N and 10' W from SE Corner of Block C, Lot 10
D. Hinton
130127-82C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1736 03/25/13 FG-1.5 5 14.4 111.9 18.4 108 96 1-A
1737 03/25/13 FG-3.5 5 14.4 111.9 17.6 110 98 1-A
1738 03/25/13 FG-1.9 5 14.4 111.9 16.6 112 100 1-A
1739 03/25/13 FG-1.8 5 14.4 111.9 17.2 111 99 1-A
1740 03/25/13 FG-0.8 5 14.4 111.9 16.5 112 100 1-A
1741 03/25/13 FG-2.8 1 11.9 117.9 15.0 113 96 1-A
1742 03/25/13 FG-2.5 1 11.9 117.9 14.1 115 98 1-A
TEST LOCATION: Phase 2
1736
1737
1738
1739
1740
1741
1742
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
130127-82D
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 40' W from NE Corner of Block C, Lot 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 40' W from NE Corner of Block C, Lot 5
12' S and 40' W from NE Corner of Block C, Lot 16
12' S and 40' W from NE Corner of Block C, Lot 17
12' S and 40' W from NE Corner of Block C, Lot 6
12' S and 40' W from NE Corner of Block C, Lot 13
12' S and 40' W from NE Corner of Block C, Lot 15
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: 03/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1743 03/25/13 FG-2.5 1 11.9 117.9 14.6 117 99 1-A
1744 03/25/13 FG-1.4 1 11.9 117.9 15.7 114 97 1-A
1745 03/25/13 FG-2.1 1 11.9 117.9 15.8 113 96 1-A
1746 03/25/13 FG-1.7 1 11.9 117.9 14.8 116 99 1-A
1747 03/25/13 FG-2.2 1 11.9 117.9 13.6 118 100 1-A
1748 03/25/13 FG-0.8 1 11.9 117.9 15.5 114 97 1-A
1749 03/25/13 FG-0.6 1 11.9 117.9 15.0 116 98 1-A
TEST LOCATION: Phase 2
1743
1744
1745
1746
1747
1748
1749
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
25' N and 12' E from SW Corner of Block C, Lot 11
25' N and 12' E from SW Corner of Block C, Lot 12
25' N and 12' E from SW Corner of Block C, Lot 7
25' N and 12' E from SW Corner of Block C, Lot 8
25' N and 12' E from SW Corner of Block C, Lot 10
DATETEST
NO.
25' N and 12' E from SW Corner of Block C, Lot 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 40' W from NE Corner of Block C, Lot 18
D. Hinton
130127-82E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: