Westhaven-LR130323TESTED FOR:DATE: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1659 03/23/13 FG-2.4 4 18.1 104.8 22.3 102 97 1-A
1660 03/23/13 FG-3.1 4 18.1 104.8 21.5 104 99 1-A
1661 03/23/13 FG-1.8 4 18.1 104.8 21.9 103 98 1-A
1662 03/23/13 FG-2.5 4 18.1 104.8 21.0 105 100 1-A
1663 03/23/13 FG-2.2 4 18.1 104.8 21.8 101 97 1-A
1664 03/23/13 FG-1.4 4 18.1 104.8 22.9 105 100 1-A
1665 03/23/13 FG-2.5 4 18.1 104.8 20.6 106 101 1-A
TEST LOCATION: Phase 2
1659
1660
1661
1662
1663
1664
1665
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
130127-81
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
35' N and 15' E from SW Corner of Block B, Lot 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' N and 15' E from SW Corner of Block B, Lot 10
15' S and 35' E from NW Corner of Block B, Lot 15
15' S and 35' E from NW Corner of Block B, Lot 16
35' N and 15' E from SW Corner of Block B, Lot 11
35' N and 15' E from SW Corner of Block B, Lot 12
15' S and 35' E from NW Corner of Block B, Lot 14
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: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1666 03/23/13 FG-3.2 4 18.1 104.8 22.2 102 97 1-A
1667 03/23/13 FG-2.8 4 18.1 104.8 22.4 103 98 1-A
1668 03/23/13 FG-2.3 4 18.1 104.8 22.6 102 97 1-A
1669 03/23/13 FG-1.9 4 18.1 104.8 22.8 101 96 1-A
1670 03/23/13 FG-2.4 4 18.1 104.8 22.5 102 98 1-A
1671 03/23/13 FG-2.7 4 18.1 104.8 23.0 100 96 1-A
1672 03/23/13 FG-3.8 4 18.1 104.8 20.5 103 98 1-A
TEST LOCATION: Phase 2
1666
1667
1668
1669
1670
1671
1672
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
15' S and 35' E from NW Corner of Block B, Lot 22
15' S and 35' E from NW Corner of Block B, Lot 23
15' S and 35' E from NW Corner of Block B, Lot 18
15' S and 35' E from NW Corner of Block B, Lot 19
15' S and 35' E from NW Corner of Block B, Lot 21
DATETEST
NO.
15' S and 35' E from NW Corner of Block B, Lot 20
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from NW Corner of Block B, Lot 17
D. Hinton
130127-81A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1673 03/23/13 FG-3.4 5 14.4 111.9 17.0 112 100 1-A
1674 03/23/13 FG-3.9 5 14.4 111.9 18.3 112 100 1-A
1675 03/23/13 FG-2.7 5 14.4 111.9 18.8 111 99 1-A
1676 03/23/13 FG-3.1 5 14.4 111.9 18.3 109 97 1-A
1677 03/23/13 FG-2.4 5 14.4 111.9 18.6 111 99 1-A
1678 03/23/13 FG-2.7 5 14.4 111.9 19.0 110 98 1-A
1679 03/23/13 FG-2.0 5 14.4 111.9 20.3 108 97 1-A
TEST LOCATION: Phase 2
1673
1674
1675
1676
1677
1678
1679
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
130127-81B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 35' E from NW Corner of Block B, Lot 27
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from NW Corner of Block B, Lot 24
15' S and 35' E from NW Corner of Block B, Lot 29
15' S and 35' E from NW Corner of Block B, Lot 30
15' S and 35' E from NW Corner of Block B, Lot 25
15' S and 35' E from NW Corner of Block B, Lot 26
15' S and 35' E from NW Corner of Block B, Lot 28
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: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1680 03/23/13 FG-2.3 5 14.4 111.9 18.4 108 97 1-A
1681 03/23/13 FG-1.5 5 14.4 111.9 17.9 109 98 1-A
1682 03/23/13 FG-2.5 5 14.4 111.9 18.3 109 97 1-A
1683 03/23/13 FG-2.1 5 14.4 111.9 17.6 112 100 1-A
1684 03/23/13 FG-3.0 5 14.4 111.9 17.3 110 98 1-A
1685 03/23/13 FG-1.8 5 14.4 111.9 17.2 111 100 1-A
1686 03/23/13 FG-0.6 5 14.4 111.9 17.8 111 99 1-A
TEST LOCATION: Phase 2
1680
1681
1682
1683
1684
1685
1686
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
15' S and 35' E from NW Corner of Block B, Lot 36
15' S and 35' E from NW Corner of Block B, Lot 37
15' S and 35' E from NW Corner of Block B, Lot 32
15' S and 35' E from NW Corner of Block B, Lot 33
15' S and 35' E from NW Corner of Block B, Lot 35
DATETEST
NO.
15' S and 35' E from NW Corner of Block B, Lot 34
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from NW Corner of Block B, Lot 31
D. Hinton
130127-81C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1687 03/23/13 FG-1.5 6 18.6 102.8 22.3 99 96 1-A
1688 03/23/13 FG-2.1 6 18.6 102.8 20.9 100 98 1-A
1689 03/23/13 FG-1.4 6 18.6 102.8 22.7 98 95 1-A
1690 03/23/13 FG-2.0 6 18.6 102.8 21.8 98 95 1-A
1691 03/23/13 FG-1.4 6 18.6 102.8 22.9 100 97 1-A
1692 03/23/13 SG 6 18.6 102.8 20.6 102 99 2-A
1693 03/23/13 FG-3.5 6 18.6 102.8 22.0 99 97 1-A
TEST LOCATION: Phase 2
1687
1688
1689
1690
1691
1692
1693
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
130127-81D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 45' E from NW Corner of Block B, Lot 41
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 45' E from NW Corner of Block B, Lot 38
15' S and 45' E from NW Corner of Block B, Lot 43
15' S and 45' E from NW Corner of Block B, Lot 44
15' S and 45' E from NW Corner of Block B, Lot 39
15' S and 45' E from NW Corner of Block B, Lot 40
15' S and 45' E from NW Corner of Block B, Lot 42
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: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1694 03/23/13 SG 6 18.6 102.8 20.6 101 98 2-A
1695 03/23/13 FG-2.6 6 18.6 102.8 20.9 100 97 1-A
1696 03/23/13 SG 6 18.6 102.8 20.6 102 99 2-A
1697 03/23/13 FG-2.4 6 18.6 102.8 21.5 101 98 1-A
1698 03/23/13 SG 6 18.6 102.8 22.5 98 96 2-A
1699 03/23/13 FG-3.8 6 18.6 102.8 21.9 100 97 1-A
1700 03/23/13 FG-3.4 6 18.6 102.8 22.6 102 99 1-A
TEST LOCATION: Phase 2
1694
1695
1696
1697
1698
1699
1700
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
40' N and 10' E from SW Corner of Block B, Lot 50
15' N and 35' W from SE Corner of Block B, Lot 43
12' S and 50' E from NW Corner of Block B, Lot 46
12' S and 50' E from NW Corner of Block B, Lot 47
40' N and 10' E from SW Corner of Block B, Lot 49
DATETEST
NO.
12' S and 50' E from NW Corner of Block B, Lot 48
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 50' E from NW Corner of Block B, Lot 45
D. Hinton
130127-81E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1701 03/23/13 FG-1.4 4 18.1 104.8 21.6 104 99 1-A
1702 03/23/13 FG-1.5 4 18.1 104.8 22.5 102 97 1-A
1703 03/23/13 FG-2.2 4 18.1 104.8 22.5 104 99 1-A
1704 03/23/13 FG-1.8 4 18.1 104.8 22.6 102 97 1-A
1705 03/23/13 FG-1.3 4 18.1 104.8 21.4 103 98 1-A
1706 03/23/13 FG-0.9 4 18.1 104.8 22.7 104 99 1-A
1707 03/23/13 FG-2.4 4 18.1 104.8 21.2 105 100 1-A
TEST LOCATION: Phase 2
1701
1702
1703
1704
1705
1706
1707
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
130127-81F
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
12' N and 40' W from SE Corner of Block B, Lot 18
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' N and 40' W from SE Corner of Block B, Lot 15
12' N and 40' W from SE Corner of Block B, Lot 20
12' N and 40' W from SE Corner of Block B, Lot 6
12' N and 40' W from SE Corner of Block B, Lot 16
12' N and 40' W from SE Corner of Block B, Lot 17
12' N and 40' W from SE Corner of Block B, Lot 19
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