Westhaven 2-LR130327TESTED FOR:DATE: 03/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1792 03/27/13 SG 4 18.1 104.8 22.8 103 98 2-A
1793 03/27/13 SG 4 18.1 104.8 21.4 102 97 2-A
1794 03/27/13 SG 4 18.1 104.8 22.9 104 99 2-A
1795 03/27/13 SG 4 18.1 104.8 23.5 102 98 2-A
1796 03/27/13 SG 4 18.1 104.8 22.8 101 96 2-A
1797 03/27/13 SG 4 18.1 104.8 22.5 103 98 2-A
1798 03/27/13 SG 4 18.1 104.8 20.6 105 100 2-A
TEST LOCATION: Westhaven Phase 2
1792
1793
1794
1795
1796
1797
1798
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
130127-84
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 25' E from NW Corner of Block F, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from NW Corner of Block F, Lot 1
15' S and 25' E from NW Corner of Block F, Lot 11
15' S and 25' E from NW Corner of Block F, Lot 13
15' S and 25' E from NW Corner of Block F, Lot 3
15' S and 25' E from NW Corner of Block F, Lot 5
15' S and 25' E from NW Corner of Block F, 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: 03/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1799 03/27/13 SG 4 18.1 104.8 21.2 104 99 2-A
1800 03/27/13 SG 4 18.1 104.8 22.9 104 99 2-A
1801 03/27/13 SG 4 18.1 104.8 22.4 100 95 2-A
1802 03/27/13 SG 4 18.1 104.8 22.7 105 100 2-A
1803 03/27/13 SG 6 18.6 102.8 23.0 101 98 2-A
1804 03/27/13 SG 6 18.6 102.8 22.9 99 96 2-A
1805 03/27/13 SG 6 18.6 102.8 22.0 100 98 2-A
TEST LOCATION: Westhaven Phase 2
1799
1800
1801
1802
1803
1804
1805
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 25' E from NW Corner of Block F, Lot 25
15' S and 25' E from NW Corner of Block F, Lot 27
15' S and 25' E from NW Corner of Block F, Lot 17
15' S and 25' E from NW Corner of Block F, Lot 19
15' S and 25' E from NW Corner of Block F, Lot 23
DATETEST
NO.
15' S and 25' E from NW Corner of Block F, Lot 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from NW Corner of Block F, Lot 15
D. Hinton
130127-84A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1806 03/27/13 FG-3.3 6 18.6 102.8 23.8 99 96 1-A
1807 03/27/13 FG-5.0 6 18.6 102.8 21.1 102 99 1-A
1808 03/27/13 FG-6.2 6 18.6 102.8 22.2 101 99 1-A
1809 03/27/13 FG-8.8 6 18.6 102.8 23.9 98 95 1-A
1810 03/27/13 FG-9.0 6 18.6 102.8 22.9 100 97 1-A
1811 03/27/13 FG-8.5 6 18.6 102.8 23.5 98 95 1-A
1812 03/27/13 FG-8.0 6 18.6 102.8 23.5 98 96 1-A
TEST LOCATION: Westhaven Phase 2
1806
1807
1808
1809
1810
1811
1812
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
130127-84B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 25' E from NW Corner of Block F, Lot 8
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from NW Corner of Block F, Lot 2
15' S and 25' E from NW Corner of Block F, Lot 12
15' S and 25' E from NW Corner of Block F, Lot 16
15' S and 25' E from NW Corner of Block F, Lot 4
15' S and 25' E from NW Corner of Block F, Lot 6
15' S and 25' E from NW Corner of Block F, Lot 10
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: 03/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1813 03/27/13 FG-7.5 6 18.6 102.8 23.0 100 97 1-A
1814 03/27/13 FG-7.5 6 18.6 102.8 24.0 99 96 1-A
1815 03/27/13 FG-8.2 4 18.1 104.8 22.0 103 98 1-A
1816 03/27/13 FG-8.0 4 18.1 104.8 24.0 101 97 1-A
1817 03/27/13 FG-8.5 4 18.1 104.8 22.2 104 99 1-A
1818 03/27/13 FG-7.8 4 18.1 104.8 22.5 102 97 1-A
1819 03/27/13 FG-7.5 4 18.1 104.8 23.2 101 97 1-A
TEST LOCATION: Westhaven Phase 2
1813
1814
1815
1816
1817
1818
1819
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' N and 40' W from SE Corner of Block F, Lot 8
15' N and 40' W from SE Corner of Block F, Lot 7
15' N and 40' W from SE Corner of Block F, Lot 12
15' N and 40' W from SE Corner of Block F, Lot 11
15' N and 40' W from SE Corner of Block F, Lot 9
DATETEST
NO.
15' N and 40' W from SE Corner of Block F, Lot 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 40' W from SE Corner of Block F, Lot 13
D. Hinton
130127-84C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1820 03/27/13 FG-6.5 4 18.1 104.8 22.5 102 97 1-A
1821 03/27/13 FG-6.8 4 18.1 104.8 22.7 103 98 1-A
1822 03/27/13 FG-7.5 4 18.1 104.8 22.8 102 97 1-A
1823 03/27/13 FG-7.0 4 18.1 104.8 23.0 100 96 1-A
1824 03/27/13 FG-7.2 4 18.1 104.8 21.7 102 97 1-A
1825 03/27/13 FG-6.5 4 18.1 104.8 23.0 100 95 1-A
1826 03/27/13 FG-6.5 4 18.1 104.8 20.2 103 98 1-A
TEST LOCATION: Westhaven Phase 2
1820
1821
1822
1823
1824
1825
1826
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
130127-84D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' N and 30' W from SE Corner of Block F, Lot 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 30' W from SE Corner of Block F, Lot 7
10' N and 30' W from SE Corner of Block F, Lot 12
10' N and 30' W from SE Corner of Block F, Lot 13
10' N and 30' W from SE Corner of Block F, Lot 8
10' N and 30' W from SE Corner of Block F, Lot 9
10' N and 30' W from SE Corner of Block F, Lot 11
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: 03/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1827 03/27/13 SG 4 18.1 104.8 22.3 103 98 2-A
1828 03/27/13 SG 4 18.1 104.8 22.8 101 96 2-A
1829 03/27/13 SG 4 18.1 104.8 24.4 101 97 2-A
1830 03/27/13 SG 4 18.1 104.8 22.7 104 99 2-A
1831 03/27/13 FG-6.4 4 18.1 104.8 22.9 103 98 1-A
1832 03/27/13 FG-5.1 4 18.1 104.8 22.6 103 99 1-A
1833 03/27/13 FG-6.5 4 18.1 104.8 22.5 101 96 1-A
TEST LOCATION: Westhaven Phase 2
1827
1828
1829
1830
1831
1832
1833
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 15' W from SE Corner of Block D, Lot 4
12' N and 25' E from SW Corner of Block D, Lot 6
25' N and 10' W from SE Corner of Block D, Lot 3
25' N and 10' W from SE Corner of Block D, Lot 5
25' N and 15' W from SE Corner of Block D, Lot 2
DATETEST
NO.
12' N and 25' E from SW Corner of Block D, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 10' W from SE Corner of Block D, Lot 1
D. Hinton
130127-84E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: