Westhaven 2-LR130328TESTED FOR:DATE: 03/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1834 03/28/13 FG-1.0 4 18.1 104.8 22.4 102 98 1-A
1835 03/28/13 FG 4 18.1 104.8 23.0 102 97 1-A
1836 03/28/13 FG-1.0 4 18.1 104.8 22.7 103 98 1-A
1837 03/28/13 FG 4 18.1 104.8 20.5 102 98 1-A
1838 03/28/13 FG-1.0 4 18.1 104.8 20.8 104 100 1-A
1839 03/28/13 FG 4 18.1 104.8 20.5 105 100 1-A
1840 03/28/13 FG-1.0 4 18.1 104.8 20.2 103 99 1-A
TEST LOCATION: Westhaven Phase 2, Detention Pond along Block F, Pads 1 through 15
1834
1835
1836
1837
1838
1839
1840
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
130127-85
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Detention Pond, 200' E of West End of Pond, Clay Bottom
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Detention Pond, 75' E of West End of Pond, Clay Bottom
Detention Pond, 300' E of West End of Pond, Clay Bottom
Detention Pond, 350' E of West End of Pond, Clay Bottom
Detention Pond, 100' E of West End of Pond, Clay Bottom
Detention Pond, 150' E of West End of Pond, Clay Bottom
Detention Pond, 250' E of West End of Pond, Clay Bottom
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: 03/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1841 03/28/13 FG 4 18.1 104.8 20.5 105 100 1-A
1842 03/28/13 FG-1.0 4 18.1 104.8 22.1 102 97 1-A
1843 03/28/13 FG 4 18.1 104.8 22.7 102 97 1-A
1844 03/28/13 FG-1.0 4 18.1 104.8 22.6 103 98 1-A
1845 03/28/13 FG 4 18.1 104.8 21.1 105 100 1-A
1846 03/28/13 FG-1.0 4 18.1 104.8 21.0 103 98 1-A
1847 03/28/13 FG 4 18.1 104.8 22.5 102 97 1-A
TEST LOCATION: Westhaven Phase 2, Detention Pond along Block F, Pads 1 through 15
1841
1842
1843
1844
1845
1846
1847
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
Detention Pond, 600' E of West End of Pond, Clay Bottom
Detention Pond, 650' E of West End of Pond, Clay Bottom
Detention Pond, 400' E of West End of Pond, Clay Bottom
Detention Pond, 450' E of West End of Pond, Clay Bottom
Detention Pond, 550' E of West End of Pond, Clay Bottom
DATETEST
NO.
Detention Pond, 500' E of West End of Pond, Clay Bottom
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Detention Pond, 360' E of West End of Pond, Clay Bottom
D. Hinton
130127-85A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1848 03/28/13 FG-5.2 1 11.9 117.9 14.8 113 96 1-A
1849 03/28/13 FG-5.5 1 11.9 117.9 14.0 115 98 1-A
1850 03/28/13 FG-5.8 1 11.9 117.9 12.4 118 100 1-A
1851 03/28/13 FG-6.5 1 11.9 117.9 12.5 116 98 1-A
1852 03/28/13 FG-6.0 1 11.9 117.9 14.1 115 97 1-A
1853 03/28/13 FG-6.2 1 11.9 117.9 12.9 117 99 1-A
1854 03/28/13 FG-5.5 1 11.9 117.9 13.2 115 98 1-A
TEST LOCATION:
1848
1849
1850
1851
1852
1853
1854
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
130127-85B
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 30' E from NW Corner of Block F, Lot 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 30' E from NW Corner of Block F, Lot 6
12' S and 30' E from NW Corner of Block F, Lot 11
12' S and 30' E from NW Corner of Block F, Lot 12
12' S and 30' E from NW Corner of Block F, Lot 7
12' S and 30' E from NW Corner of Block F, Lot 8
12' S and 30' 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: 03/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1855 03/28/13 FG-5.5 1 11.9 117.9 12.6 118 100 1-A
1856 03/28/13 FG-3.6 1 11.9 117.9 12.0 118 100 1-A
1857 03/28/13 FG-3.9 1 11.9 117.9 12.1 117 99 1-A
1858 03/28/13 FG-4.0 1 11.9 117.9 14.2 115 97 1-A
1859 03/28/13 FG-2.3 1 11.9 117.9 13.5 118 100 1-A
1860 03/28/13 FG-3.7 1 11.9 117.9 15.2 114 97 1-A
1861 03/28/13 FG-3.0 1 11.9 117.9 15.5 114 97 1-A
TEST LOCATION:
1855
1856
1857
1858
1859
1860
1861
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 30' E from NW Corner of Block F, Lot 3
12' S and 30' E from NW Corner of Block F, Lot 15
12' S and 30' E from NW Corner of Block F, Lot 14
12' S and 30' E from NW Corner of Block F, Lot 5
12' S and 30' E from NW Corner of Block F, Lot 2
DATETEST
NO.
12' S and 30' E from NW Corner of Block F, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 30' E from NW Corner of Block F, Lot 13
D. Hinton
130127-85C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1862 03/28/13 FG-4.2 5 14.4 111.9 17.8 108 96 1-A
1863 03/28/13 FG-4.5 5 14.4 111.9 17.3 109 97 1-A
1864 03/28/13 FG-4.8 5 14.4 111.9 18.9 107 96 1-A
1865 03/28/13 FG-5.5 5 14.4 111.9 17.4 108 97 1-A
1866 03/28/13 FG-5.0 5 14.4 111.9 18.2 107 95 1-A
1867 03/28/13 FG-5.2 5 14.4 111.9 17.3 110 99 1-A
1868 03/28/13 FG-4.5 5 14.4 111.9 18.0 110 98 1-A
TEST LOCATION:
1862
1863
1864
1865
1866
1867
1868
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
130127-85D
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 25' W from SE Corner of Block F, Lot 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 25' W from SE Corner of Block F, Lot 6
10' N and 25' W from SE Corner of Block F, Lot 11
10' N and 25' W from SE Corner of Block F, Lot 12
10' N and 25' W from SE Corner of Block F, Lot 7
10' N and 25' W from SE Corner of Block F, Lot 8
10' N and 25' W from SE 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: 03/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1869 03/28/13 FG-4.5 5 14.4 111.9 18.4 109 97 1-A
1870 03/28/13 FG-7.0 5 14.4 111.9 17.7 108 96 1-A
1871 03/28/13 FG-8.0 5 14.4 111.9 18.3 107 95 1-A
1872 03/28/13 FG-8.8 5 14.4 111.9 18.3 108 97 1-A
1873 03/28/13 FG-8.3 5 14.4 111.9 17.3 110 98 1-A
1874 03/28/13 FG-9.5 5 14.4 111.9 16.5 111 99 1-A
1875 03/28/13 FG-9.2 5 14.4 111.9 16.4 112 100 1-A
TEST LOCATION:
1869
1870
1871
1872
1873
1874
1875
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' N and 25' W from SE Corner of Block F, Lot 20
10' N and 25' W from SE Corner of Block F, Lot 21
10' N and 25' W from SE Corner of Block F, Lot 16
10' N and 25' W from SE Corner of Block F, Lot 17
10' N and 25' W from SE Corner of Block F, Lot 19
DATETEST
NO.
10' N and 25' W from SE Corner of Block F, Lot 18
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 25' W from SE Corner of Block F, Lot 13
D. Hinton
130127-85E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: