Westhaven 2-LR130329TESTED FOR:DATE: 03/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1876 03/29/13 FG-1.1 4 18.1 104.8 22.3 103 98 1-A
1877 03/29/13 FG-1.4 4 18.1 104.8 22.9 102 98 1-A
1878 03/29/13 FG-1.8 4 18.1 104.8 20.6 103 98 1-A
1879 03/29/13 FG-2.5 4 18.1 104.8 21.9 101 97 1-A
1880 03/29/13 FG-1.1 4 18.1 104.8 21.0 101 96 1-A
1881 03/29/13 FG-1.2 4 18.1 104.8 21.8 101 97 1-A
1882 03/29/13 FG-1.8 4 18.1 104.8 21.7 102 98 1-A
TEST LOCATION:West haven Phase 2
1876
1877
1878
1879
1880
1881
1882
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.
Don Hinton
130127-86
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Coppell, Texas
West haven Phase 1 & 2
- Mass Grading
TECHNICIAN:
DATETEST
NO.
10' S and 30' W from the NE Corner of Block C, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 30' W from the NE Corner of Block C, Pad 2
30' S and 12' W from the NE Corner of Block C, Pad 10
10' S and 30' W from the NE Corner of Block C, Pad 16
10' S and 30' W from the NE Corner of Block C, Pad 3
10' S and 30' W from the NE Corner of Block C, Pad 4
30' S and 12' W from the NE Corner of Block C, Pad 8
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: 03/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1883 03/29/13 FG-1.5 4 18.1 104.8 22.8 102 97 1-A
1884 03/29/13 FG-1.5 4 18.1 104.8 21.9 103 98 1-A
1885 03/29/13 FG-5.6 4 18.1 104.8 21.4 104 99 1-A
1886 03/29/13 FG-5.5 4 18.1 104.8 22.5 102 98 1-A
1887 03/29/13 FG-5.7 4 18.1 104.8 20.7 105 100 1-A
1888 03/29/13 FG-5.2 4 18.1 104.8 24.3 103 98 1-A
1889 03/29/13 FG-5.4 4 18.1 104.8 22.8 102 98 1-A
TEST LOCATION:West haven Phase 2
1883
1884
1885
1886
1887
1888
1889
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 30' W from the NE Corner of Block D, Pad 8
35' S and 15' W from the NE Corner of Block D, Pad 2
10' S and 30' W from the NE Corner of Block C, Pad 18
10' S and 30' W from the NE Corner of Block D, Pad 1
10' S and 30' W from the NE Corner of Block D, Pad 7
DATETEST
NO.
10' S and 30' W from the NE Corner of Block D, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 30' W from the NE Corner of Block C, Pad 17
Don Hinton
130127-86A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Coppell, Texas
West haven Phase 1 & 2
- Mass Grading
TECHNICIAN:
TESTED FOR:DATE: 03/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1890 03/29/13 FG-3.6 5 14.4 111.9 18.2 107 96 1-A
1891 03/29/13 FG-4.1 5 14.4 111.9 18.3 109 98 1-A
1892 03/29/13 FG-4.4 5 14.4 111.9 18.5 108 97 1-A
1893 03/29/13 FG-1.5 5 14.4 111.9 17.3 111 99 1-A
1894 03/29/13 FG-3.6 5 14.4 111.9 17.9 108 97 1-A
1895 03/29/13 FG-4.5 5 14.4 111.9 17.2 108 96 1-A
1896 03/29/13 FG-4.7 5 14.4 111.9 19.0 109 97 1-A
TEST LOCATION:West haven Phase 2
1890
1891
1892
1893
1894
1895
1896
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.
Don Hinton
130127-86B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Coppell, Texas
West haven Phase 1 & 2
- Mass Grading
TECHNICIAN:
DATETEST
NO.
10' N and 25' E from the SW Corner of Block C, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 15' W from the NE Corner of Block D, Pad 3
10' N and 25' E from the SW Corner of Block D, Pad 6
10' N and 25' E from the SW Corner of Block D, Pad 7
35' S and 15' W from the NE Corner of Block D, Pad 4
35' S and 15' W from the NE Corner of Block D, Pad 5
10' N and 25' E from the SW Corner of Block D, Pad 1
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: 03/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1897 03/29/13 FG-4.2 5 14.4 111.9 17.8 109 97 1-A
1898 03/29/13 FG-4.4 5 14.4 111.9 18.4 108 96 1-A
1899 03/29/13 FG-2.6 5 14.4 111.9 20.0 108 97 1-A
1900 03/29/13 FG-3.1 5 14.4 111.9 17.4 110 98 1-A
1901 03/29/13 FG-3.4 1 11.9 117.9 13.1 114 97 1-A
1902 03/29/13 1 11.9 117.9 15.0 116 98 1-A
1903 03/29/13 1 11.9 117.9 12.2 117 99 1-A
TEST LOCATION:West haven Phase 2
1897
1898
1899
1900
1901
1902
1903
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 40' W from the NE Corner of Block E, Pad 1
15' S and 40' W from the NE Corner of Block E, Pad 3
30' N and 12' E from the SW Corner of Block D, Pad 2
30' N and 12' E from the SW Corner of Block D, Pad 3
30' N and 12' E from the SW Corner of Block D, Pad 5
DATETEST
NO.
30' N and 12' E from the SW Corner of Block D, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 25' E from the SW Corner of Block D, Pad 8
Don Hinton
130127-86C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Coppell, Texas
West haven Phase 1 & 2
- Mass Grading
TECHNICIAN:
TESTED FOR:DATE: 03/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1904 03/29/13 SG 1 11.9 117.9 11.9 116 99 2-A
1905 03/29/13 SG 1 11.9 117.9 11.7 118 100 2-A
1906 03/29/13 SG 1 11.9 117.9 11.8 118 100 2-A
1907 03/29/13 SG 1 11.9 117.9 12.7 116 98 2-A
1908 03/29/13 SG 1 11.9 117.9 14.5 114 97 2-A
1909 03/29/13 SG 1 11.9 117.9 13.2 118 100 2-A
1910 03/29/13 SG 2 9.2 124.4 12.2 119 96 2-A
TEST LOCATION:West haven Phase 2
1904
1905
1906
1907
1908
1909
1910
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.
Don Hinton
130127-86D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Coppell, Texas
West haven Phase 1 & 2
- Mass Grading
TECHNICIAN:
DATETEST
NO.
15' S and 40' W from the NE Corner of Block E, Pad 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 40' W from the NE Corner of Block E, Pad 5
15' S and 40' W from the NE Corner of Block E, Pad 15
15' S and 40' W from the NE Corner of Block E, Pad 17
15' S and 40' W from the NE Corner of Block E, Pad 7
15' S and 40' W from the NE Corner of Block E, Pad 9
15' S and 40' W from the NE Corner of Block E, Pad 13
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