Westhaven 2-LR130330TESTED FOR:DATE: 03/30/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1911 03/30/13 FG-2.6 2 9.2 124.4 12.5 120 96 1-A
1912 03/30/13 FG-3.4 2 9.2 124.4 12.0 118 95 1-A
1913 03/30/13 FG-1.6 2 9.2 124.4 11.5 120 97 1-A
1914 03/30/13 FG-2.1 2 9.2 124.4 11.0 122 98 1-A
1915 03/30/13 FG-2.4 2 9.2 124.4 11.0 119 96 1-A
1916 03/30/13 FG-3.5 2 9.2 124.4 10.5 119 95 1-A
1917 03/30/13 FG-3.7 1 11.9 117.9 12.5 115 98 1-A
TEST LOCATION:
1911
1912
1913
1914
1915
1916
1917
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
130127-87
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 10' E from NW Corner of Block D, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' W from NE Corner of Block D, Lot 1
15' S and 35' W from NE Corner of Block D, Lot 6
15' S and 35' W from NE Corner of Block D, Lot 7
15' S and 10' E from NW Corner of Block D, Lot 2
15' S and 10' E from NW Corner of Block D, Lot 3
15' S and 10' E from NW Corner of Block D, 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: 03/30/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1918 03/30/13 FG-3.2 1 11.9 117.9 12.0 117 99 1-A
1919 03/30/13 FG-1.6 1 11.9 117.9 13.5 115 97 1-A
1920 03/30/13 FG-2.4 1 11.9 117.9 12.2 114 96 1-A
1921 03/30/13 FG-1.1 1 11.9 117.9 13.3 114 97 1-A
1922 03/30/13 FG-1.4 1 11.9 117.9 12.2 115 98 1-A
1923 03/30/13 FG-2.5 2 9.2 124.4 10.6 122 98 1-A
1924 03/30/13 FG-2.7 2 9.2 124.4 9.8 125 100 1-A
TEST LOCATION:
1918
1919
1920
1921
1922
1923
1924
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 35' W from NE Corner of Block D, Lot 6
10' N and 35' W from NE Corner of Block D, Lot 7
10' N and 25' E from SW Corner of Block D, Lot 1
20' N and 10' E from SE Corner of Block D, Lot 2
20' N and 10' E from SE Corner of Block D, Lot 5
DATETEST
NO.
20' N and 10' E from SE Corner of Block D, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' W from NE Corner of Block D, Lot 8
D. Hinton
130127-87A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/30/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1925 03/30/13 FG-2.2 1 11.9 117.9 15.5 113 96 1-A
1926 03/30/13 FG-1.4 1 11.9 117.9 13.8 114 97 1-A
1927 03/30/13 FG-1.5 1 11.9 117.9 14.7 116 98 1-A
1928 03/30/13 FG-1.7 2 9.2 124.4 11.5 122 98 1-A
1929 03/30/13 FG-1.2 2 9.2 124.4 11.2 123 99 1-A
TEST LOCATION:
1925
1926
1927
1928
1929
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
130127-87B
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 40' E from NE Corner of Block D, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 35' W from SE Corner of Block D, Lot 8
30' N and 15' E from SW Corner of Block D, Lot 2
15' S and 40' E from NE Corner of Block D, Lot 6
15' S and 40' E from NE Corner of Block D, Lot 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