Westhaven 2-LR130227TESTED FOR:DATE: 02/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
872 02/27/13 FG-2.5 4 18.1 104.8 23.3 102 97 1-A
873 02/27/13 FG-2.5 4 18.1 104.8 24.5 101 96 1-A
874 02/27/13 FG-2.0 4 18.1 104.8 23.8 101 97 1-A
875 02/27/13 FG-2.0 4 18.1 104.8 23.4 100 95 1-A
876 02/27/13 FG-1.5 4 18.1 104.8 19.4 104 99 1-C
877 02/27/13 FG-1.5 4 18.1 104.8 24.2 99 94 1-A
878 02/27/13 FG-1.5 4 18.1 104.8 23.7 100 95 1-AD
TEST LOCATION:
872
873
874
875
876
877
878
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
70' S and 20' E from NW Corner of Block M, Lot 12
Retest of Test #876 of this Report
50' S and 15' E from NW Corner of Block M, Lot 12
50' N and 20' W from SE Corner of Block M, Lot 11
70' S and 20' E from NW Corner of Block M, Lot 11
DATETEST
NO.
50' N and 20' W from SE Corner of Block M, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 15' E from NW Corner of Block M, Lot 11
D. Hinton
130127-48
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
879 02/27/13 FG-4.8 2 9.2 124.4 11.7 120 96 1-A
880 02/27/13 SG 4 18.1 104.8 23.9 101 97 2-A
881 02/27/13 SG 4 18.1 104.8 22.6 102 97 2-A
882 02/27/13 FG-2.4 1 11.9 117.9 13.7 115 98 1-A
883 02/27/13 FG-4.6 5 14.4 111.9 17.7 108 96 1-A
884 02/27/13 FG-3.8 5 14.4 111.9 18.7 107 95 1-A
885 02/27/13 FG-2.5 5 14.4 111.9 16.7 109 97 1-A
TEST LOCATION:
879
880
881
882
883
884
885
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
130127-48A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
40' N and 25' W from NE Corner of Block M, Lot 18
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' N and 25' W from NE Corner of Block M, Lot 8
30' S and 15' E from NW Corner of Block M, Lot 8
30' S and 15' E from NW Corner of Block M, Lot 6
40' N and 25' W from NE Corner of Block M, Lot 15
40' N and 25' W from NE Corner of Block M, Lot 19
40' N and 25' W from NE Corner of Block M, Lot 16
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: 02/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
886 02/27/13 FG-2.7 1 11.9 117.9 13.0 114 97 1-A
887 02/27/13 FG-3.3 2 9.2 124.4 11.5 120 96 1-A
888 02/27/13 FG-4.4 2 9.2 124.4 11.8 118 95 1-A
889 02/27/13 FG-1.7 2 9.2 124.4 11.0 120 96 1-A
890 02/27/13 FG-3.6 2 9.2 124.4 11.5 118 95 1-A
891 02/27/13 FG-1.0 4 18.1 104.8 23.8 101 96 1-A
892 02/27/13 FG-1.0 4 18.1 104.8 23.7 102 97 1-A
TEST LOCATION:
886
887
888
889
890
891
892
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
45' S and 15' W from NE Corner of Block M, Lot 11
45' S and 15' W from NE Corner of Block M, Lot 12
50' N and 20' W from NE Corner of Block M, Lot 17
50' N and 20' W from NE Corner of Block M, Lot 15
50' N and 20' W from NE Corner of Block M, Lot 16
DATETEST
NO.
50' N and 20' W from NE Corner of Block M, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 20' W from NE Corner of Block M, Lot 7
D. Hinton
130127-48B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/27/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
893 02/27/13 FG-3.4 5 14.4 111.9 18.5 110 98 1-A
894 02/27/13 FG-1.6 5 14.4 111.9 17.3 109 98 1-A
895 02/27/13 FG-2.3 5 14.4 111.9 18.2 108 97 1-A
896 02/27/13 FG-1.4 5 14.4 111.9 17.0 109 97 1-A
TEST LOCATION:
893
894
895
896
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
130127-48C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' S and 22' E from NW Corner of Block M, Lot 18
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 22' E from NW Corner of Block M, Lot 15
50' S and 22' E from NW Corner of Block M, Lot 16
50' S and 22' E from NW Corner of Block M, Lot 17
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