Westhaven 2- LR130226TESTED FOR:DATE: 02/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
897 02/26/13 FG-1.5 4 18.1 104.8 24.1 99 95 1-A
898 02/26/13 FG-1.5 4 18.1 104.8 25.9 99 94 1-A
899 02/26/13 FG-1.0 4 18.1 104.8 25.0 98 93 1-A
900 02/26/13 FG-1.0 4 18.1 104.8 23.9 99 95 1-A
901 02/26/13 SG 4 18.1 104.8 23.2 98 94 2-A
902 02/26/13 SG 4 18.1 104.8 23.3 99 94 2-A
903 02/26/13 FG-4.5 4 18.1 104.8 23.5 98 93 1-A
TEST LOCATION:
897
898
899
900
901
902
903
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
130127-49
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' S and 14' E from the NW Corner of Block M, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 15' E from the NW Corner of Block M, Pad 9
60' N and 20' W from the SE Corner of Block M, Pad 12
35' S and 15' E from the NW Corner of Block M, Pad 11
40' N and 30' E from the SW Corner of Block M, Pad 10
40' N and 30' E from the SW Corner of Block M, Pad 9
60' N and 20' W from the SE Corner of Block M, Pad 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: 02/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
904 02/26/13 FG-4.5 4 18.1 104.8 25.3 98 94 1-A
905 02/26/13 SG 5 14.4 111.9 18.3 110 98 2-A
906 02/26/13 FG-1.4 5 14.4 111.9 17.1 110 98 1-A
907 02/26/13 FG-5.0 5 14.4 111.9 17.7 109 97 1-A
908 02/26/13 FG-4.0 5 14.4 111.9 16.8 108 96 1-A
909 02/26/13 SG 5 14.4 111.9 16.4 108 97 2-A
910 02/26/13 SG 5 14.4 111.9 17.8 108 97 1-A
TEST LOCATION:
904
905
906
907
908
909
910
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 50' W from the NE Corner of Block H, Pad 9
15' S and 50' W from the NE Corner of Block H, Pad 11
20' S and 35' W from the NE Corner of Block H, Pad 1
20' S and 35' W from the NE Corner of Block H, Pad 2
40' N and 40' W from the SE Corner of Block H, Pad 4
DATETEST
NO.
70' S and 40' W from the NE Corner of Block H, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 15' E from the NW Corner of Block M, Pad 12
Don Hinton
130127-49A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
911 02/26/13 SG 1 11.9 117.9 14.1 117 99 2-A
912 02/26/13 SG 1 11.9 117.9 16.2 113 95 2-A
913 02/26/13 SG 1 11.9 117.9 14.8 114 96 2-A
914 02/26/13 SG 1 11.9 117.9 14.3 115 97 2-A
915 02/26/13 SG 1 11.9 117.9 14.7 114 96 2-A
916 02/26/13 FG-0.9 1 11.9 117.9 13.8 116 98 1-A
917 02/26/13 SG 1 11.9 117.9 11.4 118 100 2-A
TEST LOCATION:
911
912
913
914
915
916
917
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
130127-49B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 60' W from the NE Corner of Block H, Pad 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 45' E from the SW Corner of Block H, Pad 13
20' S and 60' W from the NE Corner of Block H, Pad 8
40' S and 18' W from the NE Corner of Block M, Pad 1
15' N and 45' E from the SW Corner of Block H, Pad 15
20' S and 60' W from the NE Corner of Block H, Pad 17
20' S and 60' W from the NE Corner of Block H, Pad 21
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: 02/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
918 02/26/13 SG 2 9.2 124.4 11.2 122 98 2-A
919 02/26/13 SG 2 9.2 124.4 10.9 122 98 2-A
920 02/26/13 SG 2 9.2 124.4 11.4 119 95 2-A
921 02/26/13 SG 2 9.2 124.4 11.0 119 95 2-A
922 02/26/13 SG 2 9.2 124.4 11.2 119 96 2-A
923 02/26/13 SG 2 9.2 124.4 11.9 119 95 2-A
924 02/26/13 FG-1.7 2 9.2 124.4 11.3 120 97 1-A
TEST LOCATION:
918
919
920
921
922
923
924
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' N and 20' E from the SW Corner of Block M, Pad 17
45' N and 20' E from the SW Corner of Block M, Pad 4
45' N and 20' E from the SW Corner of Block M, Pad 5
45' N and 20' E from the SW Corner of Block M, Pad 7
45' N and 20' E from the SW Corner of Block M, Pad 19
DATETEST
NO.
45' N and 20' E from the SW Corner of Block M, Pad 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 20' E from the SW Corner of Block M, Pad 3
Don Hinton
130127-49C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/26/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
925 02/26/13 FG-4.0 4 18.1 104.8 23.7 98 94 1-A
926 02/26/13 FG-4.0 4 18.1 104.8 24.4 98 93 1-A
927 02/26/13 FG-3.5 4 18.1 104.8 24.3 99 95 1-A
928 02/26/13 FG-3.5 4 18.1 104.8 23.9 100 96 1-A
929 02/26/13 FG-3.0 4 18.1 104.8 24.6 100 95 1-A
930 02/26/13 FG-3.0 4 18.1 104.8 22.0 102 97 1-C
931 02/26/13 FG-3.0 4 18.1 104.8 23.3 99 95 1-AD
TEST LOCATION:
925
926
927
928
929
930
931
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
130127-49D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' N and 25' W from the SE Corner of Block M, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 25' W from the SE Corner of Block M, Pad 11
50' N and 25' W from the SE Corner of Block M, Pad 12
Retest of Test #930 of this Report
50' N and 25' W from the SE Corner of Block M, Pad 12
50' N and 25' W from the SE Corner of Block M, Pad 11
50' N and 25' W from the SE Corner of Block M, Pad 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