Westhaven 2-LR130223TESTED FOR:DATE: 02/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
802 02/23/13 SG 2 9.2 124.4 11.7 119 96 2-A
803 02/23/13 SG 2 9.2 124.4 11.6 121 97 2-A
804 02/23/13 SG 2 9.2 124.4 11.2 123 98 2-A
805 02/23/13 SG 2 9.2 124.4 12.4 119 95 2-A
806 02/23/13 SG 2 9.2 124.4 11.5 119 96 2-A
807 02/23/13 SG 2 9.2 124.4 11.3 121 97 2-A
808 02/23/13 FG-1.9 1 11.9 117.9 12.0 117 99 1-A
TEST LOCATION:
802
803
804
805
806
807
808
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
130127-45
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
35' S and 15' E from the SW Corner of Block J, Pad 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 15' E from the SW Corner of Block J, Pad 15
35' S and 15' E from the SW Corner of Block J, Pad 25
20' N and 15' W from the SE Corner of Block J, Pad 13
35' S and 15' E from the SW Corner of Block J, Pad 17
35' S and 15' E from the SW Corner of Block J, Pad 19
35' S and 15' E from the SW Corner of Block J, Pad 23
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: 02/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
809 02/23/13 FG-2.3 1 11.9 117.9 11.4 117 99 1-A
810 02/23/13 FG-1.6 1 11.9 117.9 13.2 114 96 1-A
811 02/23/13 FG-1.8 1 11.9 117.9 12.3 116 98 1-A
812 02/23/13 FG-1.1 1 11.9 117.9 12.9 114 97 1-A
813 02/23/13 FG-2.9 1 11.9 117.9 12.7 115 98 1-A
814 02/23/13 FG-2.8 1 11.9 117.9 11.0 118 100 1-A
815 02/23/13 FG-3.5 2 9.2 124.4 9.8 123 99 1-A
TEST LOCATION:
809
810
811
812
813
814
815
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
20' N and 15' W from the SE Corner of Block J, Pad 19
20' N and 15' W from the SE Corner of Block J, Pad 20
20' N and 15' W from the SE Corner of Block J, Pad 15
20' N and 15' W from the SE Corner of Block J, Pad 16
20' N and 15' W from the SE Corner of Block J, Pad 18
DATETEST
NO.
20' N and 15' W from the SE Corner of Block J, Pad 17
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 15' W from the SE Corner of Block J, Pad 14
Don Hinton
130127-45A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
816 02/23/13 FG-3.0 2 9.2 124.4 10.9 122 98 1-A
817 02/23/13 FG-2.2 2 9.2 124.4 11.6 121 97 1-A
818 02/23/13 FG-2.1 2 9.2 124.4 11.7 119 96 1-A
819 02/23/13 FG-2.7 2 9.2 124.4 11.8 122 98 1-A
820 02/23/13 FG-1.8 2 9.2 124.4 11.6 119 96 1-A
821 02/23/13 FG-1.6 1 11.9 117.9 13.0 117 99 1-A
822 02/23/13 FG-1.0 1 11.9 117.9 13.5 115 97 1-A
TEST LOCATION:
816
817
818
819
820
821
822
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
130127-45B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 15' W from the SE Corner of Block J, Pad 24
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 15' W from the SE Corner of Block J, Pad 21
20' S and 45' E from the NW Corner of Block G, Pad 1
20' S and 45' E from the NW Corner of Block G, Pad 2
20' N and 15' W from the SE Corner of Block J, Pad 22
20' N and 15' W from the SE Corner of Block J, Pad 23
20' N and 15' W from the SE Corner of Block J, Pad 25
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: 02/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
823 02/23/13 FG-1.5 1 11.9 117.9 13.9 113 95 1-A
824 02/23/13 FG-1.2 1 11.9 117.9 14.6 114 97 1-A
825 02/23/13 FG-0.8 1 11.9 117.9 14.1 113 96 1-A
826 02/23/13 FG-10.0 1 11.9 117.9 14.2 112 95 1-A
827 02/23/13 FG-9.0 1 11.9 117.9 14.0 114 96 1-A
828 02/23/13 FG-8.0 1 11.9 117.9 12.9 115 97 1-A
829 02/23/13 FG-7.0 1 11.9 117.9 12.7 115 98 1-A
TEST LOCATION:
823
824
825
826
827
828
829
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 20' W from the NE Corner of Block J, Pad 5 - Test Pit Area - Boring 14
20' S and 20' E from the NW Corner of Block J, Pad 6 - Test Pit Area - Boring 14
20' S and 45' E from the NW Corner of Block G, Pad 4
20' S and 45' E from the NW Corner of Block G, Pad 11
30' S and 10' W from the NE Corner of Block J, Pad 6 - Test Pit Area - Boring 14
DATETEST
NO.
25' S and 15' E from the NW Corner of Block J, Pad 5 - Test Pit Area - Boring 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 45' E from the NW Corner of Block G, Pad 3
Don Hinton
130127-45C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
830 02/23/13 FG-6.0 1 11.9 117.9 12.2 115 97 1-A
831 02/23/13 FG-5.0 1 11.9 117.9 12.6 117 99 1-A
832 02/23/13 FG-4.0 1 11.9 117.9 13.5 112 95 1-A
833 02/23/13 FG-3.0 2 9.2 124.4 12.5 120 96 1-A
834 02/23/13 FG-2.0 2 9.2 124.4 11.5 121 98 1-A
835 02/23/13 FG-1.0 2 9.2 124.4 11.4 121 97 1-A
836 02/23/13 FG-1.0 2 9.2 124.4 11.8 119 95 1-A
TEST LOCATION:
830
831
832
833
834
835
836
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
130127-45D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
45' S and 10' E from the NW Corner of Block G, Pad 6 - Test Pit Area - Boring 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' N and 20' W from the SE Corner of Block G, Pad 5 - Test Pit Area - Boring 14
15' N and 20' W from the SE Corner of Block G, Pad 6 - Test Pit Area - Boring 14
45' S and 30' E from the NW Corner of Block G, Pad 5 - Test Pit Area - Boring 14
35' N and 20' W from the SE Corner of Block G, Pad 6 - Test Pit Area - Boring 14
45' S and 10' E from the NW Corner of Block G, Pad 5 - Test Pit Area - Boring 14
15' N and 20' W from the SE Corner of Block G, Pad 5 - Test Pit Area - Boring 14
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: 02/23/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
837 02/23/13 FG-1.3 1 11.9 117.9 13.8 115 98 1-A
838 02/23/13 FG-1.9 1 11.9 117.9 14.6 113 96 1-A
839 02/23/13 FG-1.8 1 11.9 117.9 12.2 116 98 1-A
840 02/23/13 FG-2.5 1 11.9 117.9 13.4 114 97 1-A
841 02/23/13 FG-2.0 1 11.9 117.9 12.9 116 98 1-A
842 02/23/13 FG-1.2 2 9.2 124.4 12.1 119 96 1-A
843 02/23/13 FG-1.7 2 9.2 124.4 11.6 120 97 1-A
TEST LOCATION:
837
838
839
840
841
842
843
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
35' N and 15' W from the SE Corner of Block J, Pad 22
35' N and 15' W from the SE Corner of Block J, Pad 24
35' N and 15' W from the SE Corner of Block J, Pad 18
35' N and 15' W from the SE Corner of Block J, Pad 19
35' N and 15' W from the SE Corner of Block J, Pad 21
DATETEST
NO.
35' N and 15' W from the SE Corner of Block J, Pad 20
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' N and 15' W from the SE Corner of Block J, Pad 14
Don Hinton
130127-45E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: