Westhaven 2-LR130222TESTED FOR:DATE: 02/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
767 02/22/13 SG 5 14.4 111.9 17.2 109 97 2-A
768 02/22/13 FG-3.0 5 14.4 111.9 19.4 108 96 1-A
769 02/22/13 SG 5 14.4 111.9 18.0 110 98 2-A
770 02/22/13 FG-3.2 5 14.4 111.9 19.2 108 97 1-A
771 02/22/13 SG 5 14.4 111.9 16.5 110 98 2-A
772 02/22/13 SG 5 14.4 111.9 16.7 108 97 2-A
773 02/22/13 FG-0.6 5 14.4 111.9 16.4 110 98 1-A
TEST LOCATION:
767
768
769
770
771
772
773
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
130127-44
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 35' W from the NE Corner of Block G, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 35' W from the NE Corner of Block G, Pad 1
20' S and 35' W from the NE Corner of Block G, Pad 7
20' S and 35' W from the NE Corner of Block G, Pad 8
20' S and 35' W from the NE Corner of Block G, Pad 2
20' S and 35' W from the NE Corner of Block G, Pad 3
20' S and 35' W from the NE Corner of Block G, Pad 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: 02/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
774 02/22/13 SG 5 14.4 111.9 17.1 110 98 2-A
775 02/22/13 FG-1.1 1 11.9 117.9 14.2 116 99 1-A
776 02/22/13 SG 1 11.9 117.9 13.5 117 99 2-A
777 02/22/13 SG 1 11.9 117.9 13.0 116 98 2-A
778 02/22/13 SG 1 11.9 117.9 13.1 116 98 2-A
779 02/22/13 SG 1 11.9 117.9 12.9 118 100 2-A
780 02/22/13 SG 1 11.9 117.9 13.9 115 97 2-A
TEST LOCATION:
774
775
776
777
778
779
780
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' S and 40' W from the NE Corner of Block G, Pad 17
20' S and 40' W from the NE Corner of Block G, Pad 19
20' S and 40' W from the NE Corner of Block G, Pad 10
20' S and 40' W from the NE Corner of Block G, Pad 11
20' S and 40' W from the NE Corner of Block G, Pad 15
DATETEST
NO.
20' S and 40' W from the NE Corner of Block G, Pad 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 40' W from the NE Corner of Block G, Pad 9
Don Hinton
130127-44A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
781 02/22/13 SG 5 14.4 111.9 15.3 110 98 2-A
782 02/22/13 SG 5 14.4 111.9 16.6 110 98 2-A
783 02/22/13 SG 5 14.4 111.9 16.4 109 98 2-A
784 02/22/13 SG 5 14.4 111.9 16.7 108 96 2-A
785 02/22/13 SG 5 14.4 111.9 16.6 108 97 2-A
786 02/22/13 SG 5 14.4 111.9 16.5 110 98 2-A
787 02/22/13 SG 1 11.9 117.9 14.2 116 99 2-A
TEST LOCATION:
781
782
783
784
785
786
787
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
130127-44B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 40' W from the NE Corner of Block G, Pad 27
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 40' W from the NE Corner of Block G, Pad 21
20' S and 40' W from the NE Corner of Block G, Pad 31
20' S and 40' W from the NE Corner of Block G, Pad 33
20' S and 40' W from the NE Corner of Block G, Pad 23
20' S and 40' W from the NE Corner of Block G, Pad 25
20' S and 40' W from the NE Corner of Block G, Pad 29
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: 02/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
788 02/22/13 SG 1 11.9 117.9 12.6 117 99 2-A
789 02/22/13 SG 1 11.9 117.9 13.7 115 98 2-A
790 02/22/13 SG 1 11.9 117.9 13.2 117 99 2-A
791 02/22/13 SG 2 9.2 124.4 12.7 118 95 2-A
792 02/22/13 SG 2 9.2 124.4 11.7 120 96 2-A
793 02/22/13 SG 2 9.2 124.4 11.7 119 96 2-A
794 02/22/13 SG 2 9.2 124.4 11.1 120 96 2-A
TEST LOCATION:
788
789
790
791
792
793
794
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
50' S and 20' E from the NW Corner of Block J, Pad 11
50' S and 20' E from the NW Corner of Block J, Pad 13
50' S and 20' E from the NW Corner of Block J, Pad 1
50' S and 20' E from the NW Corner of Block J, Pad 3
50' S and 20' E from the NW Corner of Block J, Pad 9
DATETEST
NO.
50' S and 20' E from the NW Corner of Block J, Pad 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 40' W from the NE Corner of Block G, Pad 35
Don Hinton
130127-44C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
795 02/22/13 SG 2 9.2 124.4 11.5 122 98 2-A
796 02/22/13 SG 2 9.2 124.4 12.7 118 95 2-A
797 02/22/13 SG 2 9.2 124.4 11.2 119 95 2-A
798 02/22/13 FG-2.6 2 9.2 124.4 11.0 121 98 1-A
799 02/22/13 FG-2.0 1 11.9 117.9 14.3 114 97 1-A
800 02/22/13 FG-2.5 1 11.9 117.9 13.6 116 98 1-A
801 02/22/13 FG-2.2 1 11.9 117.9 12.8 118 100 1-A
TEST LOCATION:
795
796
797
798
799
800
801
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
130127-44D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 50' E from the SW Corner of Block G, Pad 1
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 20' E from the NW Corner of Block K, Pad 1
15' N and 50' E from the SW Corner of Block G, Pad 3
15' N and 50' E from the SW Corner of Block G, Pad 4
50' S and 20' E from the NW Corner of Block K, Pad 3
50' S and 20' E from the NW Corner of Block K, Pad 5
15' N and 50' E from the SW Corner of Block G, Pad 2
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