Westhaven 2-LR130219TESTED FOR:DATE: 02/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
657 02/19/13 EG-3.0 1 11.9 117.9 13.0 116 98 1-A
658 02/19/13 EG-2.0 1 11.9 117.9 14.0 115 97 1-A
659 02/19/13 EG-3.0 1 11.9 117.9 13.7 115 98 1-A
660 02/19/13 EG-2.0 1 11.9 117.9 14.0 114 97 1-A
661 02/19/13 EG-3.0 1 11.9 117.9 13.9 114 97 1-A
662 02/19/13 EG-2.0 1 11.9 117.9 13.2 114 97 1-A
663 02/19/13 EG-3.0 1 11.9 117.9 13.4 115 98 1-A
TEST LOCATION:
657
658
659
660
661
662
663
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
130127-39
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
40' S and 15' W from the NE Corner of Block M, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 15' W from the NE Corner of Block M, Pad 1
40' S and 15' W from the NE Corner of Block M, Pad 6
40' S and 15' W from the NE Corner of Block M, Pad 7
40' S and 15' W from the NE Corner of Block M, Pad 2
40' S and 15' W from the NE Corner of Block M, Pad 3
40' S and 15' W from the NE Corner of Block M, 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: 02/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
664 02/19/13 EG-2.0 1 11.9 117.9 13.4 113 96 1-A
665 02/19/13 EG-1.0 1 11.9 117.9 12.5 116 98 1-A
666 02/19/13 EG-2.0 1 11.9 117.9 12.0 115 98 1-A
667 02/19/13 EG-1.0 5 14.4 111.9 15.6 108 97 1-A
668 02/19/13 EG-2.0 5 14.4 111.9 16.0 108 97 1-A
669 02/19/13 EG-1.0 5 14.4 111.9 15.6 109 98 1-A
670 02/19/13 EG-2.0 5 14.4 111.9 16.3 107 95 1-A
TEST LOCATION:
664
665
666
667
668
669
670
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
30' N and 15' E from the SW Corner of Block M, Pad 4
30' N and 15' E from the SW Corner of Block M, Pad 3
30' N and 15' E from the SW Corner of Block M, Pad 8
30' N and 15' E from the SW Corner of Block M, Pad 7
30' N and 15' E from the SW Corner of Block M, Pad 5
DATETEST
NO.
30' N and 15' E from the SW Corner of Block M, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 15' W from the NE Corner of Block M, Pad 8
Don Hinton
130127-39A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
671 02/19/13 EG-1.0 5 14.4 111.9 15.6 107 96 1-A
672 02/19/13 EG-2.0 5 14.4 111.9 15.2 108 97 1-A
673 02/19/13 EG-4.0 4 18.1 104.8 19.2 104 99 1-A
674 02/19/13 EG-5.0 4 18.1 104.8 19.8 105 100 1-A
675 02/19/13 EG-4.0 4 18.1 104.8 23.4 100 96 1-A
676 02/19/13 EG-5.0 4 18.1 104.8 22.5 101 96 1-A
677 02/19/13 EG-4.0 4 18.1 104.8 21.7 103 99 1-A
TEST LOCATION:
671
672
673
674
675
676
677
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
130127-39B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' S and 45' W from the NE Corner of Block H, Pad 17
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 15' E from the SW Corner of Block M, Pad 2
25' S and 45' W from the NE Corner of Block H, Pad 19
25' S and 45' W from the NE Corner of Block H, Pad 20
30' N and 15' E from the SW Corner of Block M, Pad 1
25' S and 45' W from the NE Corner of Block H, Pad 16
25' S and 45' W from the NE Corner of Block H, Pad 18
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: 02/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
678 02/19/13 EG-5.0 4 18.1 104.8 22.2 102 98 1-A
679 02/19/13 EG-3.0 4 18.1 104.8 22.0 104 99 1-A
680 02/19/13 EG-4.0 4 18.1 104.8 22.5 103 98 1-A
681 02/19/13 EG-3.0 4 18.1 104.8 20.7 101 96 1-A
682 02/19/13 EG-4.0 4 18.1 104.8 20.4 103 98 1-A
683 02/19/13 EG-3.0 4 18.1 104.8 22.1 103 99 1-A
684 02/19/13 EG-4.0 4 18.1 104.8 21.4 104 100 1-A
TEST LOCATION:
678
679
680
681
682
683
684
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' N and 35' E from the SW Corner of Block H, Pad 20
15' N and 35' E from the SW Corner of Block H, Pad 21
15' N and 35' E from the SW Corner of Block H, Pad 16
15' N and 35' E from the SW Corner of Block H, Pad 17
15' N and 35' E from the SW Corner of Block H, Pad 19
DATETEST
NO.
15' N and 35' E from the SW Corner of Block H, Pad 18
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 45' W from the NE Corner of Block H, Pad 21
Don Hinton
130127-39C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
685 02/19/13 EG-2.0 4 18.1 104.8 21.7 102 97 1-A
686 02/19/13 EG-3.0 4 18.1 104.8 21.2 104 99 1-A
687 02/19/13 EG-2.0 4 18.1 104.8 22.6 102 97 1-A
688 02/19/13 EG-3.0 4 18.1 104.8 22.0 103 98 1-A
689 02/19/13 EG-2.0 4 18.1 104.8 21.6 103 98 1-A
690 02/19/13 EG-3.0 4 18.1 104.8 20.8 104 99 1-A
691 02/19/13 EG-5.0 4 18.1 104.8 22.0 100 96 1-A
TEST LOCATION:
685
686
687
688
689
690
691
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
130127-39D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 55' W from the NE Corner of Block H, Pad 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 55' W from the NE Corner of Block H, Pad 16
20' S and 55' W from the NE Corner of Block H, Pad 21
20' S and 55' W from the NE Corner of Block H, Pad 1
20' S and 55' W from the NE Corner of Block H, Pad 17
20' S and 55' W from the NE Corner of Block H, Pad 18
20' S and 55' W from the NE Corner of Block H, Pad 20
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