Westhaven 2-LR130220TESTED FOR:DATE: 02/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
692 02/20/13 EG-1.0 5 14.4 111.9 17.0 108 97 1-A
693 02/20/13 EG-2.0 5 14.4 111.9 17.0 107 96 1-A
694 02/20/13 EG-1.0 5 14.4 111.9 16.5 109 98 1-A
695 02/20/13 EG-2.0 5 14.4 111.9 15.6 108 96 1-A
696 02/20/13 EG-1.0 5 14.4 111.9 16.7 109 97 1-A
697 02/20/13 EG-2.0 5 14.4 111.9 15.0 111 99 1-A
698 02/20/13 EG-4.0 5 14.4 111.9 14.8 112 100 1-A
TEST LOCATION:
692
693
694
695
696
697
698
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
130127-40
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 60' W from SE Corner of Block H, Pad 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 60' W from SE Corner of Block H, Pad 16
15' N and 60' W from SE Corner of Block H, Pad 21
15' N and 60' W from SE Corner of Block H, Pad 1
15' N and 60' W from SE Corner of Block H, Pad 17
15' N and 60' W from SE Corner of Block H, Pad 18
15' N and 60' W from SE 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
TESTED FOR:DATE: 02/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
699 02/20/13 EG-3.0 1 11.9 117.9 14.5 114 97 1-A
700 02/20/13 EG-1.0 1 11.9 117.9 13.0 115 98 1-A
701 02/20/13 EG-1.0 1 11.9 117.9 12.0 115 98 1-A
702 02/20/13 EG-1.0 1 11.9 117.9 15.0 113 96 1-A
703 02/20/13 EG-4.0 1 11.9 117.9 12.3 117 99 1-A
704 02/20/13 EG-5.0 1 11.9 117.9 13.7 113 96 1-A
705 02/20/13 EG-4.0 1 11.9 117.9 13.7 114 96 1-A
TEST LOCATION:
699
700
701
702
703
704
705
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 45' E from NW Corner of Block H, Pad 9
15' S and 45' E from NW Corner of Block H, Pad 10
15' S and 45' E from NW Corner of Block H, Pad 17
15' S and 45' E from NW Corner of Block H, Pad 19
15' S and 45' E from NW Corner of Block H, Pad 8
DATETEST
NO.
15' S and 45' E from NW Corner of Block H, Pad 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 45' E from NW Corner of Block H, Pad 1
D. Hinton
130127-40A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
706 02/20/13 EG-5.0 1 11.9 117.9 13.6 114 97 1-A
707 02/20/13 EG-4.0 1 11.9 117.9 14.4 113 96 1-A
708 02/20/13 EG-5.0 5 14.4 111.9 17.4 109 97 1-A
709 02/20/13 EG-4.0 5 14.4 111.9 17.5 111 99 1-A
710 02/20/13 EG-5.0 5 14.4 111.9 17.8 110 98 1-A
711 02/20/13 EG-4.0 5 14.4 111.9 17.9 107 95 1-A
712 02/20/13 EG-2.0 5 14.4 111.9 17.6 108 96 1-A
TEST LOCATION:
706
707
708
709
710
711
712
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
130127-40B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 50' E from NW Corner of Block H, Pad 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 50' E from NW Corner of Block H, Pad 11
15' S and 50' E from NW Corner of Block H, Pad 2
10' N and 35' W from SE Corner of Block H, Pad 1
15' S and 50' E from NW Corner of Block H, Pad 12
15' S and 50' E from NW Corner of Block H, Pad 13
15' S and 50' E from NW Corner of Block H, Pad 15
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: 02/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
713 02/20/13 EG-3.0 5 14.4 111.9 18.4 108 96 1-A
714 02/20/13 EG-3.0 5 14.4 111.9 18.2 107 95 1-A
715 02/20/13 EG-4.0 1 11.9 117.9 13.0 117 99 1-A
716 02/20/13 EG-3.0 1 11.9 117.9 12.2 116 99 1-A
717 02/20/13 EG-4.0 1 11.9 117.9 15.0 113 96 1-A
718 02/20/13 EG-3.0 1 11.9 117.9 15.0 113 96 1-A
719 02/20/13 EG-4.0 1 11.9 117.9 13.8 116 98 1-A
TEST LOCATION:
713
714
715
716
717
718
719
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
10' N and 35' W from SE Corner of Block H, Pad 12
10' N and 35' W from SE Corner of Block H, Pad 13
10' N and 35' W from SE Corner of Block H, Pad 8
10' N and 35' W from SE Corner of Block H, Pad 9
10' N and 35' W from SE Corner of Block H, Pad 11
DATETEST
NO.
10' N and 35' W from SE Corner of Block H, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 35' W from SE Corner of Block H, Pad 2
D. Hinton
130127-40C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
720 02/20/13 EG-3.0 2 9.2 124.4 12.5 120 96 1-A
721 02/20/13 EG-4.0 2 9.2 124.4 12.0 123 98 1-A
722 02/20/13 EG-1.0 2 9.2 124.4 11.5 124 99 1-A
723 02/20/13 EG-2.0 2 9.2 124.4 12.3 121 97 1-A
724 02/20/13 EG-2.0 2 9.2 124.4 11.6 123 99 1-A
725 02/20/13 EG-4.0 2 9.2 124.4 12.4 120 97 1-A
726 02/20/13 EG-3.0 2 9.2 124.4 11.8 121 97 1-A
TEST LOCATION:
720
721
722
723
724
725
726
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
130127-40D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
12' S and 40' E from NW Corner of Block H, Pad 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 35' W from SE Corner of Block H, Pad 14
12' S and 40' E from NW Corner of Block H, Pad 9
12' S and 40' E from NW Corner of Block H, Pad 10
10' N and 35' W from SE Corner of Block H, Pad 15
12' S and 40' E from NW Corner of Block H, Pad 1
12' S and 40' E from NW Corner of Block H, Pad 8
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: 02/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
727 02/20/13 EG-3.0 5 14.4 111.9 17.1 111 99 1-A
728 02/20/13 EG-2.0 5 14.4 111.9 17.3 111 99 1-A
729 02/20/13 EG-3.0 4 18.1 104.8 22.0 102 97 1-A
730 02/20/13 EG-2.0 4 18.1 104.8 20.2 103 98 1-A
731 02/20/13 EG-3.0 4 18.1 104.8 21.4 103 98 1-A
TEST LOCATION:
727
728
729
730
731
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
12' S and 40' E from NW Corner of Block H, Pad 12
12' S and 40' E from NW Corner of Block H, Pad 13
12' S and 40' E from NW Corner of Block H, Pad 15
DATETEST
NO.
12' S and 40' E from NW Corner of Block H, Pad 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' S and 40' E from NW Corner of Block H, Pad 11
D. Hinton
130127-40E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: