Westhaven 2-LR140804TESTED FOR:DATE: 08/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2631 08/04/14 FG-2.0 7 15.1 110.1 15.7 105 96 1-A
2632 08/04/14 FG-2.0 7 15.1 110.1 17.6 107 97 1-A
2633 08/04/14 FG-2.0 7 15.1 110.1 15.6 108 98 1-A
2634 08/04/14 FG-1.5 7 15.1 110.1 16.5 105 95 1-A
2635 08/04/14 FG-1.5 7 15.1 110.1 16.4 107 97 1-A
2636 08/04/14 FG-1.5 7 15.1 110.1 17.5 105 95 1-A
2637 08/04/14 FG-1.0 7 15.1 110.1 16.9 107 98 1-A
TEST LOCATION:Berm along North side of Property
2631
2632
2633
2634
2635
2636
2637
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.
200' W from the East End of Berm
300' W from the East End of Berm
600' W from the East End of Berm
450' E from the West End of Berm
Irving, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
SOIL ID
NUMBER
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
130127-166
DATE
150' E from the West End of Berm
IN PLACE
DRY DENSITY
PCF
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
750' E from the West End of Berm
TEST
NO.
40' W from the East End of Berm
Jamshid Ranjbaran
TESTED FOR:DATE: 08/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2638 08/04/14 FG-1.0 7 15.1 110.1 15.3 109 99 1-A
2639 08/04/14 FG-1.0 7 15.1 110.1 17.3 106 97 1-A
2640 08/04/14 FG-0.5 7 15.1 110.1 17.4 107 97 1-A
2641 08/04/14 FG-0.5 7 15.1 110.1 15.6 105 95 1-A
2642 08/04/14 FG-0.5 7 15.1 110.1 15.5 105 96 1-A
2643 08/04/14 FG 7 15.1 110.1 16.5 107 98 1-A
2644 08/04/14 FG 7 15.1 110.1 16.2 106 97 1-A
TEST LOCATION:Berm along North side of Property
2638
2639
2640
2641
2642
2643
2644
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.
TECHNICIAN: Jamshid Ranjbaran
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-166A
Coppell, Texas
800' W from the East End of Berm
250' E from the West End of Berm
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
500' W from the East End of Berm
550' E from the West End of Berm
850' E from the West End of Berm
150' W from the East End of Berm
450' W from the East End of Berm
TESTED FOR:DATE: 08/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2645 08/04/14 FG 7 15.1 110.1 16.9 108 98 1-A
TEST LOCATION:Berm along North side of Property
2645
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.
TECHNICIAN: Jamshid Ranjbaran
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-166B
Coppell, Texas
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
750' W from the East End of Berm