Westhaven 2-LR140730TESTED FOR:DATE: 07/30/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2614 07/30/14 FG-4.0 7 15.1 110.1 15.6 106 97 1-A
2615 07/30/14 FG-4.0 7 15.1 110.1 16.8 105 95 1-A
2616 07/30/14 FG-4.0 7 15.1 110.1 16.4 108 98 1-A
2617 07/30/14 FG-4.0 7 15.1 110.1 15.6 105 96 1-A
2618 07/30/14 FG-3.5 7 15.1 110.1 15.1 108 98 1-A
2619 07/30/14 FG-3.5 7 15.1 110.1 16.8 106 96 1-A
2620 07/30/14 FG-3.5 7 15.1 110.1 17.4 105 96 1-A
TEST LOCATION:Berm Along North Side of Property
2614
2615
2616
2617
2618
2619
2620
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.
Coppell, Texas
TECHNICIAN:
180' W from the East End of Berm
TEST
NO.
30' W from the East End of Berm
J. Ranjbaran
DATE
600' W from the East End of Berm
IN PLACE
DRY DENSITY
PCF
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
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
SOIL ID
NUMBER
130127-165Westhaven Phase 1 & 2 - Mass Grading
350' W from the East End of Berm
150' W from the East End of Berm
400' W from the East End of Berm
50' W from the East End of Berm
TESTED FOR:DATE: 07/30/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2621 07/30/14 FG-3.5 7 15.1 110.1 16.4 106 96 1-A
2622 07/30/14 FG-3.0 7 15.1 110.1 16.7 106 97 1-A
2623 07/30/14 FG-3.0 7 15.1 110.1 17.9 105 95 1-A
2624 07/30/14 FG-3.0 7 15.1 110.1 17.2 109 99 1-A
2625 07/30/14 FG-3.0 7 15.1 110.1 15.7 108 98 1-A
2626 07/30/14 FG-2.5 7 15.1 110.1 15.5 106 97 1-A
2627 07/30/14 FG-2.5 7 15.1 110.1 17.2 108 99 1-A
TEST LOCATION:Berm Along North Side of Property
2621
2622
2623
2624
2625
2626
2627
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.
550' W from the East End of Berm
750' W from the East End of Berm
150' E from the West End of Berm
350' E from the West End of Berm
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
150' W from the East End of Berm
350' W from the East End of Berm
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
550' W from the East End of Berm
TECHNICIAN: J. 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 130127-165A
TESTED FOR:DATE: 07/30/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2628 07/30/14 FG-2.5 7 15.1 110.1 17.2 107 97 1-A
2629 07/30/14 FG-2.5 7 15.1 110.1 15.8 108 98 1-A
2630 07/30/14 FG-2.5 7 15.1 110.1 15.9 107 97 1-A
TEST LOCATION:Berm Along North Side of Property
2628
2629
2630
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.
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
750' E from the West End of Berm
950' E from the West End of Berm
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
550' E from the West End of Berm
TECHNICIAN: J. 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 130127-165B