Westhaven 2-LR130213TESTED FOR:DATE: 02/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
531 02/13/13 FG-4.0 5 14.4 111.9 16.9 107 96 1-A
532 02/13/13 FG-4.0 5 14.4 111.9 16.4 108 96 1-A
533 02/13/13 FG-4.0 5 14.4 111.9 16.6 109 97 1-A
534 02/13/13 FG-3.0 5 14.4 111.9 17.5 110 98 1-A
535 02/13/13 FG-2.0 5 14.4 111.9 16.2 111 99 1-A
536 02/13/13 FG-3.0 1 11.9 117.9 14.1 113 96 1-A
537 02/13/13 FG-2.0 1 11.9 117.9 13.7 113 96 1-A
TEST LOCATION:
531
532
533
534
535
536
537
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
25' N and 65' W from the NE Corner of Block J, Pad 18
25' N and 65' W from the NE Corner of Block J, Pad 19
25' N and 65' W from the NE Corner of Block J, Pad 14
25' N and 65' W from the NE Corner of Block J, Pad 16
25' N and 65' W from the NE Corner of Block J, Pad 17
DATETEST
NO.
25' N and 65' W from the NE Corner of Block J, Pad 15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 65' W from the NE Corner of Block J, Pad 12
Don Hinton
130127-33
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
538 02/13/13 FG-3.0 1 11.9 117.9 15.9 112 95 1-A
539 02/13/13 FG-3.0 1 11.9 117.9 15.3 113 96 1-A
540 02/13/13 FG-2.0 1 11.9 117.9 14.7 114 97 1-A
541 02/13/13 FG-3.0 1 11.9 117.9 15.8 112 95 1-A
542 02/13/13 FG-2.0 5 14.4 111.9 16.7 111 99 1-A
543 02/13/13 FG-3.0 5 14.4 111.9 17.3 110 99 1-A
544 02/13/13 FG-2.0 5 14.4 111.9 16.8 111 99 1-A
TEST LOCATION:
538
539
540
541
542
543
544
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
130127-33A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' N and 65' W from the NE Corner of Block J, Pad 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 65' W from the NE Corner of Block J, Pad 13
25' N and 65' W from the NE Corner of Block J, Pad 24
25' N and 65' W from the NE Corner of Block J, Pad 25
25' N and 65' W from the NE Corner of Block J, Pad 20
25' N and 65' W from the NE Corner of Block J, Pad 21
25' N and 65' W from the NE Corner of Block J, Pad 23
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: 02/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
545 02/13/13 FG-2.0 1 11.9 117.9 14.3 115 97 1-A
546 02/13/13 FG-3.0 1 11.9 117.9 18.0 113 96 1-A
547 02/13/13 FG-2.0 1 11.9 117.9 14.5 114 96 1-A
TEST LOCATION:
545
546
547
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 60' E from the NW Corner of Block J, Pad 14
15' S and 60' E from the NW Corner of Block J, Pad 16
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 60' E from the NW Corner of Block J, Pad 12
Don Hinton
130127-33B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: