Westhaven 2-LR130316TESTED FOR:DATE: 03/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1513 03/16/13 EG-2.0 6 18.6 102.8 25.4 94 92 1-C
1514 03/16/13 EG-2.0 6 18.6 102.8 25.7 94 91 1-C
1515 03/16/13 EG-2.0 6 18.6 102.8 25.8 94 92 1-C
1516 03/16/13 FG-5.6 6 18.6 102.8 23.6 100 97 1-A
1517 03/16/13 FG-4.9 6 18.6 102.8 22.6 101 98 1-A
1518 03/16/13 FG-6.2 6 18.6 102.8 22.7 101 99 1-A
1519 03/16/13 FG-5.4 6 18.6 102.8 22.9 100 98 1-A
TEST LOCATION:
1513
1514
1515
1516
1517
1518
1519
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
130127-75
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
45' N and 12' W from the SE Corner of Block N, Pad 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 12' W from the SE Corner of Block N, Pad 12
45' N and 12' W from the SE Corner of Block N, Pad 15
45' N and 12' W from the SE Corner of Block N, Pad 16
45' N and 12' W from the SE Corner of Block N, Pad 13
45' N and 12' W from the SE Corner of Block N, Pad 14
45' N and 12' W from the SE Corner of Block N, Pad 20
Irving, Texas
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
TESTED FOR:DATE: 03/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1520 03/16/13 FG-5.3 6 18.6 102.8 23.0 100 97 1-A
1521 03/16/13 FG-4.3 6 18.6 102.8 21.9 101 99 1-A
1522 03/16/13 FG-4.6 6 18.6 102.8 22.1 101 98 1-A
1523 03/16/13 FG-3.9 6 18.6 102.8 22.2 100 97 1-A
1524 03/16/13 EG-2.0 6 18.6 102.8 24.9 96 93 1-AD
1525 03/16/13 EG-2.0 6 18.6 102.8 25.0 96 93 1-AD
1526 03/16/13 EG-2.0 6 18.6 102.8 24.7 97 95 1-AD
TEST LOCATION:
1520
1521
1522
1523
1524
1525
1526
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.
Irving, Texas
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
45' N and 12' W from the SE Corner of Block N, Pad 13
45' N and 12' W from the SE Corner of Block N, Pad 14
45' N and 12' W from the SE Corner of Block N, Pad 18
40' S and 15' E from the NW Corner of Block N, Pad 19
45' N and 12' W from the SE Corner of Block N, Pad 12
DATETEST
NO.
40' S and 15' E from the NW Corner of Block N, Pad 20
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 12' W from the SE Corner of Block N, Pad 17
Don Hinton
130127-75A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1527 03/16/13 EG-1.5 6 18.6 102.8 24.2 99 96 1-A
1528 03/16/13 EG-1.5 6 18.6 102.8 24.1 97 95 1-A
1529 03/16/13 EG-1.5 6 18.6 102.8 24.8 97 94 1-A
1530 03/16/13 EG-1.0 6 18.6 102.8 24.2 100 97 1-A
1531 03/16/13 EG-1.0 6 18.6 102.8 24.8 100 97 1-A
1532 03/16/13 EG-1.0 6 18.6 102.8 24.8 97 94 1-A
TEST LOCATION:
1527
1528
1529
1530
1531
1532
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
130127-75B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 15' W from the NE Corner of Block N, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 15' E from the SW Corner of Block N, Pad 12
15' S and 15' W from the NE Corner of Block N, Pad 14
40' S and 15' E from the SW Corner of Block N, Pad 13
40' S and 15' E from the SW Corner of Block N, Pad 14
15' S and 15' W from the NE Corner of Block N, Pad 13
Irving, Texas
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