Westhaven 2-LR130318TESTED FOR:DATE: 03/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1533 03/18/13 FG-6.8 4 18.1 104.8 23.3 103 98 1-A
1534 03/18/13 FG-7.4 4 18.1 104.8 23.2 99 94 1-A
1535 03/18/13 FG-7.8 4 18.1 104.8 23.8 102 97 1-A
1536 03/18/13 FG-5.8 4 18.1 104.8 22.9 101 97 1-A
1537 03/18/13 FG-6.4 4 18.1 104.8 23.1 100 95 1-A
1538 03/18/13 FG-6.8 4 18.1 104.8 23.9 98 94 1-A
1539 03/18/13 FG-4.8 4 18.1 104.8 22.0 100 95 1-A
TEST LOCATION: Building Pads, Phase 1
1533
1534
1535
1536
1537
1538
1539
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
130127-76
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' N and 10' W from SE Corner of Block N, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 15' E from NW Corner of Block N, Lot 12
30' N and 10' W from SE Corner of Block N, Lot 14
50' S and 12' E from NW Corner of Block N, Lot 12
25' S and 15' E from NW Corner of Block N, Lot 13
25' S and 15' E from NW Corner of Block N, Lot 14
30' N and 10' W from SE Corner of Block N, Lot 13
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: 03/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1540 03/18/13 FG-6.4 4 18.1 104.8 22.2 101 97 1-A
1541 03/18/13 FG-5.8 4 18.1 104.8 22.0 100 96 1-A
1542 03/18/13 FG-1.6 6 18.6 102.8 24.8 97 95 1-A
1543 03/18/13 FG-2.5 6 18.6 102.8 24.5 98 95 1-A
1544 03/18/13 FG-3.4 6 18.6 102.8 23.8 99 96 1-A
1545 03/18/13 FG-3.3 6 18.6 102.8 21.8 101 98 1-A
1546 03/18/13 FG-3.2 6 18.6 102.8 21.3 101 98 1-A
TEST LOCATION: Building Pads, Phase 1
1540
1541
1542
1543
1544
1545
1546
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
50' S and 12' E from NW Corner of Block N, Lot 6
50' S and 12' E from NW Corner of Block N, Lot 7
50' S and 12' E from NW Corner of Block N, Lot 14
50' S and 12' E from NW Corner of Block N, Lot 3
50' S and 12' E from NW Corner of Block N, Lot 5
DATETEST
NO.
50' S and 12' E from NW Corner of Block N, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 12' E from NW Corner of Block N, Lot 13
D. Hinton
130127-76A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1547 03/18/13 FG-2.3 6 18.6 102.8 23.8 99 96 1-A
1548 03/18/13 FG-2.8 4 18.1 104.8 21.0 102 97 1-A
1549 03/18/13 FG-2.8 4 18.1 104.8 21.8 101 96 1-A
1550 03/18/13 FG-3.7 4 18.1 104.8 23.0 102 97 1-A
1551 03/18/13 FG-1.7 4 18.1 104.8 22.9 100 96 1-A
1552 03/18/13 FG-0.7 4 18.1 104.8 21.8 103 98 1-A
1553 03/18/13 FG-3.8 4 18.1 104.8 20.6 102 97 1-A
TEST LOCATION: Building Pads, Phase 1
1547
1548
1549
1550
1551
1552
1553
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
130127-76B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' S and 12' E from NW Corner of Block N, Lot 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 12' E from NW Corner of Block N, Lot 8
50' S and 12' E from NW Corner of Block H, Lot 3
25' N and 18' W from SE Corner of Block N, Lot 12
50' S and 12' E from NW Corner of Block N, Lot 9
50' S and 12' E from NW Corner of Block N, Lot 10
50' S and 12' E from NW Corner of Block H, Lot 3 - Plastic 3/18
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: 03/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1554 03/18/13 FG-5.4 6 18.6 102.8 23.6 98 96 1-A
1555 03/18/13 FG-4.8 6 18.6 102.8 23.1 99 96 1-A
1556 03/18/13 FG-5.2 4 18.1 104.8 22.5 102 97 1-A
1557 03/18/13 FG-4.4 4 18.1 104.8 21.6 101 97 1-A
1558 03/18/13 FG-4.3 4 18.1 104.8 22.8 101 96 1-A
1559 03/18/13 FG-3.3 4 18.1 104.8 22.7 104 99 1-A
1560 03/18/13 FG-3.6 4 18.1 104.8 23.8 102 98 1-A
TEST LOCATION: Building Pads, Phase 1
1554
1555
1556
1557
1558
1559
1560
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 18' W from SE Corner of Block N, Lot 18
25' N and 18' W from SE Corner of Block N, Lot 19
25' N and 18' W from SE Corner of Block N, Lot 14
25' N and 18' W from SE Corner of Block N, Lot 15
25' N and 18' W from SE Corner of Block N, Lot 17
DATETEST
NO.
25' N and 18' W from SE Corner of Block N, Lot 16
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 18' W from SE Corner of Block N, Lot 13
D. Hinton
130127-76C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1561 03/18/13 FG-4.2 4 18.1 104.8 23.3 101 96 1-A
1562 03/18/13 FG-3.4 4 18.1 104.8 21.7 102 98 1-A
1563 03/18/13 FG-3.3 4 18.1 104.8 23.7 100 96 1-A
1564 03/18/13 FG-2.3 4 18.1 104.8 22.3 103 98 1-A
1565 03/18/13 FG-2.6 4 18.1 104.8 22.4 101 96 1-A
1566 03/18/13 FG-2.9 4 18.1 104.8 21.6 100 95 1-A
1567 03/18/13 FG-1.9 4 18.1 104.8 21.2 104 99 1-A
TEST LOCATION: Building Pads, Phase 1
1561
1562
1563
1564
1565
1566
1567
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
130127-76D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
45' N and 10' E from SW Corner of Block N, Lot 18
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 10' E from SW Corner of Block N, Lot 15
45' N and 10' E from SW Corner of Block N, Lot 20
20' S and 15' W from NE Corner of Block N, Lot 20
45' N and 10' E from SW Corner of Block N, Lot 16
45' N and 10' E from SW Corner of Block N, Lot 17
45' N and 10' E from SW Corner of Block N, Lot 19
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