Westhaven 2-LR130321TESTED FOR:DATE: 03/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1589 03/21/13 FG-3.4 1 11.9 117.9 13.9 115 98 1-A
1590 03/21/13 FG-3.3 1 11.9 117.9 13.4 117 99 1-A
1591 03/21/13 FG-3.1 1 11.9 117.9 12.1 118 100 1-A
1592 03/21/13 FG-2.9 1 11.9 117.9 12.0 118 100 1-A
1593 03/21/13 FG-3.7 1 11.9 117.9 12.4 117 99 1-A
1594 03/21/13 FG-1.1 2 9.2 124.4 12.5 120 96 1-A
1595 03/21/13 FG-0.9 2 9.2 124.4 11.7 121 97 1-A
TEST LOCATION: West Haven Phase 2
1589
1590
1591
1592
1593
1594
1595
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
130127-79
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 35' E from NW Corner of Block A, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from NW Corner of Block A, Lot 9
15' S and 35' E from NW Corner of Block A, Lot 6
15' S and 35' E from NW Corner of Block A, Lot 8
15' S and 35' E from NW Corner of Block A, Lot 10
15' S and 35' E from NW Corner of Block A, Lot 11
15' S and 35' E from NW Corner of Block A, 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: 03/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1596 03/21/13 FG-2.4 2 9.2 124.4 11.6 120 97 1-A
1597 03/21/13 FG-2.3 2 9.2 124.4 11.5 122 98 1-A
1598 03/21/13 FG-2.7 2 9.2 124.4 12.0 121 97 1-A
1599 03/21/13 FG-1.9 1 11.9 117.9 12.7 117 99 1-A
1600 03/21/13 FG-2.1 1 11.9 117.9 12.5 115 97 1-A
1601 03/21/13 FG-1.4 1 11.9 117.9 12.2 117 99 1-A
1602 03/21/13 FG-1.3 1 11.9 117.9 12.7 116 99 1-A
TEST LOCATION: West Haven Phase 2
1596
1597
1598
1599
1600
1601
1602
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
18' S and 45' W from NE Corner of Block A, Lot 9
18' S and 45' W from NE Corner of Block A, Lot 10
15' N and 30' W from SE Corner of Block A, Lot 10
15' N and 30' W from SE Corner of Block A, Lot 13
15' N and 30' W from SE Corner of Block A, Lot 11
DATETEST
NO.
15' N and 30' W from SE Corner of Block A, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 30' W from SE Corner of Block A, Lot 9
D. Hinton
130127-79A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1603 03/21/13 FG-1.1 1 11.9 117.9 13.9 115 98 1-A
1604 03/21/13 FG-0.9 1 11.9 117.9 14.4 114 97 1-A
1605 03/21/13 FG-1.7 1 11.9 117.9 12.5 116 98 1-A
1606 03/21/13 FG-2.7 1 11.9 117.9 13.0 113 96 1-A
1607 03/21/13 FG-2.7 1 11.9 117.9 13.3 113 96 1-A
1608 03/21/13 FG-2.0 1 11.9 117.9 13.4 112 95 1-A
1609 03/21/13 FG-2.7 1 11.9 117.9 12.8 113 96 1-A
TEST LOCATION: West Haven Phase 2
1603
1604
1605
1606
1607
1608
1609
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
130127-79B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
18' S and 25' E from NW Corner of Block B, Lot 1
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
18' S and 25' E from NW Corner of Block A, Lot 11
18' S and 25' E from NW Corner of Block B, Lot 3
18' S and 25' E from NW Corner of Block B, Lot 4
18' S and 25' E from NW Corner of Block A, Lot 12
18' S and 25' E from NW Corner of Block A, Lot 13
18' S and 25' E from NW Corner of Block B, Lot 2
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: 03/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1610 03/21/13 FG-3.2 4 18.1 104.8 22.3 101 96 1-A
1611 03/21/13 FG-3.6 4 18.1 104.8 23.2 99 94 1-A
1612 03/21/13 FG-1.7 4 18.1 104.8 24.8 96 92 1-B
1613 03/21/13 FG-1.7 4 18.1 104.8 24.5 97 92 1-B
1614 03/21/13 FG-1.0 4 18.1 104.8 24.4 96 92 1-B
1615 03/21/13 FG-1.7 4 18.1 104.8 22.3 100 96 1-A
1616 03/21/13 FG-3.0 4 18.1 104.8 24.3 99 95 1-A
TEST LOCATION: West Haven Phase 2
1610
1611
1612
1613
1614
1615
1616
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' N and 40' W from SE Corner of Block B, Lot 4
15' N and 40' W from SE Corner of Block B, Lot 5
15' N and 40' W from SE Corner of Block B, Lot 9
15' N and 40' W from SE Corner of Block B, Lot 1
15' N and 40' W from SE Corner of Block B, Lot 3
DATETEST
NO.
15' N and 40' W from SE Corner of Block B, Lot 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 40' W from SE Corner of Block B, Lot 8
D. Hinton
130127-79C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1617 03/21/13 FG-3.4 4 18.1 104.8 22.5 103 98 1-A
1618 03/21/13 FG-2.9 4 18.1 104.8 21.8 100 95 1-A
1619 03/21/13 FG-2.2 4 18.1 104.8 23.5 100 95 1-A
1620 03/21/13 FG-2.6 4 18.1 104.8 22.7 101 97 1-A
1621 03/21/13 FG-1.7 4 18.1 104.8 23.5 101 96 1-AD
1622 03/21/13 FG-1.7 4 18.1 104.8 24.0 100 96 1-AD
1623 03/21/13 FG-1.0 4 18.1 104.8 23.6 102 97 1-AD
TEST LOCATION: West Haven Phase 2
1617
1618
1619
1620
1621
1622
1623
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
130127-79D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' S and 20' E from NW Corner of Block B, Lot 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 20' E from NW Corner of Block B, Lot 6
Retest of Test #1613 of this Report
Retest of Test #1614 of this Report
10' S and 20' E from NW Corner of Block B, Lot 7
10' S and 20' E from NW Corner of Block B, Lot 8
Retest of Test #1612 of this Report
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