Westhaven 2-LR130320TESTED FOR:DATE: 03/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1568 03/20/13 SG 1 11.9 117.9 12.2 117 99 2-A
1569 03/20/13 SG 1 11.9 117.9 14.0 114 96 2-A
1570 03/20/13 FG-5.9 1 11.9 117.9 13.6 114 97 1-A
1571 03/20/13 FG-3.9 1 11.9 117.9 12.2 117 99 1-A
1572 03/20/13 FG-4.4 2 9.2 124.4 11.8 119 95 1-A
1573 03/20/13 FG-4.3 2 9.2 124.4 11.3 119 96 1-A
1574 03/20/13 FG-3.1 2 9.2 124.4 11.0 121 97 1-A
TEST LOCATION:
1568
1569
1570
1571
1572
1573
1574
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
130127-78
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 35' W from the SE Corner of Block A, Pad 8
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 35' W from the SE Corner of Block A, Pad 11
15' N and 35' W from the SE Corner of Block A, Pad 10
15' N and 35' W from the SE Corner of Block A, Pad 6
15' N and 35' W from the SE Corner of Block A, Pad 13
15' N and 35' W from the SE Corner of Block A, Pad 12
15' N and 35' W from the SE Corner of Block A, Pad 9
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: 03/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1575 03/20/13 FG-2.5 2 9.2 124.4 13.5 118 95 1-A
1576 03/20/13 FG-1.7 2 9.2 124.4 12.9 120 96 1-A
1577 03/20/13 FG-2.5 2 9.2 124.4 12.1 121 98 1-A
1578 03/20/13 FG-5.7 1 11.9 117.9 13.6 114 97 1-A
1579 03/20/13 FG-4.9 1 11.9 117.9 12.5 117 99 1-A
1580 03/20/13 FG-5.1 1 11.9 117.9 13.6 116 98 1-A
1581 03/20/13 FG-1.9 1 11.9 117.9 13.5 115 97 1-A
TEST LOCATION:
1575
1576
1577
1578
1579
1580
1581
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
10' S and 35' E from the NW Corner of Block A, Pad 11
10' S and 35' E from the NW Corner of Block A, Pad 8
15' N and 35' W from the SE Corner of Block A, Pad 4
15' N and 35' W from the SE Corner of Block A, Pad 5
10' S and 35' E from the NW Corner of Block A, Pad 12
DATETEST
NO.
10' S and 35' E from the NW Corner of Block A, Pad 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 35' W from the SE Corner of Block A, Pad 7
Don Hinton
130127-78A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/20/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1582 03/20/13 FG-1.5 1 11.9 117.9 14.8 113 96 1-A
1583 03/20/13 FG-2.1 1 11.9 117.9 14.1 113 96 1-A
1584 03/20/13 FG-1.5 1 11.9 117.9 13.5 114 97 1-A
1585 03/20/13 FG-0.9 1 11.9 117.9 13.4 115 97 1-A
1586 03/20/13 FG-4.7 1 11.9 117.9 14.9 113 96 1-A
1587 03/20/13 FG-3.9 1 11.9 117.9 14.7 113 96 1-A
1588 03/20/13 FG-4.1 1 11.9 117.9 13.3 114 97 1-A
TEST LOCATION:
1582
1583
1584
1585
1586
1587
1588
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
130127-78B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' S and 35' E from the NW Corner of Block A, Pad 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 35' E from the NW Corner of Block A, Pad 5
12' N and 45' W from the SE Corner of Block A, Pad 12
12' N and 45' W from the SE Corner of Block A, Pad 11
10' S and 35' E from the NW Corner of Block A, Pad 6
10' S and 35' E from the NW Corner of Block A, Pad 7
12' N and 45' W from the SE Corner of Block A, 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