Westhaven 2-LR130315 (4)TESTED FOR:DATE: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1479 03/15/13 EG-4.0 5 14.4 111.9 20.2 107 96 1-A
1480 03/15/13 EG-3.5 5 14.4 111.9 19.9 105 94 1-A
1481 03/15/13 EG-3.0 5 14.4 111.9 20.0 106 95 1-A
1482 03/15/13 EG-2.5 5 14.4 111.9 21.1 104 93 1-A
1483 03/15/13 EG-2.0 5 14.4 111.9 18.8 108 96 1-C
1484 03/15/13 EG-2.0 5 14.4 111.9 20.9 106 95 1-AD
1485 03/15/13 EG-5.0 5 14.4 111.9 20.3 107 96 1-A
TEST LOCATION: Phase 1 - Moisture Condition
1479
1480
1481
1482
1483
1484
1485
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
130127-72
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 15' W from SE Corner of Block H, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 12' E from NW Corner of Block H, Lot 3
60' N and 10' E from SW Corner of Block H, Lot 3
55' S and 15' W from NE Corner of Block N, Lot 12
25' S and 12' E from NW Corner of Block H, Lot 3
20' N and 15' W from SE Corner of Block H, Lot 3
60' N and 10' E from SW Corner of Block H, Lot 3
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: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1486 03/15/13 EG-5.0 4 18.1 104.8 23.8 98 94 1-A
1487 03/15/13 EG-5.0 4 18.1 104.8 24.9 99 94 1-A
1488 03/15/13 EG-4.5 4 18.1 104.8 24.8 101 96 1-A
1489 03/15/13 EG-4.5 4 18.1 104.8 24.9 99 94 1-A
1490 03/15/13 EG-4.5 4 18.1 104.8 24.6 99 95 1-A
1491 03/15/13 EG-1.5 4 18.1 104.8 26.0 98 93 1-A
1492 03/15/13 EG-1.0 4 18.1 104.8 24.4 100 95 1-A
TEST LOCATION: Phase 1 - Moisture Condition
1486
1487
1488
1489
1490
1491
1492
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 10' E from SW Corner of Block H, Lot 3
30' S and 15' E from NW Corner of Block H, Lot 3
55' S and 15' W from NE Corner of Block N, Lot 14
25' N and 10' E from SW Corner of Block N, Lot 12
25' N and 10' E from SW Corner of Block N, Lot 14
DATETEST
NO.
25' N and 10' E from SW Corner of Block N, Lot 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
55' S and 15' W from NE Corner of Block N, Lot 13
D. Hinton
130127-72A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1493 03/15/13 EG-4.0 4 18.1 104.8 24.0 98 93 1-A
1494 03/15/13 EG-4.0 4 18.1 104.8 23.3 99 94 1-A
1495 03/15/13 EG-4.0 4 18.1 104.8 23.4 101 96 1-A
1496 03/15/13 EG-3.5 4 18.1 104.8 24.2 100 95 1-A
1497 03/15/13 EG-3.5 4 18.1 104.8 24.0 100 96 1-A
1498 03/15/13 EG-3.5 4 18.1 104.8 24.3 100 95 1-A
1499 03/15/13 EG-7.2 4 18.1 104.8 24.0 99 95 1-A
TEST LOCATION: Phase 1 - Moisture Condition
1493
1494
1495
1496
1497
1498
1499
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
130127-72B
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
30' 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
30' N and 10' W from SE Corner of Block N, Lot 15
30' S and 15' E from NW Corner of Block N, Lot 13
30' 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: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1500 03/15/13 EG-6.4 4 18.1 104.8 20.8 103 98 1-A
1501 03/15/13 EG-6.3 4 18.1 104.8 21.2 101 96 1-A
1502 03/15/13 EG-5.3 4 18.1 104.8 20.3 101 96 1-A
1503 03/15/13 SG 4 18.1 104.8 20.5 104 99 2-A
1504 03/15/13 EG-5.9 4 18.1 104.8 22.1 101 97 1-A
1505 03/15/13 EG-5.6 4 18.1 104.8 23.0 100 95 1-A
1506 03/15/13 EG-4.9 4 18.1 104.8 20.4 104 99 1-A
TEST LOCATION: Phase 1
1500
1501
1502
1503
1504
1505
1506
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
35' N and 12' W from SE Corner of Block N, Lot 19
35' N and 12' W from SE Corner of Block N, Lot 20
25' S and 15' E from NW Corner of Block N, Lot 17
25' S and 15' E from NW Corner of Block N, Lot 18
25' S and 15' E from NW Corner of Block N, Lot 20
DATETEST
NO.
25' S and 15' E from NW Corner of Block N, Lot 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 15' E from NW Corner of Block N, Lot 16
D. Hinton
130127-72C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1507 03/15/13 EG-3.0 4 18.1 104.8 20.8 103 98 1-A
1508 03/15/13 EG-3.0 4 18.1 104.8 21.2 101 96 1-A
1509 03/15/13 EG-3.0 4 18.1 104.8 20.3 101 96 1-A
1510 03/15/13 EG-2.5 4 18.1 104.8 20.5 104 99 1-A
1511 03/15/13 EG-2.5 4 18.1 104.8 22.1 101 97 1-A
1512 03/15/13 EG-2.5 4 18.1 104.8 23.0 100 95 1-A
TEST LOCATION: Phase 1
1507
1508
1509
1510
1511
1512
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
130127-72D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 10' W from SE Corner of Block N, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' S and 15' E from NW Corner of Block N, Lot 12
15' N and 10' W from SE Corner of Block N, Lot 14
30' S and 15' E from NW Corner of Block N, Lot 13
30' S and 15' E from NW Corner of Block N, Lot 14
15' 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