Westhaven 2-130314TESTED FOR:DATE: 03/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1424 03/14/13 EG-2.0 5 14.4 111.9 18.4 109 97 1-A
1425 03/14/13 EG-1.0 5 14.4 111.9 17.2 111 99 1-A
1426 03/14/13 EG-2.0 5 14.4 111.9 19.0 109 98 1-A
1427 03/14/13 EG-1.0 5 14.4 111.9 18.1 110 98 1-A
1428 03/14/13 EG-1.0 5 14.4 111.9 17.5 109 97 1-A
1429 03/14/13 EG-2.0 5 14.4 111.9 18.7 108 96 1-A
1430 03/14/13 EG-1.0 5 14.4 111.9 17.5 110 98 1-A
TEST LOCATION: Phase 2
1424
1425
1426
1427
1428
1429
1430
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' S and 30' W from NE Corner of Block F, Lot 26
15' S and 30' W from NE Corner of Block F, Lot 27
15' S and 30' W from NE Corner of Block F, Lot 20
15' S and 30' W from NE Corner of Block F, Lot 22
15' S and 30' W from NE Corner of Block F, Lot 25
DATETEST
NO.
15' S and 30' W from NE Corner of Block F, Lot 23
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' W from NE Corner of Block F, Lot 19
D. Hinton
130127-68
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1431 03/14/13 EG-1.0 1 11.9 117.9 16.3 112 95 1-A
1432 03/14/13 EG-1.0 1 11.9 117.9 14.7 114 97 1-A
1433 03/14/13 EG-1.0 1 11.9 117.9 15.0 114 97 1-A
1434 03/14/13 EG-1.0 1 11.9 117.9 12.8 115 98 1-A
1435 03/14/13 EG-1.0 1 11.9 117.9 15.6 113 96 1-A
1436 03/14/13 EG-3.0 2 9.2 124.4 12.4 118 95 1-A
1437 03/14/13 EG-2.0 2 9.2 124.4 12.0 119 96 1-A
TEST LOCATION: Phase 2
1431
1432
1433
1434
1435
1436
1437
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
130127-68A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 30' W from NE Corner of Block F, Lot 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' W from NE Corner of Block F, Lot 12
15' S and 30' W from NE Corner of Block E, Lot 13
15' S and 30' W from NE Corner of Block E, Lot 14
15' S and 30' W from NE Corner of Block F, Lot 15
15' S and 30' W from NE Corner of Block F, Lot 19
15' S and 30' W from NE Corner of Block F, Lot 26
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: 03/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1438 03/14/13 EG-3.0 4 18.1 104.8 22.0 101 96 1-A
1439 03/14/13 EG-2.0 4 18.1 104.8 20.5 103 99 1-A
1440 03/14/13 EG-2.0 5 14.4 111.9 17.4 110 98 1-A
1441 03/14/13 EG-3.0 5 14.4 111.9 17.7 107 95 1-A
1442 03/14/13 EG-4.0 5 14.4 111.9 17.1 107 96 1-A
1443 03/14/13 EG-5.0 5 14.4 111.9 17.0 108 97 1-A
1444 03/14/13 EG-5.0 5 14.4 111.9 16.6 107 96 1-A
TEST LOCATION: Phase 2
1438
1439
1440
1441
1442
1443
1444
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' S and 30' W from NE Corner of Block E, Lot 17
15' S and 30' W from NE Corner of Block F, Lot 17
15' S and 30' W from NE Corner of Block E, Lot 16
15' S and 30' W from NE Corner of Block E, Lot 20
15' S and 30' W from NE Corner of Block E, Lot 18
DATETEST
NO.
15' S and 30' W from NE Corner of Block E, Lot 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' W from NE Corner of Block E, Lot 15
D. Hinton
130127-68B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1445 03/14/13 EG-4.0 5 14.4 111.9 18.0 109 98 1-A
1446 03/14/13 EG-5.0 5 14.4 111.9 18.2 109 97 1-A
1447 03/14/13 EG-2.0 5 14.4 111.9 18.8 107 95 1-A
1448 03/14/13 EG-1.0 5 14.4 111.9 18.5 110 98 1-A
1449 03/14/13 EG-2.0 4 18.1 104.8 21.2 103 99 1-A
1450 03/14/13 EG-1.0 4 18.1 104.8 22.1 101 96 1-A
1451 03/14/13 EG-4.0 4 18.1 104.8 22.5 103 98 1-A
TEST LOCATION: Phase 2
1445
1446
1447
1448
1449
1450
1451
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
130127-68C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' N and 40' E from SW Corner of Block E, Lot 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' W from NE Corner of Block F, Lot 16
10' N and 40' E from SW Corner of Block E, Lot 16
10' N and 40' E from SW Corner of Block E, Lot 17
15' S and 30' W from NE Corner of Block F, Lot 18
10' N and 40' E from SW Corner of Block E, Lot 13
10' N and 40' E from SW Corner of Block E, Lot 15
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: 03/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1452 03/14/13 EG-3.0 4 18.1 104.8 20.7 105 100 1-A
1453 03/14/13 EG-2.0 4 18.1 104.8 23.2 103 98 1-A
1454 03/14/13 EG-1.0 4 18.1 104.8 20.5 102 98 1-A
1455 03/14/13 EG-4.0 4 18.1 104.8 20.7 101 97 1-A
1456 03/14/13 EG-3.0 4 18.1 104.8 22.9 103 98 1-A
1457 03/14/13 EG-4.0 4 18.1 104.8 21.2 103 98 1-A
TEST LOCATION: Phase 2
1452
1453
1454
1455
1456
1457
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
12' N and 40' E from SW Corner of Block F, Lot 18
12' N and 40' E from SW Corner of Block E, Lot 19
12' N and 40' E from SW Corner of Block E, Lot 20
12' N and 40' E from SW Corner of Block F, Lot 16
DATETEST
NO.
12' N and 40' E from SW Corner of Block F, Lot 17
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' N and 40' E from SW Corner of Block E, Lot 18
D. Hinton
130127-68D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: