Westhaven 2-LR130211TESTED FOR:DATE: 02/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
465 02/11/13 FG-3.0 6 18.6 102.8 22.5 98 95 1-A
466 02/11/13 FG-2.0 6 18.6 102.8 22.9 102 99 1-A
467 02/11/13 FG-3.0 6 18.6 102.8 23.1 101 98 1-A
468 02/11/13 FG-2.0 4 18.1 104.8 20.7 102 97 1-A
469 02/11/13 FG-3.0 4 18.1 104.8 22.2 101 97 1-A
470 02/11/13 FG-2.0 4 18.1 104.8 22.4 103 98 1-A
471 02/11/13 FG-3.0 4 18.1 104.8 20.6 103 98 1-A
TEST LOCATION:
465
466
467
468
469
470
471
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
130127-30
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
40' S and 20' W from the NE Corner of Block J, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 20' W from the NE Corner of Block J, Pad 1
40' S and 20' W from the NE Corner of Block J, Pad 6
40' S and 20' W from the NE Corner of Block J, Pad 7
40' S and 20' W from the NE Corner of Block J, Pad 2
40' S and 20' W from the NE Corner of Block J, Pad 3
40' S and 20' W from the NE Corner of Block J, Pad 5
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: 02/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
472 02/11/13 FG-2.0 4 18.1 104.8 20.2 103 98 1-A
473 02/11/13 FG-3.0 4 18.1 104.8 22.9 102 98 1-A
474 02/11/13 FG-2.0 4 18.1 104.8 22.5 103 98 1-A
475 02/11/13 FG-3.0 4 18.1 104.8 20.8 102 97 1-A
476 02/11/13 FG-3.0 4 18.1 104.8 20.6 103 98 1-A
477 02/11/13 FG-2.0 4 18.1 104.8 21.5 103 98 1-A
478 02/11/13 FG-3.0 4 18.1 104.8 21.4 104 99 1-A
TEST LOCATION:
472
473
474
475
476
477
478
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
40' S and 20' W from the NE Corner of Block K, Pad 2
40' S and 20' W from the NE Corner of Block K, Pad 3
40' S and 20' W from the NE Corner of Block J, Pad 9
40' S and 20' W from the NE Corner of Block J, Pad 10
40' S and 20' W from the NE Corner of Block K, Pad 1
DATETEST
NO.
40' S and 20' W from the NE Corner of Block J, Pad 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 20' W from the NE Corner of Block J, Pad 8
Don Hinton
130127-30A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
479 02/11/13 FG-2.0 4 18.1 104.8 22.2 105 100 1-A
480 02/11/13 FG-3.0 4 18.1 104.8 21.9 101 96 1-A
481 02/11/13 FG-2.0 4 18.1 104.8 22.0 102 97 1-A
482 02/11/13 FG-1.0 4 18.1 104.8 21.1 103 99 1-A
483 02/11/13 FG-2.0 4 18.1 104.8 22.0 104 99 1-A
484 02/11/13 FG-1.0 4 18.1 104.8 22.2 101 97 1-A
485 02/11/13 FG-2.0 4 18.1 104.8 21.3 103 98 1-A
TEST LOCATION:
479
480
481
482
483
484
485
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
130127-30B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
40' S and 20' W from the NE Corner of Block K, Pad 1X
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 20' W from the NE Corner of Block K, Pad 4
45' N and 15' E from the SW Corner of Block J, Pad 2
45' N and 15' E from the SW Corner of Block J, Pad 3
40' S and 20' W from the NE Corner of Block K, Pad 5
40' S and 20' W from the NE Corner of Block K, Pad 6
45' N and 15' E from the SW Corner of Block J, Pad 1
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: 02/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
486 02/11/13 FG-1.0 4 18.1 104.8 21.6 104 100 1-A
487 02/11/13 FG-2.0 4 18.1 104.8 21.4 105 100 1-A
488 02/11/13 FG-2.0 4 18.1 104.8 20.7 106 101 1-A
489 02/11/13 FG-1.0 5 14.4 111.9 17.1 110 98 1-A
490 02/11/13 FG-1.0 5 14.4 111.9 17.2 111 99 1-A
491 02/11/13 FG-2.0 5 14.4 111.9 16.1 109 97 1-A
492 02/11/13 FG-1.0 5 14.4 111.9 17.1 111 99 1-A
TEST LOCATION:
486
487
488
489
490
491
492
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
45' N and 15' E from the SW Corner of Block J, Pad 9
45' N and 15' E from the SW Corner of Block J, Pad 10
45' N and 15' E from the SW Corner of Block J, Pad 5
45' N and 15' E from the SW Corner of Block J, Pad 6
45' N and 15' E from the SW Corner of Block J, Pad 8
DATETEST
NO.
45' N and 15' E from the SW Corner of Block J, Pad 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 15' E from the SW Corner of Block J, Pad 4
Don Hinton
130127-30C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
493 02/11/13 FG-2.0 5 14.4 111.9 15.6 110 99 1-A
494 02/11/13 FG-2.0 5 14.4 111.9 16.1 112 100 1-A
495 02/11/13 FG-1.0 5 14.4 111.9 15.2 112 100 1-A
496 02/11/13 FG-2.0 5 14.4 111.9 16.5 109 97 1-A
497 02/11/13 FG-1.0 5 14.4 111.9 15.3 113 101 1-A
498 02/11/13 FG-2.0 5 14.4 111.9 17.3 111 99 1-A
499 02/11/13 FG-1.0 5 14.4 111.9 17.5 109 98 1-A
TEST LOCATION:
493
494
495
496
497
498
499
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
130127-30D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
45' N and 15' E from the SW Corner of Block K, Pad 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 15' E from the SW Corner of Block J, Pad 11
45' N and 15' E from the SW Corner of Block K, Pad 5
45' N and 15' E from the SW Corner of Block K, Pad 6
45' N and 15' E from the SW Corner of Block K, Pad 1
45' N and 15' E from the SW Corner of Block K, Pad 2
45' N and 15' E from the SW Corner of Block K, Pad 4
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: 02/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
500 02/11/13 FG-1.0 5 14.4 111.9 18.0 108 97 1-A
501 02/11/13 FG-1.0 5 14.4 111.9 17.6 110 98 1-A
502 02/11/13 FG-1.0 5 14.4 111.9 17.6 109 97 1-A
503 02/11/13 FG-1.0 5 14.4 111.9 15.8 113 101 1-A
504 02/11/13 FG-1.0 5 14.4 111.9 16.3 112 100 1-A
505 02/11/13 FG-1.0 5 14.4 111.9 15.5 111 99 1-A
506 02/11/13 FG-1.0 5 14.4 111.9 16.0 110 98 1-A
TEST LOCATION:
500
501
502
503
504
505
506
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' E and 30' W from the NE Corner of Block J, Pad 5
35' E and 30' W from the NE Corner of Block J, Pad 7
35' E and 30' W from the NE Corner of Block K, Pad 1
35' E and 30' W from the NE Corner of Block K, Pad 3
35' E and 30' W from the NE Corner of Block J, Pad 3
DATETEST
NO.
35' E and 30' W from the NE Corner of Block K, Pad 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' E and 30' W from the NE Corner of Block J, Pad 11
Don Hinton
130127-30E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: