Westhaven 2-LR130212 (2)TESTED FOR:DATE: 02/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
507 02/12/13 FG-6.0 5 14.4 111.9 18.0 110 98 1-A
508 02/12/13 FG-5.0 5 14.4 111.9 18.2 108 96 1-A
509 02/12/13 FG-6.0 5 14.4 111.9 17.0 111 99 1-A
510 02/12/13 FG-5.0 5 14.4 111.9 18.4 108 96 1-A
511 02/12/13 FG-6.0 5 14.4 111.9 15.9 112 100 1-A
512 02/12/13 FG-5.0 5 14.4 111.9 16.3 113 101 1-A
513 02/12/13 FG-4.0 5 14.4 111.9 16.7 111 100 1-A
TEST LOCATION:Phase 1 - Mass Grading and Building Pads
507
508
509
510
511
512
513
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
130127-31
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' N and 20' E from the SW Corner of Block J, Pad 15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 20' E from the SW Corner of Block J, Pad 12
30' N and 20' E from the SW Corner of Block J, Pad 17
30' N and 20' E from the SW Corner of Block J, Pad 18
30' N and 20' E from the SW Corner of Block J, Pad 13
30' N and 20' E from the SW Corner of Block J, Pad 14
30' N and 20' E from the SW Corner of Block J, Pad 16
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: 02/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
514 02/12/13 FG-5.0 5 14.4 111.9 17.3 109 97 1-A
515 02/12/13 FG-4.0 4 18.1 104.8 22.3 103 98 1-A
516 02/12/13 FG-5.0 4 18.1 104.8 21.7 104 99 1-A
517 02/12/13 FG-4.0 4 18.1 104.8 21.5 104 99 1-A
518 02/12/13 FG-5.0 4 18.1 104.8 21.4 105 100 1-A
519 02/12/13 FG-4.0 4 18.1 104.8 20.8 102 98 1-A
520 02/12/13 FG-5.0 4 18.1 104.8 21.7 101 97 1-A
TEST LOCATION:Phase 1 - Mass Grading and Building Pads
514
515
516
517
518
519
520
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
30' N and 20' E from the SW Corner of Block J, Pad 24
30' N and 20' E from the SW Corner of Block J, Pad 25
30' N and 20' E from the SW Corner of Block J, Pad 20
30' N and 20' E from the SW Corner of Block J, Pad 21
30' N and 20' E from the SW Corner of Block J, Pad 23
DATETEST
NO.
30' N and 20' E from the SW Corner of Block J, Pad 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 20' E from the SW Corner of Block J, Pad 19
Don Hinton
130127-31A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
521 02/12/13 FG-5.0 1 11.9 117.9 15.0 117 99 1-A
522 02/12/13 FG-4.0 1 11.9 117.9 14.1 117 99 1-A
523 02/12/13 FG-5.0 1 11.9 117.9 14.0 116 98 1-A
524 02/12/13 FG-4.0 2 9.2 124.4 14.0 120 96 1-A
525 02/12/13 FG-5.0 2 9.2 124.4 13.3 119 95 1-A
526 02/12/13 FG-4.0 2 9.2 124.4 11.5 120 96 1-A
527 02/12/13 FG-4.0 2 9.2 124.4 13.8 120 96 1-A
TEST LOCATION:Phase 1 - Mass Grading and Building Pads
521
522
523
524
525
526
527
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
130127-31B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' S and 15' W from the NE Corner of Block J, Pad 15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 15' W from the NE Corner of Block J, Pad 12
50' S and 15' W from the NE Corner of Block J, Pad 17
30' N and 20' E from the SW Corner of Block J, Pad 19
50' S and 15' W from the NE Corner of Block J, Pad 13
50' S and 15' W from the NE Corner of Block J, Pad 14
50' S and 15' W from the NE Corner of Block J, Pad 16
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: 02/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
528 02/12/13 FG-4.0 5 14.4 111.9 17.3 110 98 1-A
529 02/12/13 FG-4.0 5 14.4 111.9 18.0 110 99 1-A
530 02/12/13 FG-4.0 5 14.4 111.9 16.8 112 100 1-A
TEST LOCATION:Phase 1 - Mass Grading and Building Pads
528
529
530
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' S and 20' W from the NE Corner of Block J, Pad 25
45' S and 20' W from the NE Corner of Block J, Pad 23
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' S and 20' W from the NE Corner of Block J, Pad 21
Don Hinton
130127-31C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: