Westhaven 2-LR130209TESTED FOR:DATE: 02/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
427 02/09/13 FG-5.0 5 14.4 111.9 17.1 111 99 1-A
428 02/09/13 FG-4.0 5 14.4 111.9 17.5 109 97 1-A
429 02/09/13 FG-5.0 5 14.4 111.9 16.8 110 98 1-A
430 02/09/13 FG-4.0 5 14.4 111.9 17.2 111 99 1-A
431 02/09/13 FG-5.0 5 14.4 111.9 18.4 110 98 1-A
432 02/09/13 FG-4.0 5 14.4 111.9 17.3 112 100 1-A
433 02/09/13 FG-5.0 5 14.4 111.9 17.4 110 98 1-A
TEST LOCATION:Mass Grading
427
428
429
430
431
432
433
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
50' N and 25' W from the SE Corner of Block J, pad 6
50' N and 25' W from the SE Corner of Block J, pad 7
50' N and 25' W from the SE Corner of Block J, pad 2
50' N and 25' W from the SE Corner of Block J, pad 3
50' N and 25' W from the SE Corner of Block J, pad 5
DATETEST
NO.
50' N and 25' W from the SE Corner of Block J, pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 25' W from the SE Corner of Block J, pad 1
Don Hinton
130127-28
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
434 02/09/13 FG-4.0 5 14.4 111.9 15.9 111 99 1-A
435 02/09/13 FG-5.0 5 14.4 111.9 15.0 113 101 1-A
436 02/09/13 FG-4.0 5 14.4 111.9 18.0 110 98 1-A
437 02/09/13 FG-5.0 1 11.9 117.9 13.5 116 99 1-A
438 02/09/13 FG-5.0 1 11.9 117.9 13.0 118 100 1-A
439 02/09/13 FG-4.0 1 11.9 117.9 14.5 114 97 1-A
440 02/09/13 FG-5.0 1 11.9 117.9 13.0 116 99 1-A
TEST LOCATION:Mass Grading
434
435
436
437
438
439
440
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
130127-28A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' N and 25' W from the SE Corner of Block J, Pad 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 25' W from the SE Corner of Block J, Pad 8
50' N and 25' W from the SE Corner of Block K, pad 2
50' N and 25' W from the SE Corner of Block K, pad 3
50' N and 25' W from the SE Corner of Block J, Pad 9
50' N and 25' W from the SE Corner of Block J, Pad 10
50' N and 25' W from the SE Corner of Block K, 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: 02/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
441 02/09/13 FG-4.0 2 9.2 124.4 11.4 119 95 1-A
442 02/09/13 FG-5.0 2 9.2 124.4 10.9 121 97 1-A
443 02/09/13 FG-4.0 2 9.2 124.4 11.8 119 96 1-A
444 02/09/13 FG-5.0 2 9.2 124.4 12.6 118 95 1-A
445 02/09/13 FG-4.0 1 11.9 117.9 14.2 114 97 1-A
446 02/09/13 FG-4.0 1 11.9 117.9 13.2 115 98 1-A
447 02/09/13 FG-3.0 1 11.9 117.9 14.8 113 96 1-A
TEST LOCATION:Mass Grading
441
442
443
444
445
446
447
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' E from the NE Corner of Block J, Pad 1
45' S and 20' E from the NE Corner of Block J, Pad 2
50' N and 25' W from the SE Corner of Block K, Pad 5
50' N and 25' W from the SE Corner of Block K, Pad 6
40' S and 45' E from the NE Corner of Block K, Pad 1X
DATETEST
NO.
50' N and 25' W from the SE Corner of Block K, pad 1X
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 25' W from the SE Corner of Block K, Pad 4
Don Hinton
130127-28B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
448 02/09/13 FG-4.0 1 11.9 117.9 14.0 114 97 1-A
449 02/09/13 FG-3.0 1 11.9 117.9 12.3 113 96 1-A
450 02/09/13 FG-4.0 1 11.9 117.9 12.2 112 95 1-A
451 02/09/13 FG-3.0 1 11.9 117.9 12.5 116 98 1-A
452 02/09/13 FG-4.0 2 9.2 124.4 12.9 120 96 1-A
453 02/09/13 FG-3.0 2 9.2 124.4 12.3 122 98 1-A
454 02/09/13 FG-4.0 2 9.2 124.4 11.8 123 99 1-A
TEST LOCATION:Mass Grading
448
449
450
451
452
453
454
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
130127-28C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
40' S and 20' E from the NE Corner of Block J, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
40' S and 20' E from the NE Corner of Block J, Pad 3
40' S and 20' E from the NE Corner of Block J, Pad 8
40' S and 20' E from the NE Corner of Block J, Pad 9
40' S and 20' E from the NE Corner of Block J, Pad 4
40' S and 20' E from the NE Corner of Block J, Pad 5
40' S and 20' E from the NE Corner of Block J, Pad 7
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: 02/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
455 02/09/13 FG-3.0 5 14.4 111.9 16.9 117 104 1-A
456 02/09/13 FG-4.0 5 14.4 111.9 17.0 110 98 1-A
457 02/09/13 FG-4.0 5 14.4 111.9 17.7 109 97 1-A
458 02/09/13 FG-3.0 5 14.4 111.9 15.4 111 99 1-A
459 02/09/13 FG-4.0 5 14.4 111.9 16.0 109 97 1-A
460 02/09/13 FG-3.0 4 18.1 104.8 18.7 106 101 1-A
461 02/09/13 FG-4.0 4 18.1 104.8 18.6 104 99 1-A
TEST LOCATION:Mass Grading
455
456
457
458
459
460
461
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' E from the NW Corner of Block K, Pad 4
45' S and 20' E from the NW Corner of Block K, Pad 5
45' S and 20' E from the NW Corner of Block J, Pad 11
45' S and 20' E from the NW Corner of Block K, Pad 1
45' S and 20' E from the NW Corner of Block K, Pad 3
DATETEST
NO.
45' S and 20' E from the NW Corner of Block K, Pad 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' S and 20' E from the NW Corner of Block J, Pad 10
Don Hinton
130127-28D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
462 02/09/13 FG-3.0 5 14.4 111.9 15.0 110 98 1-A
463 02/09/13 FG-3.0 5 14.4 111.9 16.5 108 96 1-A
464 02/09/13 FG-2.0 5 14.4 111.9 16.9 108 97 1-A
TEST LOCATION:Mass Grading
462
463
464
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
130127-28E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' S and 20' E from the NW Corner of Block K, Pad 6
45' S and 20' E from the NW Corner of Block K, Pad 1X
45' S and 20' E from the NW Corner of Block K, Pad 1X
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