Westhaven 2-LR130215TESTED FOR:DATE: 02/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
576 02/15/13 EG-4.0 2 9.2 124.4 9.8 122 98 1-A
577 02/15/13 EG-3.0 2 9.2 124.4 11.1 121 98 1-A
578 02/15/13 EG-4.0 2 9.2 124.4 10.8 122 98 1-A
579 02/15/13 EG-3.0 2 9.2 124.4 11.0 120 96 1-A
580 02/15/13 EG-4.0 2 9.2 124.4 11.1 119 95 1-A
581 02/15/13 EG-3.0 2 9.2 124.4 11.9 119 96 1-A
582 02/15/13 EG-4.0 2 9.2 124.4 11.5 120 97 1-A
TEST LOCATION:
576
577
578
579
580
581
582
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 15' E from SW Corner of Block L, Lot 6
50' N and 15' E from SW Corner of Block L, Lot 7
50' N and 15' E from SW Corner of Block L, Lot 2
50' N and 15' E from SW Corner of Block L, Lot 3
50' N and 15' E from SW Corner of Block L, Lot 5
DATETEST
NO.
50' N and 15' E from SW Corner of Block L, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 15' E from SW Corner of Block L, Lot 1
D. Hinton
130127-35
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
583 02/15/13 EG-3.0 5 14.4 111.9 18.7 108 96 1-A
584 02/15/13 EG-3.0 5 14.4 111.9 17.4 109 97 1-A
585 02/15/13 EG-2.0 5 14.4 111.9 17.7 111 99 1-A
586 02/15/13 EG-3.0 5 14.4 111.9 17.9 110 98 1-A
587 02/15/13 EG-2.0 5 14.4 111.9 15.0 108 96 1-A
588 02/15/13 EG-3.0 1 11.9 117.9 13.7 112 95 1-A
589 02/15/13 EG-2.0 1 11.9 117.9 13.5 113 96 1-A
TEST LOCATION:
583
584
585
586
587
588
589
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
130127-35A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
35' S and 20' W from NE Corner of Block L, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' N and 15' E from SW Corner of Block L, Lot 8
35' S and 20' W from NE Corner of Block L, Lot 5
35' S and 20' W from NE Corner of Block L, Lot 6
35' S and 20' W from NE Corner of Block L, Lot 1
35' S and 20' W from NE Corner of Block L, Lot 2
35' S and 20' W from NE Corner of Block L, Lot 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: 02/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
590 02/15/13 EG-3.0 1 11.9 117.9 14.0 114 96 1-A
591 02/15/13 EG-2.0 5 14.4 111.9 19.0 108 97 1-A
592 02/15/13 EG-2.0 5 14.4 111.9 19.4 109 97 1-A
593 02/15/13 EG-1.0 5 14.4 111.9 18.5 112 100 1-A
594 02/15/13 EG-2.0 5 14.4 111.9 17.7 110 98 1-A
595 02/15/13 EG-1.0 5 14.4 111.9 19.6 107 95 1-A
596 02/15/13 EG-2.0 5 14.4 111.9 17.7 109 98 1-A
TEST LOCATION:
590
591
592
593
594
595
596
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 30' E from SW Corner of Block L, Lot 4
30' N and 30' E from SW Corner of Block L, Lot 5
30' N and 30' E from SW Corner of Block L, Lot 8
30' N and 30' E from SW Corner of Block L, Lot 1
30' N and 30' E from SW Corner of Block L, Lot 3
DATETEST
NO.
30' N and 30' E from SW Corner of Block L, Lot 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 20' W from NE Corner of Block L, Lot 7
D. Hinton
130127-35B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
597 02/15/13 EG-2.0 5 14.4 111.9 18.1 108 96 1-A
598 02/15/13 EG-1.0 5 14.4 111.9 18.3 106 95 1-A
599 02/15/13 EG-1.0 5 14.4 111.9 18.6 108 96 1-A
600 02/15/13 EG-1.0 5 14.4 111.9 18.5 107 96 1-A
601 02/15/13 EG-1.0 5 14.4 111.9 18.2 107 95 1-A
602 02/15/13 EG-1.0 5 14.4 111.9 16.6 109 97 1-A
TEST LOCATION:
597
598
599
600
601
602
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
130127-35C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' S and 15' W from NE Corner of Block L, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' N and 30' E from SW Corner of Block L, Lot 7
50' S and 15' W from NE Corner of Block L, Lot 7
30' N and 30' E from SW Corner of Block L, Lot 8
50' S and 15' W from NE Corner of Block L, Lot 1
50' S and 15' W from NE Corner of Block L, Lot 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