Westhaven 2-LR130214TESTED FOR:DATE: 02/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
548 02/14/13 FG-1.0 1 11.9 117.9 15.8 113 96 1-A
549 02/14/13 FG-2.0 1 11.9 117.9 15.3 114 97 1-A
550 02/14/13 FG-2.0 5 14.4 111.9 17.8 109 97 1-A
551 02/14/13 FG-1.0 5 14.4 111.9 18.0 110 99 1-A
552 02/14/13 FG-1.0 5 14.4 111.9 17.1 110 98 1-A
553 02/14/13 FG-1.0 5 14.4 111.9 17.7 109 97 1-A
554 02/14/13 FG-2.0 5 14.4 111.9 17.0 110 98 1-A
TEST LOCATION:
548
549
550
551
552
553
554
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
130127-34
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
55' S and 20' W from NE Corner of Block J, Lot 15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
55' S and 20' W from NE Corner of Block J, Lot 12
55' S and 20' W from NE Corner of Block J, Lot 17
55' S and 20' W from NE Corner of Block J, Lot 18
55' S and 20' W from NE Corner of Block J, Lot 13
55' S and 20' W from NE Corner of Block J, Lot 14
55' S and 20' W from NE Corner of Block J, Lot 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: 02/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
555 02/14/13 EG-1.0 5 14.4 111.9 17.4 111 99 1-A
556 02/14/13 EG-2.0 5 14.4 111.9 18.2 107 95 1-A
557 02/14/13 EG-1.0 5 14.4 111.9 18.6 107 96 1-A
558 02/14/13 EG-2.0 5 14.4 111.9 17.4 108 96 1-A
559 02/14/13 EG-1.0 1 11.9 117.9 14.1 117 99 1-A
560 02/14/13 EG-2.0 1 11.9 117.9 13.8 118 100 1-A
561 02/14/13 EG-1.0 1 11.9 117.9 14.8 115 97 1-A
TEST LOCATION:
555
556
557
558
559
560
561
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
55' S and 20' W from NE Corner of Block J, Lot 24
55' S and 20' W from NE Corner of Block J, Lot 25
55' S and 20' W from NE Corner of Block J, Lot 20
55' S and 20' W from NE Corner of Block J, Lot 21
55' S and 20' W from NE Corner of Block J, Lot 23
DATETEST
NO.
55' S and 20' W from NE Corner of Block J, Lot 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
55' S and 20' W from NE Corner of Block J, Lot 19
D. Hinton
130127-34A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
562 02/14/13 EG-1.0 1 11.9 117.9 12.1 115 97 1-A
563 02/14/13 EG-1.0 1 11.9 117.9 11.8 115 97 1-A
564 02/14/13 EG-1.0 1 11.9 117.9 11.9 114 96 1-A
565 02/14/13 EG-1.0 1 11.9 117.9 11.8 115 98 1-A
566 02/14/13 EG-1.0 1 11.9 117.9 13.2 113 96 1-A
567 02/14/13 EG-1.0 1 11.9 117.9 12.6 114 97 1-A
568 02/14/13 EG-5.0 1 11.9 117.9 12.5 116 98 1-A
TEST LOCATION:
562
563
564
565
566
567
568
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
130127-34B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' N and 10' E from SW Corner of Block J, Lot 20
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 10' E from SW Corner of Block J, Lot 13
30' N and 10' E from SW Corner of Block J, Lot 24
30' N and 10' E from SW Corner of Block L, Lot 1
30' N and 10' E from SW Corner of Block J, Lot 14
30' N and 10' E from SW Corner of Block J, Lot 18
30' N and 10' E from SW Corner of Block J, Lot 22
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: 02/14/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
569 02/14/13 EG-4.0 2 9.2 124.4 11.1 122 98 1-A
570 02/14/13 EG-5.0 2 9.2 124.4 12.0 120 96 1-A
571 02/14/13 EG-4.0 1 11.9 117.9 13.7 115 97 1-A
572 02/14/13 EG-5.0 1 11.9 117.9 14.0 114 97 1-A
573 02/14/13 EG-4.0 1 11.9 117.9 15.4 114 96 1-A
574 02/14/13 EG-5.0 1 11.9 117.9 15.5 113 96 1-A
575 02/14/13 EG-4.0 1 11.9 117.9 16.2 112 95 1-A
TEST LOCATION:
569
570
571
572
573
574
575
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 25' W from NE Corner of Block L, Lot 7
45' N and 25' W from NE Corner of Block L, Lot 8
45' N and 25' W from NE Corner of Block L, Lot 3
45' N and 25' W from NE Corner of Block L, Lot 4
45' N and 25' W from NE Corner of Block L, Lot 6
DATETEST
NO.
45' N and 25' W from NE Corner of Block L, Lot 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 25' W from NE Corner of Block L, Lot 2
D. Hinton
130127-34C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: