Westhaven 2-LR140705TESTED FOR:DATE: 07/05/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2583 07/05/14 FG-0.5 8 13.1 113.7 12.7 113 99 1-A
2584 07/05/14 FG 8 13.1 113.7 13.7 111 98 1-A
2585 07/05/14 FG-0.5 8 13.1 113.7 12.9 109 96 1-A
2586 07/05/14 FG 8 13.1 113.7 14.4 113 99 1-A
2587 07/05/14 FG-0.5 8 13.1 113.7 14.7 111 98 1-A
2588 07/05/14 FG 8 13.1 113.7 13.1 109 96 1-A
2589 07/05/14 FG-0.5 8 13.1 113.7 13.5 112 99 1-A
TEST LOCATION:Building Pad
2583
2584
2585
2586
2587
2588
2589
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.
20' N and 20' W from SE Corner of Block F, Pad 21
40' N and 40' W from SE Corner of Block F, Pad 18
10' N and 20' W from SE Corner of Block F, Pad 19
50' N and 30' W from SE Corner of Block F, Pad 20
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
SOIL ID
NUMBER
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
130127-152
Irving, Texas
DATE
20' N and 50' W from SE Corner of Block F, Pad 19
IN PLACE
DRY DENSITY
PCF
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
30' N and 40' W from SE Corner of Block F, Pad 20
TEST
NO.
30' N and 30' W from SE Corner of Block F, Pad 18
J. Ranjbaran
TESTED FOR:DATE: 07/05/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2590 07/05/14 FG 8 13.1 113.7 13.1 113 99 1-A
2591 07/05/14 FG-0.5 8 13.1 113.7 12.6 113 99 1-A
2592 07/05/14 FG 8 13.1 113.7 14.9 111 98 1-A
2593 07/05/14 FG-0.5 8 13.1 113.7 13.3 111 97 1-A
2594 07/05/14 FG 8 13.1 113.7 14.5 113 99 1-A
2595 07/05/14 FG-0.5 8 13.1 113.7 13.5 111 98 1-A
2596 07/05/14 FG 8 13.1 113.7 13.1 109 96 1-A
TEST LOCATION:Building Pad
2590
2591
2592
2593
2594
2595
2596
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.
TECHNICIAN: J. Ranjbaran
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-152A
Coppell, Texas
40' N and 30' E from SW Corner of Block F, Pad 22
30' N and 50' E from SW Corner of Block F, Pad 22
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
20' N and 40' E from SW Corner of Block F, Pad 21
20' N and 20' E from SW Corner of Block F, Pad 23
50' N and 40' E from SW Corner of Block F, Pad 23
10' N and 30' E from SW Corner of Block F, Pad 24
30' N and 20' E from SW Corner of Block F, Pad 24
TESTED FOR:DATE: 07/05/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2597 07/05/14 FG 8 13.1 113.7 13.2 109 96 1-A
2598 07/05/14 FG-0.5 8 13.1 113.7 14.7 110 97 1-A
2599 07/05/14 FG 8 13.1 113.7 13.2 111 98 1-A
TEST LOCATION:Building Pad
2597
2598
2599
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.
TECHNICIAN: J. Ranjbaran
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-152B
Coppell, Texas
20' S and 20' W from NE Corner of Block F, Pad 26
40' S and 30' W from NE Corner of Block F, Pad 26
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
30' S and 20' W from NE Corner of Block F, Pad 25