Westhaven 2-LR140821TESTED FOR:DATE: 08/21/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2646 08/21/14 SG 7 15.1 110.1 15.9 106 97 2-A
2647 08/21/14 SG 7 15.1 110.1 17.0 107 98 2-A
2648 08/21/14 SG 7 15.1 110.1 15.5 108 98 2-A
2649 08/21/14 FG-3.0 7 15.1 110.1 15.4 106 96 1-A
2650 08/21/14 FG-3.0 7 15.1 110.1 17.1 107 97 1-A
2651 08/21/14 FG-3.0 7 15.1 110.1 17.2 108 98 1-A
2652 08/21/14 FG-2.5 7 15.1 110.1 15.3 107 97 1-A
TEST LOCATION:Building Pad
2646
2647
2648
2649
2650
2651
2652
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.
TEST
NO.
30' N and 30' W from the SE Corner of Block D, Pad 1
J. Ranjbaran
50' N and 30' W from the SE Corner of Block D, Pad 1
IN PLACE
DRY DENSITY
PCF
DATE
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
SOIL ID
NUMBER
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
130127-167
COMPACTION TESTS
Irving, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
TECHNICIAN:
40' N and 30' W from the SE Corner of Block D, Pad 1
20' N and 40' W from the SE Corner of Block D, Pad 2
40' N and 20' W from the SE Corner of Block D, Pad 3
30' N and 20' W from the SE Corner of Block D, Pad 2
20' N and 40' W from the SE Corner of Block D, Pad 3
TESTED FOR:DATE: 08/21/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2653 08/21/14 FG-2.5 7 15.1 110.1 16.4 108 98 1-A
2654 08/21/14 FG-2.5 7 15.1 110.1 16.2 106 97 1-A
TEST LOCATION:
2653
2654
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 130127-167A
Coppell, Texas
40' S and 20' W from the NE Corner of Block D, Pad 3
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' S and 40' W from the NE Corner of Block D, Pad 2