Westhaven 2-LR140628TESTED FOR:DATE: 06/28/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2566 06/28/14 SG 7 15.1 110.1 17.7 106 96 2-A
2567 06/28/14 SG 7 15.1 110.1 19.3 107 97 2-A
2568 06/28/14 SG 7 15.1 110.1 19.2 108 98 2-A
2569 06/28/14 SG 7 15.1 110.1 20.0 106 97 2-A
2570 06/28/14 SG 7 15.1 110.1 20.1 108 98 2-A
2571 06/28/14 SG 7 15.1 110.1 19.2 106 96 2-A
2572 06/28/14 SG 7 15.1 110.1 17.3 106 97 2-A
TEST LOCATION:
2566
2567
2568
2569
2570
2571
2572
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.
30' N and 10' E from SE Corner of Block F, Lot 24
40' N and 30' E from SE Corner of Block F, Lot 19
20' N and 50' E from SE Corner of Block F, Lot 20
20' N and 30' E from SE Corner of Block F, Lot 22
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
130127-149
Irving, Texas
DATE
50' N and 20' E from SE Corner of Block F, Lot 21
IN PLACE
DRY DENSITY
PCF
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
40' N and 40' E from SE Corner of Block F, Lot 23
TEST
NO.
30' N and 20' E from SE Corner of Block F, Lot 18
J. Ranjbaran
TESTED FOR:DATE: 06/28/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2573 06/28/14 SG 7 15.1 110.1 18.6 106 97 2-A
2574 06/28/14 SG 7 15.1 110.1 17.8 105 96 2-A
2575 06/28/14 SG 7 15.1 110.1 19.7 108 98 2-A
TEST LOCATION:
2573
2574
2575
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 130127-149A
Coppell, Texas
40' W and 20' S from NE Corner of Block F, Lot 26
30' W and 10' S from NE Corner of Block F, Lot 27
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' W and 30' S from NE Corner of Block F, Lot 25