Westhaven 2-LR140701TESTED FOR:DATE: 07/01/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2576 07/01/14 FG-2.5 7 15.1 110.1 14.9 106 97 1-A
2577 07/01/14 FG-2.0 7 15.1 110.1 15.4 108 98 1-A
2578 07/01/14 FG-2.0 7 15.1 110.1 17.4 105 96 1-A
2579 07/01/14 FG-1.5 7 15.1 110.1 14.2 108 98 1-A
2580 07/01/14 FG-1.5 7 15.1 110.1 16.2 106 97 1-A
2581 07/01/14 FG-1.5 7 15.1 110.1 14.9 108 98 1-A
2582 07/01/14 FG-1.5 8 13.1 113.7 14.1 110 97 1-A
TEST LOCATION:Building Pad
2576
2577
2578
2579
2580
2581
2582
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.
40' N and 20' W from the SE Corner of Block F, Pad 21
40' N and 20' W from the SE Corner of Block F, Pad 19
20' N and 30' W from the SE Corner of Block F, Pad 22
10' N and 30' W from the SE Corner of Block F, Pad 19
Irving, Texas
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
130127-151
DATE
30' N and 10' W from the SE Corner of Block F, Pad 18
IN PLACE
DRY DENSITY
PCF
Coppell, Texas
Westhaven Phase 1 & 2
Mass Grading
TECHNICIAN:
20' N and 40' W from the SE Corner of Block F, Pad 20
TEST
NO.
20' N and 40' W from the SE Corner of Block F, Pad 19
Jamshid Ranjbaran