Westhaven 2-LR140516TESTED FOR:A5:J33A5:J40B27A5:F23A5:J39A5:J37 DATE: 05/16/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2565 05/16/14 FG-2.0 1 11.9 117.9 11.8 101 86 1-B
TEST LOCATION:Backfill Retaining Wall
2565
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.
Coppell, Texas
TECHNICIAN:
TEST
NO.
North of building pad at Block G; Lot 36 behind retaining wall
R. Martinez
DATE
IN PLACE
DRY DENSITY
PCF
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
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
SOIL ID
NUMBER
130127-136Westhaven Phase 1 & 2 - Mass Grading