Westhaven 2-130429TESTED FOR:DATE: 04/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1937 04/29/13 FG-12.0 5 14.4 111.9 19.0 106 94 1-B
1938 04/29/13 FG-11.0 5 14.4 111.9 19.2 104 93 1-B
1939 04/29/13 FG-10.0 5 14.4 111.9 19.5 104 93 1-B
1940 04/29/13 FG-9.0 5 14.4 111.9 19.9 105 94 1-B
1941 04/29/13 FG-12.0 5 14.4 111.9 18.2 104 93 1-B
1942 04/29/13 FG-11.0 5 14.4 111.9 18.3 105 94 1-B
1943 04/29/13 FG-10.0 5 14.4 111.9 18.7 106 94 1-B
TEST LOCATION:
1937
1938
1939
1940
1941
1942
1943
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.
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
Sanitary Sewer Line A at Station 8+55
Sanitary Sewer Line A at Station 8+60
Sanitary Sewer Line A at Station 6+05
Sanitary Sewer Line A at Station 6+08
Sanitary Sewer Line A at Station 8+50
DATETEST
NO.
Sanitary Sewer Line A at Station 6+10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 6+00
Don Hinton
130127-89
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: