Westhaven Phase 2B-LR170126 (2)TESTED FOR:DATE: 01/26/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
157 01/26/17 FG-2.0 130758/1 21.6 102.7 23.7 99 96 1-A
158 01/26/17 FG-1.0 130758/1 21.6 102.7 24.0 100 97 1-A
159 01/26/17 FG-1.0 130758/1 21.6 102.7 23.5 98 96 1-A
160 01/26/17 FG-2.0 130758/1 21.6 102.7 23.2 100 98 1-A
161 01/26/17 FG-1.0 130758/1 21.6 102.7 24.1 99 96 1-A
162 01/26/17 FG-1.0 130758/1 21.6 102.7 23.6 99 96 1-A
TEST LOCATION:
157
158
159
160
161
162
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.
Storm Sewer Lateral R-4 at Station 1+10
Storm Sewer Lateral U-1 at Station 1+10
Storm Sewer Lateral R-5 at Station 1+10
Dallas, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Cullum Construction
162997-21
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER
COMPACTION TESTS
Storm Sewer Lateral Q-2 at Station 1+10
TEST
NO.
Storm Sewer Lateral R-4 at Station 1+10
J. Bura
Storm Sewer Lateral R-5 at Station 1+10
IN PLACE
DRY DENSITY
PCF