Alexander Ct-LR080509
ALPHA ~TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
DATE: 05/09/08
TESTED FOR:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-52
TEST DATA:
TEST ~. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
r
194 05/09/08 FG 3 13.0 115.4 12.1 111 96 1-A
195 05/09/08 FG-1.0 3 13.0 115.4 11.8 105 91 1-BC
196 05/09/08 FG 3 13.0 115.4 12.7 104 90 1-B
197 05/09/08 FG 3 13.0 115.4 12.3 113 98 1-A
198 05/09/08 FG 3 13.0 115.4 10.1 104 90 1-BC
~
198 FUTURE SCREEN WALL AT STATION 1+00
TEST LOCATION:
194 FUTURE SCREEN WALL AT STATION 4+90
195 FUTURE SCREEN WALL AT STATION 3+00
196 FUTURE SCREEN WALL AT STATION 3+05
197 FUTURE SCREEN WALL AT STATION 2+40
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respectfully Submitted,
-/~
Tom Ellis
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.