PA9901-LR010501REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9727620 -6911- 9721263 -4937 (Metro)
FAX, 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TEST DATA:
DATE 05/01/01
OUR REPORT NO. 00931 -103
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAMMUM LAB
DRY DENSITY
PCIF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
90
05/01/01
FG
6
8.0
134
10.0
133
99
1 -AD
91
05/01/01
FG
6
8.0
134
9.2
134
100
1 -AD
92
05/01/01
FG
6
8.0
134
9.1
136
101
1 -AD
93
05/01/01
FG
6
8.0
134
10.0
132
99
1 -AD
94
05/01/01
FG
6
8.0
134
10.0
133
99
1 -AD
95
05/01/01
FG
6
8.0
134
9.8
130
97
1 -AD
TEST LOCATION:
90
RETEST OF TEST #84 PERFORMED ON 4/30/01
91
RETEST OF TEST #85 PERFORMED ON 4/30/01
92
RETEST OF TEST #86 PERFORMED ON 4/30/01
93
RETEST OF TEST #87 PERFORMED ON 4/30/01
94
RETEST OF TEST #88 PERFORMED ON 4/30/01
95
RETEST OF TEST #89 PERFORMED ON 4/30/01
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF COP
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
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
4. CEMENT TREATED D. RETEST
Our test results & reports are for the exclusive use of me Client land their designated recipients on file in our office) and shall not he reproduced and/or distributed i
of our name & test results must receive Our written approval. Test results & repor , apply only to the samples tested anNOr observed, and are not ind of the
express appr�j4al ol ALPHA. The use
apperentlyy ( entical or similar specimens.
Geotechnical Engineering R Construction Materials Testing Po Environmental Engineering /b Consulting