ST9302-LR 990804A REPORT OF FIELD
ALPHA TESTING, lNC. OMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX 9721406 -8023
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD
PROJECT NO. ST 93 -02
COPPELL, TEXAS
TEST DATA:
DATE 8/4/99
OUR REPORT NO. 98881 -52
(EST
NO,
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
164
8/4/99
FG -6.0
7
21.5
99.6
25.5
95
95
1 -A
165
8/4/99
FG -5.0
6
12.5
1 1 1.2
14.6
108
97
1 -A
166
8/4/99
FG -4.0
6
12.5
1 1 1.2
14.5
110
99
1 -A
167
8/4/99
FG -3.0
7
21.5
99.6
23.7
95
96
1 -A
168
8/4/99
FG -2.0
6
12.5
111.2
14.9
108
97
1 -A
169
8/4/99
FIG
5
13.5
111.9
14.2
112
100
1 -A
TFST 1 r1CATInN-
��
164
1 30" WATER LINE AT STATION #57 +30
165
30" WATER LINE AT STATION #57 +20
166
30" WATER LINE AT STATION #57 +15
167
30" WATER LINE AT STATION #57 +05
168
30" WATER LINE AT STATION #57 +00
169
30" WATER LINE AT STATION #56 + 95
1. FILI
A.
IN PLACE PEHCENI 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
- 7 pectfully Sy�b I ed
C AL�HA TESTING, i
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