ST9302-LR 990305A REPORT OF FIELD
ALPHA TESTING, INS.. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620-8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
DATE 3/5/99
PROJECT SANDY LAKE ROAD
PROJECT NO. ST 93 -02
COPPELL, TEXAS
TFST DATA-
OUR REPORT NO. 98881 -17
TEST
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*
41
3/5/99
FG -4.0
2
15.2
112
14.6
108
97
1 -A
42
3/5/99
FG -3.0
2
15.2
112
14.6
110
98
1 -A
43
3/5/99
FG -2.0
2
15.2
112
16.0
110
98
1 -A
44
3/5/99
FG
1
12.5
117
14.3
115
98
1 -A
45
3/5/99
FG -3.0
3
10.5
113.1
13.0
110
97
1 -A
TLCT I ni ATIl1NI. 1 ITII ITICC
41
30" RCP STORM DRAIN NORTH SIDE OF ROAD AT STATION #6 +25
30
42
30" RCP STORM DRAIN NORTH SIDE OF ROAD AT STATION #6 +30
43
30" RCP STORM DRAIN NORTH SIDE OF ROAD AT STATION #6 +35
44
30" RCP STORM DRAIN NORTH SIDE OF ROAD AT STATION #6 +60
45
30" RCP STORM DRAIN NORTH SIDE OF ROAD AT STATION #6 +50
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
Geotechnical Engineering ■ Construction Materials Testing ■ Environmental Engineering ■ Consu"