Stoneleigh P1-LR 980305A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST NORTHING COMPANY
DALLAS, TEXAS
PROJECT STONELBIGH AT RIVERCHASE
COPPNLL, TEXAS
TEST DATA:
DATE 03/05/98
97060 -79
OUR REPORT NO.
TEST
ES
DATE
ELEV•
SOIL ID
NU fi
OPTIMUM
MOISTURE
MAXIMUM LAB
DRY DE RY
IN PLACE
MOI %RE
IN PLACE
DRY DENSITY
PER
PATpN
COMMENT`
220
03/05
1xi ..
4
12.8
116.3
14.4
113
97
1 -A
211
03/05
FG
1
20.0
100.9
20.5
98
97
1 -A
212
03/05
FG
1
20.0
100.9
21.2
98
97
1 -A
213
03/05
FG
3
15.9
112.0
17.5
111
99
1 -A
214
03/05
FG
4
12.8
116.3
14.0
116
100 -
1 -A
215
03/05
FG
4
12.8
116.3
13.6
115
99
1 -A
216
03/05
FG
3
15.9
112.0
17.4
109
1 97
1 1-A
TFST LOCATION:
210
30 FEET NEST AND 10 FEET NORTH F" THE SOUTH -NEST CORNER OF BUILDING #26
211
20 FEET SOUTH AND 15 FEET EAST FROM THE SOUTH -EAST CORNER OF BUILDING 1124
212
40 FEET SOUTH AND 20 FEET EAST FROM THE SOUTH -NEST COMER OF BUILDING #22
213
40 FEET NEST AND 20 FEET SOUTH FROM THE NORTH -NEST CORNER OF BUILDING N17
214
50 FEET NEST AND 50 FEET SOUTH FROM THE NORTH -NEST CORNER OF BUILDING 1118
215
60 FEET NORTH AND 40 FEET EAST FROM THE NORTH -NEST CORNER OF BUILDING 49
216
50 FEET EAST AND 30 FEET SOUTH nW THE NORTH -EAST CORNER OF BUIDLING 43
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CGO1083 -18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully S ad
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST PHA INC.
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
TESTED FOR FIRST WORTHING COMPANY
D LLILS TEXAS
PROJECT
TEST DATA:
STON=IGH AT RIVERICHASE
COPP9LL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 03/05/98
OUR REPORT NO.
97060 -79A
TEST
NO.
DATE
ELEV.
A)
OPiMAUM
M019WRE
MAXIMUM LAB
Dar oovNKN
IN PLACE
MOISTURE
IN PLACE
DRY DEWrry
PERCENT
COMPACTION
COMMENT
217
03/05
FG
1
20.0
100.9
20.3
101
100
1 -A
216
03/05
FG
2
16.0
110.7
19.1
106
96
1 -A
219
03/05
FG
4,
12.8
116.3
14.5
112
96
1 -A
220
03/05
FG
4
12.8
116.3
16.3
113
97
1 -A
TEST LOCATION: PAVING
217
20 FEET EAST AND 50 FEET NORTH FROM THE SOUTH -EAST CORNER OF BUILDING #2
218
30 FEET EAST AND 40 FEET NORTH FROM THE SOUTH -EAST CORNER OF BUILDING #15
219
40 FEET WEST AND 15 FEET SOUTH FROM THE NORTH -NEST CORNER OF BUILDING #5
220
60 FEET NORTH AND 20 FEET WEST FROM THE SOUTH -WEST CORNER OF BUILDING #14
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R cffully Su ' ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPHA INC.