Stoneleigh P1-LR 980304ALPHA TESTING, INC.
A 2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
TESTED FOR FIRST NORTHING COMPANY
DALLAS, TEXAS
PROJECT STOiIELEIGH AT RIVERCHASE
COPPRLL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE 03/04/98
OUR REPORT NO. 97060 -78
TEST
NO.
DATE
ELEV.
DEPTrN
IL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PUKE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
202
03/04
FG
4
12.8
116.3
15.3
116
100
1 -A
203
03/04
FG
2
16.0
110.7
17.4
108
96
1 -A
204
03/04
FG
2
16.0
110.7
17.6
110
99
1 -A
205
03/04
FG
2
16.0
110.7
16.5
107
97
1 -A,
206
03/04
FG
4
12.8
116.3
15.8
115
99
1 -A '
207
1 03/04
FG
4
12.8
116.3
15.7
113
98
1 -A
208
03/04
FG
4
12.8
1116.3
1 15.4
1 116
100
1 -A
TEST LOCATION:
202
100 FEET EAST AND 30 FEET NORTH FROM THE SOUTH —EAST CORNER OF BUILDING 019
203
50 FEET SOUTH AND 40 FEET EAST FROK THE SOUTH -NEST CORNER OF BUILDING 019
204
60 FEET SOUTH AND 30 FEET EAST FROM THE SOUTH -NEST CORNER OF BUILDING 020
205
80 FEET EAST AND 20 FEET SOUTH FROM THE SOUTH -NEST CORNER OF BUILDING 026
206
60 FEET EAST AND 40 FEET SOUTH FROIII THE NORTH -EAST CORNER OF BUILDING 1121
207
50 FEET EAST AND 50 FEET SOUTH FROM THE NORTH -EAST CORNER OF BUILDING 022
208
60 FEET NEST AND 10 FEET SOUTH FROM THE NORTH -BAST CORNER OF BUILDING #25
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Resp Ily S d
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST IiAT IN INC.
CGO1083 -18
TESTED FOR
PROJECT
TEST DATA:
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
REPORT OF FIELD
COMPACTION TESTS
(972) 620.6911
FIRST yIOEXHING COMPANY
DALLAS, TEXAS
DATE
03/04/98
STOW,LSIGH AT RM111CHASK
COPPNLL, TSXA8.
OUR REPORT NO.
97060 -78A
KUM
TEST LOCATION: PAVING AT THE MAIN EHTRAME
209 55 FEET VZST A® 20 FEET NO= vWK THI SOUTH COMM OF BUILDING #24
t FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
i NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPH INC.
TEST LOCATION: PAVING AT THE MAIN EHTRAME
209 55 FEET VZST A® 20 FEET NO= vWK THI SOUTH COMM OF BUILDING #24
t FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
i NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPH INC.