Stoneleigh P1-LR 980423A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972 )620 -8911
FIRST WORTHING COMPANY
TESTED FOR DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
04/23/98
OUR REPORT NO. 97060 -133
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'
AND
2 1
N
271
BUILDING
14,
FROM
NW
CORNER
OF
270
04/23
FG
1
12.8
116.3
13.6
114
98
1 -A
271
04/23
FG
1
1 12.8
116.3
12.8
120
103
1 -A
TEST LOCATION: PAVING
270
BUILDING
14
FROM
SW
CORNER
OF
BUILDING
30 1
W
AND
2 1
N
271
BUILDING
14,
FROM
NW
CORNER
OF
BUILDING
15'
S
AND
2'
W
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPHA TESTING, INC.
ALPHA TESTING, INC.
A 2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
FIRST WORTHING COMPANY
TESTED FOR DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
04/23/98
OUR REPORT NO. 97060-132
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
MAXIMUM LAB
DRY DENSITY
IN PLACE
MOISTURE
IN PLACE
DRY DENSITY
PERCENT
COMPACTION
COMMENT`
266
04/23
SG /FG
2
16.0
110.7
16.0
106
96
2 -A
267
04/23
SG /FG
2
16.0
110.7
16.0
108
98
2 -A
268
04/23
SG /FG
1
12.8
116.3
14.1
120
102
2 -A
269
04/23
SG /FG
1
12.8
116.3
13.6
114
98
2 -A
5,
PARKING AREA
TEST LOCATION:
266
20'
S
AND
50'
E
OF
SW
CORNER
OF
PAD
23,
PARKING AREA
267
30'
S
AND
50'
W
OF
SE
CORNER
OF
PAD
23,
PARKING AREA
268
20'
S
AND
30'
E
OF
SE
CORNER
OF
PAD
4,
PARKING AREA
269
20'
N
AND
20'
W
OF
NW
CORNER
OF
PAD
5,
PARKING AREA
/ 4 znl
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS I
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS s uII�Y bm/C.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST H ING,
CGO1083 -18