Stoneleigh P1-LR 980430A 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
04/30/98
OUR REPORT NO. 97060-144
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
OF
BUILDING
PAD
4
273
50'
N
AND
30'
W
OF
272
04/30
FG
4
12.8
116.3
16.0
115
99
1--A
273
04/30
FG
2
16.0
110.7
16.8
108
98
1 -A
274
04/30
FG
4
12.8
116.3
13.5
116
100
1 -A
275
04/30
FG
2
16.0
110.7
17.8
106
96
1 -A
276
04/30
FG
4
12.8
116.3
13.7
115
99
1 -A
TEST LOCATION: PaITT1,Tr-
272
25'
S
AND
25'
E
OF
SW
CORNER
OF
BUILDING
PAD
4
273
50'
N
AND
30'
W
OF
NW
CORNER
OF
BUILDING
PAD
5
274
55'
N
AND
75'
E
OF
NW
CORNER
OF
BUILDING
PAD
5
275
45'
N
AND
1'
E
OF
NE
CORNER
OF
BUILDING
PAD
5
276
30'
S
AND
35'
W
OF
SE
CORNER
OF
BUILDING
PAD
4
*LOCATION
PROVIDED
BY
CONTRACTOR
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
7
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS s ctfull bmitt
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST I INC.