Stoneleigh P1-LR 971122ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT
TGCT nATA
STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 11/22/97
OUR REPORT NO. 97060 -23
PnNn BACXFILL AND BUILDING PAD
50
ELEV.
DEPTH
S OIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PUKE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT
TEST
NO.
DATE
AREA
51
35'
W
AND
110.7
16.4
111
101
1 -A
50
11/22
FG -0.7
2
16.0
51
11/22
FG
2
16.0
110.7
16.3
106
96
1 -A
52
11/22
FG -0.7
2
16.0
110.7
17.7
106
95
1 -A
53
11/22
FG
2
16.0
110.7
16.8
106
96
1 -A
54
11/22
SG +1.0
2
16.0
110.7
17.2
105
95
1 -A
PnNn BACXFILL AND BUILDING PAD
50
35'
W
AND
30'
S
OF
NE
CORNER
OF
POND
AREA
51
35'
W
AND
35'
S
OF
NE
CORNER
OF
POND
AREA
52
50'
W
AND
60'
S
OF
NE
CORNER
OF
POND
AREA
53
55'
W
AND
60'
S
OF
NE
CORNER
OF
POND
AREA
54
15'
S
AND
25'
E
OF
NW
CORNER
OF
BUILDING #18
1 FILL . A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 1
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPFCIFICATIONS 4AH ully 41N'
,3 LIME STABILIZED C. PERCENT IN PLACE M01'3TURC DOES NOT ''OMPLY WITH SPECIFICATIONS
4 CEMENT TREATED 1_J. RETEST S.
I/Al ST" R