Stoneleigh P1-LR 971124ALPHA TESTING, INC.
A 2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE 11/24/97
OUR REPORT NO. 97060
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PUKE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
LINE
AT
SG +1.4
2
16.0
110.7
16.1
112
101
1A
55 j
11 -24
56
11 -24
SG +1.4
2
16.0
110.7
16.5
111
100
lA
57
11 -24
SG +1.4
2
16.0
110.7
19.8
111
101
lA
TFCT I nr.ATIfIN• c-raTr rrrx nv _- un.TY.D T.T WT
55
4
SERVICE
LINE
AT
10'E. AND i0'S. FROM THE S.E.
CORNER OF BUILDING #2
56
4
SERVICE
LINE
AT
100' SOUTH - EAST FROM STATION
2 + 53.82 AT LINE "C
57
4"
SERVICE
LINE
AT
40' SOUTH -EAST FROM STATION 4
+ 96.14 AT LINE "C"
David
Stettn r
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 Sub tted
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED
D.
RETEST
PHA NG / fNC.
CGO1083 -18