Stoneleigh P1-LR 980212ALPHA 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
COPPZLL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE 02/12/98
OUR REPORT NO. 97060 -60
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PUKE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT
POND
152
FG -9.3
1
20.0
100.9
20.0
100
99
1 —A
151
02/12
152
02/12
FG -9.3
1
20.0
100.9
20.2
99
98
1 —A
153
02/12
PG-8.6
2
16.0
110.7
19.5
106
95
1--A
154
02/12
FG -8.6
1
20.0
100.9
21.7
100
99
1 —A
TCCT 1 nrIA- rink]. POND PHASE #2
151
30 1
N
AND
20'
E
OF
SW
CORNER
OF
POND
152
20'
N
AND
25'
W
OF
SE
CORNER
OF
POND
153
40'
S
AND
20'
E
OF
NW
CORNER
OF
POND
154
35'
S
AND
35'
W
OF
NE
CORNER
OF
POND
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WIT) REF ZGHERN
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS espec ly Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST LP STING, INC.
CGO1083 -18 E Z , JR .
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
TESTED FOR
FIRST WORTHING COMPANY
DALLAS, TEXAS
F-:3
PROJECT
TEST DATA:
STONELEIGHT AT RIVERCHASE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE
02/12/98
OUR REPORT NO. 970660-59
TEST LOCATION:
POND AT PHASE: 2
49
30'
N
AND
10'
W
OF
SE
CORNER
OF
POND
50
20'
S
AND
30'
E
OF
NW
CORNER
OF
POND
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ulkit?
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
CGO1083 -18