Stoneleigh P1-LR 971120ALPHA TESTING, INC.
A(972 2209 Wisconsin St., Suite 100
) Dallas, Texas 75229
620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 11/20/97
DALLAS TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -21
COPPELL, TEXAS
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'
LINE "S":
160' W OF 4' DIAMETER MANHOLE @ STATION 3 +56.58
49
6" SANITARY SEWER
LINE "B";
35' W OF 4' DIAMETER MANHOLE @ STATION 3 +56.58
46
11/20
FG
2
16.0
110.7
18.6
106
96
1 —A
47
11/20
FG -3.0
2
16.0
110.7
16.5
111
101
1 —A
48
11/20
FG
2
16.0
110.7
17.6
108
98
1 —A
49
11/20
FG
2
16.0
110.7
16.8
109
99
1--A
TEST LOCATION:
46
POND BACKFILL: 20'
W AND 25'
S OF NE CORNER OF POND AREA
47
POND BACKFILL: 50'
W AND 30'
N OF SE CORNER OF POND AREA
48
6" SANITARY SEWER
LINE "S":
160' W OF 4' DIAMETER MANHOLE @ STATION 3 +56.58
49
6" SANITARY SEWER
LINE "B";
35' W OF 4' DIAMETER MANHOLE @ STATION 3 +56.58
1 FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS S / 11 mitte
3 LIME STABILIZED C. PERCENT IN PI_ACF_ MOISTURE NOT (7OMPi_Y WITH SPECIFICATIONS
I CEMENTTREATFI t) RETFST IN I C.
.1 01n Iri
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
TFRT DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
11/20/97
OUR REPORT NO. 97060
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'
6" SEWER LINE,
10' S
AND 10'
E
OF
SE CORNER
OF
BUILDING 18
44
30' W
AND 45'
+
43
11/20
SG +1.4
2
16.0
110.7
16.9
114
103
1 -A
44
11/20
SG +0,7
1
20.0
100.9
23.4
100
99
1 -A
5
11 20
SG +0,7
1
20.0
100.9
22.3
103
102
1-A
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`
6" SEWER LINE,
50' N
AND 10'
E
OF
SE CORNER
OF
BUILDING 18
43
6" SEWER LINE,
10' S
AND 10'
E
OF
SE CORNER
OF
BUILDING 18
44
POND BACKFILL,
30' W
AND 45'
N
OF
SE CORNER
OF
POND AREA
BACKFILL
W
AN
S
OF
CORNER
O F
POND AREA
t. FILL
2. NATURAL SUBGRADE
3 LIME STA aU IZFD
4 ; _lvIF -NT �RFATI
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETF.y r ALPHA TESTING. IN(:.