Stoneleigh P1-LR 980401ALPHA 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
04/01/98
OUR REPORT NO. 97060-106
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"
2
253
50'
2
16.0
110.7
19.7
108
97
1 -A
252
04/01
FG
253
04/01
FG
4
12.8
116.3
14.9
116
100
1 -A
254
04/01
FG
3
15.9
112.0
18.1
111
99
1 -A
255
04/01
FG
4
12.8
116.3
15.2
113
97
1 -A
256
04/01
FG
4
12.8
116.3
16.1
114
98
1 -A
257
04/01
FG
4
12.8
116.3
15.7
113
97
1 -A
258
04/01
FG
4
12.8
116.3
15.2
116
100
1 -A
�nnTir�wi.
' -- - --
252
-- -
50'
r1-1V 11417
E AND
5'
S
OF
SE
CORNER
OF
BUILDING
2
253
50'
E
AND
75'
S
OF
NE
CORNER
OF
BUILDING
2
254
25'
N
AND
40'
E
OF
NE
CORNER
OF
BUILDING
2
255
40'
S
AND
40'
W
OF
SE
CORNER
OF
BUILDING
3
256
40'
S
AND
40'
E
OF
SW
CORNER
OF
BUILDING
3
257
20'
N
AND
25'
E
OF
NE
CORNER
OF
BUIDLING
1
258
85'
W
AND
20'
N
OF
SW
CORNER
OF
BUILDING
3
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 u ly bmitt
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED
D.
RETEST
H ING, I
CGO1083 -18
ALPHA TESTING, INC.
A 2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
FIRST WORTHING COMPANY 04/01/98
TESTED FOR DALLAS, TEXAS DATE
PROJECT STONELEIGH AT RIVERCHASE OURREPORTNO. 97060 -106A
COPPELL, TEXAS
Tr-QT f1ATA-
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DAY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
12.8
116.3
16.7
112
96
1 -A
259
04/01
FG
4
260
04/01
FG
2
16.0
110.7
16.7
107
96
1 -A
261
04/01
FG
4
12.8
116.3
16.2
112
97
1 -A
El
1 CJ I L
259
- I I-. I 1'(1 n 1 1 V I'l1V LI'11V LL
40' N AND 50' E OF NE CORNER OF BUILDING 19
260
40' N AND 20' W OF NE CORNER OF BUILDING 19
261
40' N AND 70' E OF NW CORNER OF BUILDING 19
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CGO 1083 -18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS tfully mitt
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
T G,I
D. RETEST A
wc.
ilia I 07i 8t. 8u40 100
(214) 620.8011
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TFzT DATA:
no
Serial No:) g o
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Moisture Standord: s -
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TFzT DATA:
no
Serial No:) g o
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Moisture Standord: s -
TGOT
6.
7 / To
o
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PID •�
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TEST LOCATION:
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wile 100
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(214) 620$91 t
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r«e q ?
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TOM LACATIM: r
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Serial No: '� J:)
Density Suakrd: 37
Moisture Sundard
1. PILL A. Ti!m • •. --7-- M M IAIM M�NMMr ell/IgMIN.
2. NmnmAL ou§WL 0e A 0 � OQIiLII w11M ALMA TpTM10. M!C
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