Stoneleigh P1-LR 971119A ALPHA TESTING, INC.
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 11/19/97
OUR REPORT NO. 97 -19
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`
RETEST
OF
TEST
#34
FROM
REPORT
DATED
11 -19 -97
39
RETEST
37
11/19
FG -3
2
16.0
110.7
16.2
109
99
1--AD
38
11/19
FG -3
1
20.0
100.9
23.2
102
101
1 —AD
39
11/19
FG -1
2
16.0
110.7
17.6
111
100
1--AD
40
11/19
FG
2
16.0
110.7
18.7
110
100
1 —AD
41
11/19
FG -1
2
16.0
110.7
19.8
108
98
1 —A
TEST LOCATION: POND BACKFILL AND UTILITY LINES
37
RETEST
OF
TEST
#33
FROM
REPORT
DATED
11 -19 -97
38
RETEST
OF
TEST
#34
FROM
REPORT
DATED
11 -19 -97
39
RETEST
OF
TEST
#35
FROM
REPORT
DATED
11 -19 -97
40
RETEST
OF
TEST
#36
FROM
REPORT
DATED
11 -19 -97
j41
SANITARY SEWER
4"
SERVICE 50' E
OF #1 +80 (MANHOLE)
FILL A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT C Wi fH SPECIFICATIONS e ectfully S mitted
LIME �;,TABILIZED C. PERCENT IN PLACE MOISTI_!RF 1)C�F� N<)T('-)MPL'Y VILT _u t.i I(Afir��15
C:FMEN I TPF_ATED D RETEST T y - G, I T
ALPHA TESTING, INC.
A 2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
FIRST WORTHING COMPANY
TESTED FOR DALLAS TEXAS
PROJECT STONELEIGHT AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
11/19/97
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*
AREA
32
POND
BACKFILL
100'
S AND
50'
W OF
BUILDING
3.19
31
11/19
FG -4.0
2
16.0
110.7
18.4
108
97
1 -A
32
11/19
FG -4.0
2
16.0
110.7
17.4
108
98
1 -A
33
11/19
FG -3.0
2
16.0
110.7
14.6
103
93
1 -BC
34
11/19
FG -3.0
2
16.0
110.7
14.0
106
96
1 -C
35
11/19
FG -1.0
2
16.0
110.7
16.6
91
82
1 -B
36
11/19
FG
2
16.0
110.7
19.5
101
91
1 -B
TEST LOCATION:
31
POND
BACKFILL
50'
S AND
50'
W OF
BUILDING
3.19
(PAVING
AREA
32
POND
BACKFILL
100'
S AND
50'
W OF
BUILDING
3.19
(PAVING
AREA)
33
POND
BACKFILL,
50'
S AND
25'
W OF
BUILDING
3.19
(PAVING
AREA)
34
POND
BACKFILL,
100'
S AND
25'
W OF
BUILDING
3.19
(PAVING
AREA)
-.15
:>AINITARY SEWER,
4"
SERVICE 50'
WEST
OE' STATION ##1480
(MANHOLE)
36
SANTIARY SEWER,
6" SFRV
-JCF
N OF
BLDG
1.23, 40'
W OF
INTERSECTION OF 6" SERVICE
i
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADF B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ect Ily mitten
3 ! IMF STABILIZED C PERCENT IN PLACE MnISl LIRF DnFS NO r COMPLY WITH SPECIFICATIONS
C f;EN ";LNT f H FAi () iiFTFSI (i` P�'INCe
M