Vista Properties-LR 960820A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: CENTEX HOMES DATE: 8/20/96
(F /K/A VISTA PARTNERS)
DALLAS, TEXAS
PROJECT: SANITARY SEWER & WATER OUR REPORT NO.
IMPROVEMENTS
COPPELL, TEXAS
TEST DATA:
96562 -9
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MO IS , �TURE
MAXIMUM LAB
DRY P DENSITY
IN PLACE
MOISTURE
IN PLACE
DRY DENSITY COMPACTION
PERCENT
COMMENT`
72
08/20/96
FG - 6.0
2
9.8
108.0
10.2
107
99
1 -A
73
08/20/96
FG - 5.0
2
9.8
108.0
10.9
105
97
1 -A
74
08/20/96
FG - 4.0
2
9.8
108.0
11.1
105
97
1 -A
75
08/20/96
FG - 3.0
2
9.8
108.0
10.5
105
97
1 -A
76
08/20/96
FG - 2.0
2
9.8
108.0
10.8
105
97
1 -A
77
08/20/96
FG - 1.0
2
9.8
108.0
11.1
104
97
1 -A
78
08/20/96
FG
2
9.8
108.0
1 10.6
105
97
1 -A
TEST LOCATION:
72
12" SANITARY SEWER LINE "D" STA:
4 + 50
73
12" SANITARY SEWER LINE "D" STA:
4+25
74
12" SANITARY SEWER LINE "D" STA:
4+00
75
12" SANITARY SEWER LINE "D" STA:
3+75
76
12" SANITARY SEWER LINE "D" STA:
3+50
77
12" SANITARY SEWER LINE "D" STA:
3+00
F 1 12"
SANITARY SEWER LINE "D" STA:
2+75
1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS Res ully Submitted,
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS "
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS AL HA TESTING,"
4. CEMENT TREATED D. RETEST
,_DAVID T) ST�ER
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: CENTEX HOMES DATE: 8/20/96
(F /K/A VISTA PARTNERS)
DALLAS, TEXAS
PROJECT: SANITARY SEWER & WATER OUR REPORT NO.
IMPROVEMENTS
COPPELL, TEXAS
TEST DATA:
96562 -9 -A
TEST
NO.
DATE
I
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOIS
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE SURE
IN PLACE
DRY DENSITY
PERCENT
COMPACTION
COMMENT'
79
08/20/96
FG - 4.0
1
20.5
99.5
21.9
95
96
1 -A
80
08/20/96
FG - 3.0
1
20.5
99.5
22.6
96
96
1 -A
81
08/20/96
FG - 2.0
1
20.5
99.5
21.9
96
96
1 -A
82
08/20/96
FG - 1.0
1
20.5
99.5
21.5
96
97
1 -A
83
08/20/96
FG
1
20.5
99.5
20.9
98
98
1 -A
84
08/20/96
FG - 4.0
1
20.5
99.5
21.7
96
96
1 -A
85
08/20/96
FG - 3.0
1
20.5
99.5
22.0
96
97
1 -A
TEST LOCATION: -
79
12" SANITARY SEWER LINE "B" STA:
2 + 50
80
12" SANITARY SEWER LINE "B" STA:
1+85
81
12" SANITARY SEWER LINE "B" STA:
1+40
82
12" SANITARY SEWER LINE "B" STA:
0+75
83
12" SANITARY SEWER LINE "B" STA:
0+25
84
12" SANITARY SEWER LINE "B" STA:
4+00
85
12" SANITARY SEWER LINE "B" STA:
3+75
1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS Respectfully Submitted,
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ALP TESTING, I j
4. CEMENT TREATED D. RETEST l DAVI ) S rrT E
COM 083- 13
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: CENTEX HOMES DATE: 8/20/96
(F /K/A VISTA PARTNERS)
DALLAS, TEXAS
PROJECT: SANITARY SEWER & WATER OUR REPORT NO.
IMPROVEMENTS
COPPELL, TEXAS
TEST DATA.
96562 -9 -B
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'
86
08/20/96
FG - 2.0
1
20.5
99.5
21.6
98
98
1 -A
87
08/20/96
FG - 1.0
1
20.5
99.5
22.0
97
97
1 -A
88
08/20/96
FG
1
20.5
99.5
21.3
97
97
1 -A
TEST LOCATION: 2
86
12" SANITARY SEWER LINE "B" STA:
3 + 50
87
12" SANITARY SEWER LINE "B" STA:
3 + 75
88
12" SANITARY SEWER LINE "B" STA:
2 + 90
1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS Respeg3f1111y Submitted,
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS A PHA TES G, INC. '
4. CEMENT TREATED D. RETEST DAVID TE
0001093 -1e