Vista Properties-LR 960813A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CENTEX HOMES DATE: 8/13/96
(F /K/A VISTA PARTNERS)
DALLAS, TEXAS
PROJECT: SANITARY SEWER AND WATER OUR REPORT NO
IMPROVEMENTS
COPPELL, TEXAS
TEST DATA:
96562 -4
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'
17
08/13/96
FQ - 13.0
1
20.5
99.5
22.6
98
98
1 -A
18
08/13/96
FG - 12.0
1
20.5
99.5
21.7
97
97
1 -A
19
08/13/96
FG - 11.0
1
20.5
99.5
22.8
96
97
1 -A
20
08/13/96
FG - 10.0
1
20.5
99.5
21.9
97
97
1 -A
21
08/13/96
FG - 9.0
1
20.5
99.5
21.5
97
98
1 -A
22
08/13/96
FG - 8.0
1
20.5
99.5
22.1
97
97
1 -A
23
08/13/96
FG - 7.0
1
20.5
99.5
21.7
96
97
1 -A
TEST LOCATION:
17
18" SANITARY SEWER LINE "B" STA:
3 + 00
18
18" SANITARY SEWER LINE "B" STA:
2+75
19
18" SANITARY SEWER LINE "B" STA:
2+00
20
18" SANITARY SEWER LINE "B" STA:
1+75
21
18" SANITARY SEWER LINE "B" STA:
1+50
22
18" SANITARY SEWER LINE "B" STA:
2+50
23
18" SANITARY SEWER LINE "B" STA:
1+ 10
1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS Respectf miffed,
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS LPHA TESTING,
4. CEMENT TREATED D. RETEST I ) S r._ R
COA7083 -1e I C
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: CENTEX HOMES
(F /K/A VISTA PARTNERS)
DALLAS, TEXAS
PROJECT: SANITARY SEWER AND WATER
IMPROVEMENTS
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 8/13/96
OUR REPORT NO. 96562 -4 -A
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'
24
08/13/96
FG - 6.0
1
20.5
99.5
22.6
96
96
1 -A
25
08/13/96
FG - 5.0
1
20.5
99.5
21.8
95
96
1 -A
26
08/13/96
FG - 4.0
1
20.5
99.5
21.7
97
98
1 -A
27
08/13/96
FG - 3.0
1
20.5
99.5
22.1
97
97
1 -A
28
08/13/96
FG - 2.0
1
20.5
99.5
22.0
96
97
1 -A
29
08/13/96
FG - 1.0
1
20.5
99.5
21.7
97
98
1 -A
30 j
08/13/96
FG 1
1
20.5
99.5
21.9
96
97
1 -A
TEST LOCATION
24
18" SANITARY SEWER LINE "B" STA:
0 + 20
25
18" SANITARY SEWER LINE "B" STA:
0+75
26
18" SANITARY SEWER LINE "B" STA:
1+00
27
18" SANITARY SEWER LINE "B" STA:
1+75
28
18" SANITARY SEWER LINE "B" STA:
2+00
29
18" SANITARY SEWER LINE "B" STA:
2+75
30
18" SANITARY SEWER LINE "B" STA:
3+00
1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
coo, oa3 -, e
Respectf ubmitted,
(; PHA TESTING, IN ,
ETVNER
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: 8/13/96
(F /K/A VISTA PARTNERS)
DALLAS, TEXAS
PROJECT: SANITARY SEWER AND WATER OUR REPORT NO.
IMPROVEMENTS
COPPELL, TEXAS
TEST DATA:
96562 -4 -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'
8" WATER LINE, LINE "A" STA:
08/13/96
FG - 2.0
9
20.5
99.5
22.1
96
96
1 -A
32
08/13/96
FG
9
20.5
99.5
21.6
97
97
1 -A
33
08/13/96
FG - 2.0
9
20.5
99.5
21.9
96
97
1 -A
34
08/13/96
FG - 1.0
9
20.5
99.5
21.3
97
98
1 -A
35
08/13/96
FG - 1.0
9
20.5
99.5
22.5
96
96
1 -A
36
08/13/96
FG
9
20.5
99.5
22.0
95
96
1 -A
TEST LOCATION:
31
8" WATER LINE, LINE "A" STA:
13 + 50
32
8" WATER LINE, LINE "A" STA:
13+35
33
8" WATER LINE, LINE "A" STA:
11+25
34
8" WATER LINE, LINE "A" STA:
11+50
35
8" WATER LINE, LINE "A" STA:
9+50
36
8" WATER LINE, LINE "A" STA:
9+30
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4, CEMENT TREATED
CGO1083 -19
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respectfully S
ALP ESTING, INC.
AVID TNER