PA9901-LR001220REPORT OF FIELD
111ALPHA COMPACTION TESTS
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 97212634937 (Metro)
FAX. 9721406.8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
DATE 12/20/00
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TGCT n&TA-
OUR REPORT NO. 00931 -11
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'
42
12120/00
FIG
2
19.5
101.5
21.6
99
97
1-A
43
12120/00
FIG
2
19.5
1 101.5
22.0
98
97
1 -A
44
12/20/00
FG
2
19.5
101.5
22.1
98
96
1-A
45
12120/00
FIG
2
19.5
101.5
21.9
99
97
1-A
46
12120/00
FG -3.0
1
18.5
107.5
20.9
105
98
1 -A
47
12/20/00
FG -3.0
1
18.5
107.5
21.4
106
99
1 -A
48
12/20/00
FG -3.0
1
18.5
1 107.5
21.2
106
99
1-A
ICOI
42
LVVI'LIIVI \.
REAR PARKING AREA - 30' EAST AND 30' SOUTH FROM THE NORTHWEST CORNER OF PARKING AREA
43
REAR PARKING AREA - 70' EAST AND 30' SOUTH FROM THE NORTHWEST CORNER OF PARKING AREA
44
REAR PARKING AREA - 150' SOUTH AND 30' EAST FROM THE NORTHWEST CORNER OF PARKING AREA
45
REAR PARKING AREA -150' SOUTH AND 20' EAST FROM THE NORTHWEST CORNER OF PARKING AREA
46
WATER LINE A AT STATION #0 +50
47
WATER LINE A AT STATION #2 +00
48
WATER LINE A AT STATION #3 +50
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY Inc rnooFl I
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
1. FILL
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
1 LIME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
/4A
4. CEMENT TREATED
D. RETEST
Geotechnical Engineering a Construction Materials Testing a Environmental Engineering a
111 ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620.8911 - 9721263 -4937 (Metro)
FAX. 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TFST DATA
DATE 12/20/00
OUR REPORT NO. 00931 -11A
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'
49
12/20/00
FG
3L
25.5
92.5
27.5
90
97
1 -A
50
12/20/00
FG
3L
25.5
92.5
27.9
90
98
1 -A
51
12/20/00
FG
3L
25.5
92.5
28.0
91
98
1 -A
52
12/20100
FG
3L
25.5
92.5
28.3
90
98
1 -A
53
12/20/00
FG
3L
25.5
92.5
28.7
91
98
1 -A
54
12/20/00
FG
3L
25.5
92.5
27.5
91
98
1 -A
55
12/20/00
FG
3L
25.5
92.5
28.1
91
98
1 -A
1C0TI PT
49
1 PAVING AT STATION #6 +50 ON WEST BOUND LANE OF NORTHEAST BOULEVARD
50
PAVING AT STATION #0 +50 ON EAST BOUND LANE OF NORTHEAST BOULEVARD
51
PAVING AT STATION #2 +00 ON EAST BOUND LANE OF NORTHEAST BOULEVARD
52
PAVING AT STATION #3 +50 ON EAST BOUND LANE OF NORTHEAST BOULEVARD
53
PAVING AT STATION #5 +00 ON EAST BOUND LANE OF NORTHEAST BOULEVARD
54
PAVING AT STATION #6 +50 ON EAST BOUND LANE OF NORTHEAST BOULEVARD
55
PAVING AT STATION #5 +75 ON EAST BOUND LANE OF NORTHEAST BOULEVARD
CC:
GLINT WOLFORD SCHRICKEL ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF (DPPFI I
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
1. FILL
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3, LIME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED
D. RETEST
Geotechnica/ Engineering AV Construction Materials Testing I Environmental Engineering
REPORT OF FIELD
11ALPHA COMPACTION TESTS
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263- 4937(Metro)
FAX: 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TFST nATA•
DATE 12/20/00
OUR REPORT NO. 00931 -11B
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'
56
12/20/00
FG
3L
25.5
92.5
27.9
90
97
1 -A
57
12/20/00
FG
3L
25.5
92.5
28.0
89
96
1 -A
58
12/20/00
FG
3L
25.5
92.5
28.1
90
97
1 -A
59
12/20100
FG
3L
25.5
92.5
27.5
91
99
1 -A
60
12/20/00
FG -3.0
1
18.5
107.5
20.7
106
99
1 -A
61
12/20/00
FG -1.6
1
18.5
107.5
21.0
105
98
1 -A
62
12/20/00
1 FG
1
18.5
107.5
22.3
105
98
1 -A
TGCT 1 IIL ATII'1AL
56
PAVING AT STATION #0 +50 ON WEST BOUND LANE OF NORTHEAST BOULEVARD
57
PAVING AT STATION #2 +00 ON WEST BOUND LANE OF NORTHEAST BOULEVARD
58
PAVING AT STATION #3 +50 ON WEST BOUND LANE OF NORTHEAST BOULEVARD
59
PAVING AT STATION #5 +00 ON WEST BOUND LANE OF NORTHEAST BOULEVARD
60
SANITARY SEWER LATTERAL LINE G -3 AT STATION #0 +50
61
SANITARY SEWER LATTERAL LINE G -3 AT STATION #0 +50
62
SANITARY SEWER LATTERAL LINE G -3 AT STATION #0 +50
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF COPPELL
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
L FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
0. CEMENTTREATEO D. RETEST
Geotechnical Engineering I Construction Materials Testing Ar Environmental Engineering