PA9901-LR001208e�\
REPORT OF FIELD
COMPACTION TESTS
ALPHA 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
TEST DATA:
DATE 12/08/00
OUR REPORT NO. 00931 -10
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'
28
12/08100
FG-4.8
1
18.5
107.5
21.3
107
100
1 -A
29
12/08/00
FG-4.8
1
18.5
107.5
22.0
107
99
1 -A
30
12/08/00
FG-4.8
1
18.5
107.5
21.9
106
98
1 -A
31
12/08/00
FG -3.2
1
18.5
107.5
21.5
107
100
1 -A
32
12/08/00
FG -3.2
1
18.5
107.5
21.7
108
100
1 -A
33
12/08/00
FG -3.2
1
18.5
107.5
22.0
107
100
1 -A
34
12/08/00
FG -1.6
1
18.5
107.5
22.1
106
99
1 -A
TEST LOCATION:
28
SANITARY SEWER LINE G -3 AT STATION #0 +50
29
SANITARY SEWER LINE G -3 AT STATION #2 +50
30
SANITARY SEWER LINE G - 3 AT STATION #4 +50
31
SANITARY SEWER LINE G -3 AT STATION #0 +50
32
SANITARY SEWER LINE G -3 AT STATION #2 +50
33
SANITARY SEWER LINE G -3 AT STATION #4 +50
34
SANITARY SEWER LINE G -3 AT STATION #0 +50
CC:
GLINT WOLFORD, SCHRICKEL, ROLLINS, 8 ASSOC. - LARRY DAVIS, CITY OF CncoGl 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 W ITM SPECIFICATIONS
3. LIME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4, CEMENT TREATED
D. RETEST
Geotechnical Engineering I Construction Materials Testing AF Environmental Engineering
sir\
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
Dallas, Texas 75229
97216208911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TEST DATA:
DATE 12108/00
OUR REPORT NO. 00931 -10A
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MARIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
35
12/08/00
FG -1.6
1
18.5
107.5
21.0
106
99
1 -A
36
12/08/00
FG -1.6
1
18.5
107.5
20.5
108
100
1 -A
37
12/08/00
FIG
1
18.5
107.5
21.0
107
99
1 -A
38
12/08/00
FG
1
18.5
107.5
22.4
107
99
1 -A
39
12/08/00
FIG
1
18.5
107.5
21.6
108
100
1 -A
40
12/08/00
FG -1.6
1
18.5
107.5
22.1
106
99
1 -A
41
12/08/00
FG -1.6
1
18.5
107.5
22.5
107
100
1 -A
TEST LOCATION:
35
SANITARY SEWER LINE G -3 AT STATION #2 +50
36
SANITARY SEWER LINE G -3 AT STATION #4 +50
37
SANITARY SEWER LINE G -3 AT STATION #0 +50
38
SANITARY SEWER LINE G -3 AT STATION #2 +50
39
SANITARY SEWER LINE G -3 AT STATION #4 +50
40
WEST PARKING AREA - 20' SOUTH AND 20' EAST FROM THE NORTHWEST CORNER OF LOT
41
WEST PARKING AREA - 20' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF LOT
CC:
1 FILL
CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF COPPELL
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILRED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering