PA9901-LR001207REPORT OF FIELD
X ALPHA COMPACTION TESTS
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro) _
FAX' 9727406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
DATE 12/07/00
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
OUR REPORT NO. 00931 -8
ICJI
TEST
NO.
v��.
DATE
15
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MA%IMUM LAB
DRYDENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT
14
12/07/00
tFG-6.0
2
19.5
101.5
22.6
102
100
1 -A
15
12/07/00
2
19.5
101.5
21.5
101
99
1 -A
16
12/07/00
2
19.5
101.5
21.6
101
100
1 -A
17
12/07/00
FG -0.8
2
19.5
101.5
21.5
101
100
1 -A
18
12/07/00
FG -0.8
2
19.5
101.5
23.2
100
98
1 -A
19
12/07/00
FG -0.8
2
19.5
101.5
23.5
99
98
1 -A
20
12/07/00
FG -0.8
2
19.5
101.5
23.0
100
98
1 -A
I CJI
14
LVI.HItVIV.
SANITARY SEWER LATTERAL LINE G -3 AT STATION #2 +00
15
SANITARY SEWER LATTERAL LINE G -3 AT STATION #4 +00
16
SANITARY SEWER LATTERAL LINE G -3 AT STATION #6 +00
17
SANITARY SEWER LINE G AT STATION #2 +10
18
SANITARY SEWER LINE G AT STATION #3 +75
19
SANITARY SEWER LINE G AT STATION #6 +00
20
SANITARY SEWER LINE G 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
t 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 CEMENTTREATED D RETEST
Geotechnical Engineering /,/ Construction Materials Testing Pi Environmental Engineering /h
REPORT OF FIELD
1111 ALPHA COMPACTION TESTS
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 972/263- 4937(Metro)
FAX: 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
DATE
12/07/00
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO. 00931 -9
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'
21
12/07/00
FIG
2
19.5
101.5
23.0
100
99
1 -A
22
12/07/00
FIG
2
19.5
101.5
23.2
1 100
98
1 -A
23
12/07/00
FIG
2
19.5
101.5
22.9
100
98
1 -A
24
12/07/00
FG -2.2
2
19.5
101.5
22.8
101
99
1 -A
25
12/07/00
FG -2.2
2
19.5
101.5
23.4
99
98
1 -A
26
12/07/00
FG -2.2
2
19.5
101.5
21.5
101
100
1 -A
27
12/07/00
FG -2.2
2
19.5
101.5
21.6
101
99
1 -A
ax3rr•Ta�v�ra.e
21
SANITARY SEWER LINE G -1 AT STATION #2 +00
22
SANITARY SEWER LINE G -1 AT STATION #4 +00
23
SANITARY SEWER LINE G -1 AT STATION #5 +50
24
PAVING AREA - 25' SOUTH AND 25' EAST OF THE NORTHWEST CORNER
25
PAVING AREA - 60' EAST AND 25' SOUTH OF THE NORTHWEST CORNER
26
PAVING AREA - 30' NORTH AND 30' WEST OF THE SOUTHEAST CORNER
27
PAVING AREA - 20' NORTH AND 20' EAST OF THE SOUTHWEST CORNER
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF C^DDPI 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. NATURALSUBGRADE 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
Geotechnical Engineering N Construction Materials Testing N Environmental Engineering