PA9901-LR010612REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 1170
Dallas, Texas 75229
97216248911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
DATE 06/12/01
PROJECT WAGON WHEEL PH. II
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO. 00931 -113
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
POP
PERCENT
COMPACTION
COMMENT*
118
06/12/01
SG
3L
25.5
92.5
25.5
96
104
3 -A
119
06/12/01
SG
3L
25.5
92.5
25.5
93
100
3 -A
120
06/12/01
FG -1.0
4
11.0
121
7.6
115
95
1 -C
121
06/12/01
FG -1.0
4
1 11.0
121
11.7
110
91
1 -B
122
06/12/01
FG -1.0
4
11.0
121
10.3
109
90
1 -B
TEST LOCATION:
118
DRIVEWAY 100' NORTH AND 25' WEST FROM NORTHEAST CORNER OF PARK BUILDING
119
DRIVEWAY 35' WEST AND 15' NORTH FROM NORTHWEST CORNER OF PARK BUILDING
120
PAD, 10' WEST AND 10' NORTH FROM SOUTHEAST CORNER OF PARK BUILDING
121
PAD, 25' WEST AND 10' NORTH FROM SOUTHEAST CORNER OF PARK BUILDING
122
PAD, 50' NORTH AND 10' EAST FROM SOUTHWEST CORNER OF PARK BUILDING
CC: LARRY DAVIS, CITY OF COPPELL - LEE STONE, CITY OF COPPELL - BRAD REID, CITY
CLIENT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC.
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pe
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST Hi
Our lest results 8 reports are for the mdusive use of the Client lane their designated recipients on file In our office) and shall not he reproduced apdmr
of our name 8 test results must receive our admen approval. Test results B reports apply only to the samples tested andlor observed, and are not indii
ALPHA. The use
or Similar specimens.
Geotechnical Engineering 27 Construction Materials Testing Po Environmental Engineering lb Consulting