PA9901-LR010104REPORT OF FIELD
///XALPHA COMPACTION TESTS
TESTING, INC.
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
TEST DATA:
DATE 01/04101
OUR REPORT NO. 00931 -25
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
MY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
64
01/04/01
FG
1
18.5
107.5
27.0
100
93
1 -BC
65
01/04/01
FG
1
18.5
107.5
26.9
99
92
1 -13C
66
01/04/01
FG
1
18.5
107.5
26.8
101
94
1-BCD
67
01/04/01
FG
1
18.5
107.5
27.1
96
89
1 -BCD
TEST LOCATION
64 SANITARY SEWER LATTERAL LINE G -2 AT STATION #4 +00
65 SANITARY SEWER LATTERAL LINE G -2 AT STATION #2 +00
66 RETEST OF TEST #64 OF THIS REPORT
67 RETEST OF TEST #65 OF THIS REPORT
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
I . 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 M! PLACE MOLSNRE DOES NOT COMPLY W RH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
Geotechnica/ Engineering I Construction Materials Testing N Environmental Engineering