PA9901-LR001218REPORT 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
DATE 12/18/00
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TT=CT TIATA-
OUR REPORT NO. 00931 -18
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
I DENSffV
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
63
12/18/00
FG
1
18.5
107.5
19.0
106
99
1 -C
TEST LOCATION:
63 STORM SEWER LINE G -1 AT STATION X10 +10
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF COPPELL
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 WRH SPECIFICATIONS
3. LIME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
0. CEMENTTREATED
D. RETEST - ALP
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering