ST9302-LR000428REPORT OF FIELD
A COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
DATE
04/28/00
PROJECT SANDY LAKE ROAD
PROJECT NO. ST 93 -02
COPPELL, TEXAS
19Xyr.7rr_l
OUR REPORT NO
98881 - 1213 , Q�
,nth �•����
1
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'
334
04128/00
FG -5.5
6
12.5
111.2
8.5
102
92
1 -BC
335
04/28/00
FG -5.0
6
12.5
111.2
9.1
101
91
1 -BC
336
04/28/00
FG -4.5
6
12.5
111.2
10.5
98
88
1 -BC
TPOT I C)r.ATinN
334 1 18" STORM SEWER AT STATION #14 +25 ON SOUTH BOUND SID OF SANDY LAKE ROAD
335 118" STORM SEWER AT STATION #14 +25 ON SOUTH BOU SIDE OF SANDY LAKE ROAD
336 1 18" STORM SEWER AT STATION #14 +25 ON SOUTH BOUND SIDE OF SAN LAKE ROAD
CC: NONE
1 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 CEMENT TREATED
D. RETEST
Geotechnical Engineering AF Construction Materials Testing N Environmental Engineering