ST9302-LR000420REPORT OF FIELD
A COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
Dallas, Texos 75229
9721620-8971 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
DATE
04/20/00
PROJECT SANDY LAKE ROAD
PROJECT NO. ST 93 -02
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO
98881 -10
tO
TEST
NO,
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
LAX UM LAB
ENSITY
CF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT%
329
04/20/00
FG -3.0
7
21.5
99.6
22.4
88
1
88 j
1 -B
330
04/20/00
FG -2.0
7
21.5
99.6
24.6
92
92
1 -13
331
04/20/00
FG
4
11.0
119.7
11.5
117
97
1 -A
332
04/20/00
FIG
5
13.5
111.9
16.2
112
100
1 -A
333
04/20/00
FIG
5
13.5
111.9
15.6
109
98
1 -A
TFST I nCATI()N
329
8" WATER LINE AT STATION #30 +80
330
8" WATER LINE AT STATION #30 +82
331
BAR DITCH BACKFILL NORTH SIDE OF ROAD AT STATION #83 +00
332
BAR DITCH BACKFILL NORTH SIDE OF ROAD AT STATION #86 +50
333
BAR DITCH BACKFILL NORTH SIDE OF ROAD AT STATION #84 +50
CC: NONE
II FILL A IN I'LACE PERCENT MOI ;TORE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGFOADE B PE, ERI:EN I COMPACT ION DOES NOT COMPLY VVITH SPECIFICATIONS
LIME STAP.ILIZED C PERCENT IN PI ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. C;EIV' NT TREATED D RI: I FtiI
Geotechnrcal Engineering I Construction Materials Testing f Environmental Engineering