ST9302-LR000417A
ALPHA TESTING, INC.
2109 Wisconsin St- Suite 100
Dcjlkas. Texos 75229
9721,620-8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD
PROJECT NO. ST 93 -02
COPPELL, TEXAS
TFCT IIATA
DATE
04/17/00
OUR REPORT NO
98881 -118
07�" 40
ZP
�6��" `
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
319A
04/17/00
FG -4.0
6
12.5
111.2
15.9
108
97
1 -A
320
04/17/00
FG -3.0
7
21.5
99.6
21.8
98
99
1-A
321
04/17/00
FG -2.0
5
13.5
111.9
15.3
114
102
1 -A
322
04/17/00
FG -1.0
5
13.5
111.9
14.2
113
101
1 -A
323
04/17/00
FG -2.0
5
13.5
111.9
14.0
1 111
100
1 -A
324
04/17/00
FG -10
7
21.5
99.6
23.4
99
99
1 -A
325
04/17/00
FG -4.0
7
21.5
99.6
23.1
95
95
1 -A
319A
8" SANITARY SEWER SOUTH SIDE SANDY LAKE ROAD AT STATION #34 +90
320
8" SANITARY SEWER SOUTH SIDE SANDY LAKE ROAD AT STATION #34 +87
321
8" SANITARY SEWER SOUTH SIDE SANDY LAKE ROAD AT STATION #34 +85
322
8" SANITARY SEWER SOUTH SIDE SANDY LAKE ROAD AT STATION #34 +80
323
8" SANITARY SEWER SO UTH SIDE SANDY LAKE ROAD AT STATION #34 +20
324
8" SANITARY SEWER SOUTH SIDE SANDY LAKE ROAD AT STATION #34 +00
325
8" SANITAR SEW SO UTH SIDE SANDY LAKE ROAD AT STATION #33 +90
CC NONE
1 FILL . A. IN Pt AI.E PERC:FNT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL IBGRADE F PEk(J I F i_ I )MPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZE[) C. PEk(J I, I [IJ PLACE MOIST UFtE DOES NOT COIVPLY WITH SPECIFICATIONS
4 C- EINFN[ TREATED D RI T[ , ,
Geotechnwal Engineering I Construction Materials Testing I Environmental Engineering