ST9302-LR 990716ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 7/16/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD ~ OUR REPORT NO. 98881-46
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN I~ACE IN PLACE F.~C~NT
NO. DATEDEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
% PCF % PCF
137 7/16/99 FG- 10.0 6 12.5 111.2 16.2 112 101 1-A
138 7/16/99 FG-9.0 6 12.5 111.2 16.0 108 97 1 -A
139 7/16/99 FG-8.0 6 12.5 111.2 16.3 107 96 1-A
140 7/16/99 FG-7.O 6 12.5 111.2 16.3 109 98 1-A
141 7/16/99 FG-6.0 6 12.5 111.2 15.0 111 100 1-A
142 7/16/99 FG-5.0 7 21.5 99.6 24.7 98 99 1 -A
143 7/16/99 FG-4.0 6 12.5 111.2 16.5 108 97 1-A
TEST LOCATION:
137 30" WATER LINE AT STATION//55+30
138 30" WATER LINE AT STATION//55 + 27
139 30" WATER LINE AT STATION //55+24
140 30" WATER LINE AT STATION //55 +21
141 30" WATER LINE AT STATION //55+18
142 30" WATER LINE AT STATION//55+15
143 30" WATER LINE AT STATION //55 + 12
1. FILL
2. NATURAL SUBGRADE
3. LIME STA~LIZED
4. CEMENT TREATED
A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B.PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCENT IN PLACE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS
0.RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
~ I
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
DATE 7/16/99
PROJECT SANDY LAKE ROAD \ OUR REPORT NO. 98881-46A
PROJECT NO. ST 93-02~
COPPELL, TEXAS ~
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLAC~ IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
% PCF % PCF
144 7/16/99 FG-3.0 7 21.5 99.6 25.1 98 98 1-A
145 7/16/99 FG-2.0 7 21.5 99.6 22.6 100 101 1-A
TEST LOCATION:
144 30" WATER LINE AT STATION #55+90
145 30" WATER LINE AT STATION #55 +60
1, FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT tREATED
# A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B.PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
D.RETEST
Geotechnical Engineering · Construction Materials Testing · Enviranmental Engineering · Consulting
1~ I 1' IT "~T I