ST9302-LR 990611ALPHA 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 6/11/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-37
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN I~ACE ERCENT
NO. DATEDEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
93 6/11/99 FG-6.0 7 21.5 99.6 25.0 95 96 1-A
94 6/11/99 FG-5.0 7 21.5 99.6 24.9 96' 97 1-A
95 6/11/99 FG-4.0 7 21.5 99.6 21.8 101 101 1-A
96 6/11/99 FG-3.0 7 21.5 99.6 21.5 101 101 1-A
97 6/11/99 FG-2.0 7 21.5 99.6 25.4 96 97 1 -A
TEST LOCATION:
93 30" WATER LINE ALONG SANDY LAKE AT STATION #45+30
94 30" WATER LINE ALONG SANDY LAKE AT STATION #45 +27
95 30" WATER LINE ALONG SANDY LAKE AT STATION #45 + 22
96 30" WATER LINE ALONG SANDY LAKE AT STATION #45 +20
97 30" WATER LINE ALONG SANDY LAKE AT STATION #45 + 17
/?.
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 Engineedng · Construction Matefia~ Testing · Environmental Engineering · Consuffing