ST9302-LR 990601ALPHA 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 6/1/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-33
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB I~ Pt, AGE IN fi. ACE I~RCI[NT
NO. DATEDEPTH ~ NUMBER MOISTURE D~Y DENSITY MOISTURE DRY DENg~f COMPACTION COMMENT'
% PC~ % PCE
80 6/1/99 FG-1.0 S 13.S 111.9 13.$ 111 99 1-A
81 6/1/99 FG-2.0 5 13.5 111.9 13.5 107. 96 1 -A
82 6/1/99 FG-3.0 7 21.6 99.6 21.5 99 99 I-A
83 6/1/99 FG-4.0 7 21.5 99.6 21.8 96 97 I-A
84 6/1/99 FG-5.0 7 21.5 99.6 21.8 95 95 I-A
TEST LOCATION:
80 30" WATER LINE AT STATION//39+00 - SANDY LAKE ROAD
81 30" WATER LINE AT STATION #39 + 10 - SANDY LAKE ROAD
82 30" WATER LINE,AT STATION//39 + 15 - SANDY LAKE ROAD
83 30" WATER LINE AT STATION #39 + 20 - SANDY LAKE ROAD
84 30" WATER LINE AT STATION //39 + 25 - SANDY LAKE ROAD
2. NATURAL SUBGRADE 8. PERCENT COMPACTION DOES NOT COMPLY WITH EPECFICATIONS
~TI~K~ESTI N~
3. LIME STABILIZED
4. C~MENT TREATED
e A. IN Pr. ACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH 8PEQRCATIONS
C. PERCENT IN R.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D, RETEST
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