ST9302-LR 990610ALPHA 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 6/10/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-36
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST '~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEFTH ~ NUMBER MOISTURE D~Y DENSITY MOISTURE D~Y DENS~'TY COMPACTION COMMENT
% PCF: % PCI:
88 6/10/99 FG-6.0 7 21.5 99.6 21.6 96 97 1-A
89 6/10/99 FG-5.0 7 21.5 99.6 22.3 95 95 I-A
90 6/10/99 FG-4.0 7 21.5 99.6 21.9 95 95 I-A
91 6/10/99 FG-3.0 6 12.5 111.2 14.4 109 98 1 -A
92 6/10/99 FG-2.0 6 12.5 111.2 14.6 107 96 1 -A
TEST LOCATION:
88 30" WATER LINE ALONG NORTH SIDE OF SANDY LAKE AT STATION //44+27
89 30" WATER LINE ALONG NORTH SIDE OF SANDY LAKE AT STATION//44+22
90 30" WATER LINE ALONG NORTH SIDE OF SANDY LAKE AT STATION //44+20
91 30" WATER LINE ALONG NORTH SIDE OF SANDY LAKE AT STATION //44 + 17
92 30" WATER LINE ALONG NORTH SIDE OF SANDY LAKE AT STATION //44+ 15
2. NATURAL SUBGRADE B. PERCENT COMPACTION DO~S NOT COMPLY WITH SPECIFICATIONS
tACP14'K'T E S lrril6',~
1. FILL
3. LIME STABILIZED
4. CEMENT TREATED
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
D. RETEST
~technical Engineering · Corlsffucfion Materials Testing · Environmental E~ · ~
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