ST9302-LR 990623ALPHA 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 6/23/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-40
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPTH ~ NUMBER MOISIURE DRY D£NSI[Y MOIS]URE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
110 6/23/99 FG-4.0 7 21.5 99.6 22.1 95 95 1-A
111 6/23/99 FG-3.0 7 21.5 99.6 23.2 99 99 1-A
112 6/23/99 FG-2.0 5 13.5 111.9 17.4 108 97 1-A
113 6/23/99 FG-1.0 5 13.5 111.9 17.5 110 98 1-A
TEST LOCATION:
110 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #51 +50
111 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #51 +45
112 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #51 + 40
113 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #51 +35
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4.CEMENT TREATED
.[e A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
S.PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCEN1 IN PLACE MOISTURE DOES NO! COMPLY WITH SPECIFICATIONS
D.RETEST
Geotechnical Engineering · Construction Materials Testing · Envfronmental Englnee#r~ ~! Consultk~g
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