ST9302-LR 990617ALPHA 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 6/17/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-38
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
98 6/17/99 FG-5.0 7 21.5 99.6 22.2 96 96 2-A
99 6/17/99 FG-4.0 7 21.5 99.6 24.7 95. 95 2-A
100 6/17/99 FG-3.0 7 21.5 99.6 21.5 98 98 2-A
101 6/17/99 FG-2.0 5 13.5 111.9 14.4 106 95 2-A
102 6/17/99 FG-1.0 5 13.5 111.9 17.0 109 98 2-A
103 6/17/99 FG-3.0 3 13.3 117.6 15.1 116 99 2-A
104 6/17/99 FG-2.0 5 13.5 111.9 17.5 112 100 2-A
TEST LOCATION:
98 30" WATER LINE AT STATION #47 + 40
99 30" WATER LINE AT STATION //47 + 35
100 30" WATER LINE AT STATION //47+30
101 30" WATER LINE AT STATION //47+25
102 SANDY LAKE ROAD AT STATION //38+50
103 SANDY LAKE ROAD AT STATION //38 +00
104 SANDY LAKE ROAD AT STATION //37 +50
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
e 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 · Environmental Engineering · Consulting
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