ST9302-LR 990506ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
CITY OF COPPELL
COPPELL, TE)~AS
DATE 5/6/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-29
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLAC~ IN PI~AC~ P~RCENT
NO. DATEDEPTH~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENaTY CO~PAC~ON COMMENT"
% PC~: % ~
59 5/6/99 FG-8.0 7 21.5 99.6 21.9 96 96 1-A
60 5/6/99 FG-7.0 7 21.5 99.6 22.9 98 99 1-A
61 5/6/99 FG-6.0 7 21.5 99.6 23.0 95 95 1-A
62 5/6/99 FG-5.0 7 21.5 99.6 22.9 97 97 1-A
63 5/6/99 FG-3.5 7 21.5 99.6 23.1 99 99 1 -A.
64 5/6/99 FG-2.0 7' 21.5 ~ 99.6 23.8 98 98 1-A
65 5/6/99 FG-1.0 7 21.5 99.6 21.5 99 99 1-A
TEST LOCATION:
59 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #34+ 10
60 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #34+00
61 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #33+95
62 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #33+90
63 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #33+80
64 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #33+78
65 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION #33+75
/'-7
I. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DDES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Res t I '
Geotechntcal ~ · Cons#uction Materials Testing · Env~s~t~ Engineering · Consulting
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