ST9302-LR 990511ALPHA TESTING, INC.
2209 Wisconsin St., Suite IDO
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 5/11/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-31
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLAC~ IN P1.ACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DEN~TY MOISTURE DRy DENSITY COMPACTION COMMENT"
% pcic: % PCF
73 $/11/99 FG-5.0 7 21.5 99.6 21.5 98 98 1-A
74 5/11/99 FG-3.5 7 21.5 99.6 22.2 96 96 1-A
75 5/11/99 FG-2.0 7 21.5 99.6 23.7 96 97 1-A
76 5/11/99 FG-1.0 7 21.5 99.6 22.1 98 99 1-A
TEST LOCATION:
73 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION//35 + 75
74 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION//35+70
75 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION //35 +68
76 30" WATER LINE ALONG THE NORTH SIDE OF SANDY LAKE ROAD AT STATION //35 + 60
1. RtL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. C~MENT TREATED
# A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEQFICATIONS
Bo PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geofechr~b~ Engheerk~ · ~ Materk~ Test/rig · Envfronn"~ta/Eng/neer/ng · Consu~