ST9302-LR 990621ALPHA 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 6/21/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-39
TEST DATA:
TEST '~,~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE P/RCENT
NO. DATE~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
105 6/21/99 FG-5.0 I 12.5 117.9 16.4 112 95 1-A
106 6/21/99 FG-4.0 I 12.5 117.9 15.5 116 98 1 -A
107 6/21/99 FG-3.0 5 13.5 111.9 16.3 110 98 1-A
108 6/21/99 FG-2.0 5 13.5 111.9 16.6 111 99 1-A
109 6/21/99 FG-1.0 5 13.5 111.9 16.1 112 100 1-A
TEST LOCATION:
105 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #49+08
106 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #49+03
107 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #48+98
108 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #48+93
109 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #48+88
1. FILL
2. NATURAL SUBGRADE
3. LIME SIABIL~ED
4. CEMENT TREATED
A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
8.PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCENT IN PLACE MOISTURE DOES NO1 COMPLY WITH SPECIFICATIONS
D,RETES1
Geotechnical Engineering · Construction Materials Testing · Environmental Engir'~,------~ng ~ C~