ST9302-LR 990726ALPHA 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 7/26/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-50
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLAC[ PERCENT
NO. DATE~'DEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PcF % PcF
154 7/26/99 FG-4.0 6 12.5 111.2 13.3 106 95 1-A
155 7/26/99 FG-3.§ 6 12.5 111.2 14.1 108, 97 1-A
156 7/26/99 FG-3.0 I 12.5 117.9 13.3 116 98 1-A
157 7/26/99 FG-2.5 1 12.5 117.9 12.7 114 97 1-A
158 7/26/99 FG-2.0 1 12.5 117.9 13.1 117 99 1-A
159 7/26/99 FG-1.5 1 12.5 117.9 14.7 117 99 ' 1-A
160 7/26/99 FG-1.0 I 12.5 117.9 14.0 116 98 1-A
TEST LOCATION:
154 30" WATER LINE AT STATION //55+65
155 30" WATER LINE AT STATION //55+60
156 30" WATER LINE AT STATION //55 + 55
157 30" WATER LINE AT STATION //55 + 50
158 30" WATER LINE AT STATION //55+45
159 30" WATER LINE AT STATION //55+40
160 30" WATER LINE AT STATION //55 +35
t. FILL
A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2, NATURAL SUBGRADE
3.LIME STABILIZED
B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMEN1 IREAIED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8025
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 7/26/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-50A
PROJECT NO. ST 93-02
COPPELL, TEXAS
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
161 7/26/99 FG-2.0 I 12.5 117.9 12.6 116 98 1-A
162 7/26/99 FG-2.0 6 12.5 111.2 13.5 107 97 1-A
163 7/26/99 FG-3.0 6 12.§ 111.2 14.1 109 98 1 -A
TEST LOCATION:
161 30" WATER LINE AT STATION //55+35
162 30" WATER LINE AT STATION //65+40
163 30" WATER LINE AT STATION //55+45
2. NA[URAL SUBGRADE
A. IN PLACE PERCENI MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCEN1 IN PLACE MOISIURE DOES NOI COMPLY WITH SPECIFICATIONS
4. CEMENI IREAIEU O. RETESI
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consutfing
~ .... : T '~ r' I