IAAM-LR 990816REPORT OF FIELD
ALPHA rESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100 ~
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 8/16/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-22
COPPELL, TEXAS
TEST DATA:
TEST D '~"~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE [JRY DENSITY COMPACi'tON COMMENT
% PCF % PCF
139 8/16/99 FG-1.5 4- 12.7 113.8 14.2 112 98 1-A
140 8/16/99 FG-1.0 4. 12.7 113.8 14.8 110 97 ' 1-A
141 8/16/99 FG-0.5 4 12.7 113.8 14.7 111 97 I-A
142 8/16/99 FG 4 12.7 113.8 15.1 110 97 I-A
143 8/16/99 FG-1.5 4 12.7 113.8 14.7 110 97 1-A
144 8/16/99 FG-I.0 4 12.7 113.8 14.7 I 11 98 I-A
145 8/16/99 FG-0.5 4 12.7 113.8 14.8 110 97 1 -A
TEST LOCATION:
139 BUILDING PAD - 30' WEST AND 20' SOUTH OF NORTHEAST CORNER
140 BUILDING PAD 30' WEST A,%~D 20' SOUTH OF NORTHEAST CORNER
14.1 BUILDING PAD - 30' WEST AND 20' SOUTH OF NORTHEAST CORNER
142 BUILDING PAD - 30' WEST AND 20' SOUTH OF NORTHEAST CORNER
14.3 BUILDING PAD - 30' WEST AND 60' SOUTH OF NORTHEAST CORNER
144 BUILDING PAD - 30' WEST AND 60' SOUTH OF NORTHEAST CORNER
145 BUILDING PAD - 30' WEST AND 60' SOUTH OF NORTHEAST CORNER
1. FILL ~'
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUSGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICAIIONS Respec~
5. LIME SIABILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREA[ED D. RETEST
Geatechnical Engineering · Construction Mcrterials Testing · Environmental Engineering · Consulting