IAAM-LR 990731 (3)REPORT OF FIELD
ALPHA TESTING, 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 7/31/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-12A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPTH ~ NUMBER MOIS'rURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT *
% PCF % PCF
86 7/31/99 FG 2 23.8 94.5 24.6 91 96 1-A
87 7131/99 SG 1 27.0 90 27.5 89 99' 2-A
88 7/31/99 FG 2 23.8 94.5 24.2 91 96 I-A
89 7/31/99 SG 1 27.0 90 28.2 88 98 2-A
90 7/31/99 FG 2 23.8 94.5, 25.4 90 96 1 -A
91 7/31/99 SG 1 27.0 90 28.5 88 98 2-A
92 7/31/99 FG 2 23.8 94.5 24.2 94 100 I-A
TEST LOCATION:
86 BUILDING PAD - 20' SOUTH AND 120' WEST OF NORTHEAST CORNER
87 BUILDING PAD - 20' SOUTH AND 170' WEST OF NORTHEAST CORNER
88 BUILDING PAD - 20' SOUTH AND 170' WEST OF NORTHEAST CORNER
89 BUILDING PAD - 60' SOUTH AND 20' WEST OF NORTHEAST CORNER
90 ~BUILDING PAD - 60' SOUTH AND 20' WEST OF NORTHEAST CORNER
91 BUILDING PAD - 60' SOUTH AND 70' WEST OF NORTHEAST CORNER
92 BUILDING PAD - 60' SOUTH AND 70' WEST OF NORTHEAST CORNER
1 ~ III A IN I'l ACI I'}RCI NI MOIS[UR[ AND PERCEN1 COMPACTION COMPLY WITH SPECIFICAIIONS
Geotechnical Engineering · Cons~tion Materials Testing · Environmental Enginee#ng · Consulting