IAAM-LR 990727REPORT 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 7/27199
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-4
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH "~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DEN~TY COMPACTION COMMENT'
% PC~ % PC~:
1 7/27/99 SG 1 27.0 90 28.7 87 97 2-A
2 7/27/99 SG 1 27.0 90 27.6 88 98 ' 2-A
3 7/27/99 SG 1 27.0 90 29.0 86 95 2-A
4 7/27/99 SG 1 27.0 90 27.6 89 99 2-A
5 7/27/99 SG 1 27.0 90 27.9 88 98 2-A
6 7/27/99 SG 1 27.0 90 29.0 87 97 2-A
7 7/27/99 SG 1 27.0 90 27.5 89 99 2-A
TEST LOCATION:
1 PARKING AREA - 25' SOUTH AND 50' WEST OF NORTHEAST CORNER
2 PARKING AREA - 75' SOUTH AND 50' WEST OF NORTHEAST CORNER
3 PARKING AREA -125' SOUTH AND 50' WEST OF NORTHEAST CORNER
4 PARKING AREA - 175' SOUTH AND 50' WEST OF NORTHEAST CORNER
5 PARKING AREA - 225' SOUTH AND 50' WEST OF NORTHEAST CORNER
6 PARKING AREA - 275' SOUTH AND 50' WEST OF NORTHEAST CORNER
7 PARKING AREA - 325' SOUTH AND 50' WEST OF NORTHEAST CORNER
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOr COMPLY WITH SPECIFICATIONS
3 I IMt ,~1AI~III,,'ED C PERCEN[ IN PLACE MOISIURE DOES NO[ COMP1. Y WITH SPECIFICA[IONS
4 CEMEN[ [REAl'ED D. RETES! ~EST~t~:,~~.
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