IAAM-LR 990728 (3) REPORT OF FIELD
COMPACTION
TESTS
ALPHA rESTING, INC.
~ 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 7/28/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-6A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPIIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ""~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCI:
24 7/28/99 SG + 0.5 2 23.8 94.5 23.8 93 99 1-A
25 7/28/99 SG + 0.5 2 23.8 94.5 24.2 93 99' 1 -A
26 7~28~99 SG + 0.5 2 23.8 94.5 24.2 93 98 1-A
27 7/28/99 SG + 0.5 2 23.8 94.5 23.9 93 99 1-A
28 7/28/99 SG + O. 5 2 23.8 94.5 25.2 92 97 1-A
29 7/28/99 SG + 0.5 2 23.8 94.5 25.1 93 98 I-A
30 7/28/99 SG + 0.5 2 23.8 94.5 23.9 91 96 I-A
TEST LOCATION:
24 PARKING AREA - 375' SOUTH AND 50' WEST OF NORTHEAST CORNER
25 PARKING AREA - 25' SOUTH AND 150' WEST OF NORTHEAST CORNER
26 PARKING AREA - 75' SOUTH AND 150' WEST OF NORTHEAST CORNER
27 PARKING AREA - 125' SOUTH AND 150' WEST OF NORTHEAST CORNER
28 PARKING AREA - 175' SOUTH AND 150' WEST OF NORTHEAST CORNER
29 PARKING AREA - 225' SOUTH AND 150' WEST OF NORTHEAST CORNER
30 PARKING AREA - 275' SOUTH AND 150' WEST OF NORTHEAST CORNER
1 FILL '~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENI COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS '
3 LIME S~ASILIZED C PERCENT [N PLACE MOISTURE DOES NO[ COMPLY WITH SPECIFICAi'IONS
4 CEMENt [REAIED D RETESi
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