IAAM-LR 990729 (4) REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100 ~
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 7/29/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-9
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAI~ IN PLACE IN PLACE P~RCENT
NO, DATEDEPTH "'~ NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCE
49 7/29/99 SG + 1.0 2 23.8 94.5 25.1 94 99 1-A
50 7/29/99 SG + 1.0 2 23.8 94.5 25.5 93 98' 1-A
51 7/29t99 SG + 1.0 2 23.8 94.5 26.7 91 96 I-A
52 7/29/99 SG + 1.0 2 23.8 94.5 26.2 91 96 I-A
53 7/29/99 SG + 1.0 2 23.8 94.5 24.9 91 96 1-A
54 7/29/99 SG + 1.0 2 23.8 94.5 25.6 93 98 I-A
55 7/29/99 SG + 1.0 2 23.8 94.5 25.1 93 98 I-A
TEST LOCATION:
49 PARKING AREA - 25' SOUTH AND 50' WEST OF NORTHEAST CORNER
50 PARKING AREA - 75' SOUTH AND 50' WEST OF NORTHEAST CORNER
51 PARKING AREA -125' SOUTH AND 50' WEST OF NORTHEAST CORNER
52 PARKING AREA - 175' SOUTH AND 50' WEST OF NORTHEAST CORNER
53 PARKING AREA - 225' SOUTH AND 50' WEST OF NORTHEAST CORNER
54 PARKING AREA - 275' SOUTH AND 50' WEST OF NORTHEAST CORNER
55 PARKING AREA - 325' SOUTH AND 50' WEST OF NORTHEAST CORNER
2 NA [URAL SUBGRADE S. PERCENt COMPACTION DOES NO1 COMPLY WITH SPECIFICATIONS
t ~ IMI 51ARII I?~ I) (; P~'RC[N1 IN Pt ACE MOISTURE DOES NO1 COMPLY WITH SPECIFICA LIONS
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