IAAM-LR 990728 (2) REPORT OF FIELD
COMPACTION
TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100 e
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. 99571-6
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL IO OPTIMUM MAXIMUM LAt~ iN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~ NUMBER MOISi'URE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
17 7/28/99 SG +0.5 2 23.8 94.5 25.7 92 97 1-A
18 7/28/99 SG + 0.5 2 23.8 94.5 23.8 94 100' 1 -A
19 7/28/99 SG + 0.5 2 23.8 94.5 24.8 92 97 1 -A
20 7/28/99 SG + 0.5 2 23.8 94.5 24.0 94 99 1-A
21 7/28/99 SG + 0.5 2 23.8 94.5 24.7 94 99 I-A
22 7/28/99 SG +0.5 2 23.8 94.5 25.5 91 97 I-A
23 7/28/99 SG + 0.5 2 23.8 94.5 24.9 90 96 1 -A
TEST LOCATION:
17 PARKING AREA - 25' SOUTH AND 50' WEST OF NORTHEAST CORNER
18 PARKING AREA - 75' SOUTH AND 50' WEST OF NORTHEAST CORNER
19 PARKING AREA -125' SOUTH AND 50' WEST OF NORTHEAST CORNER
20 PARKING AREA - 175' SOUTH AND 50' WEST OF NORTHEAST CORNER
21 PARKING AREA - 225' SOUTH AND 50' WEST OF NORTHEAST CORNER
22 PARKING AREA - 275' SOUTH AND 50' WEST OF NORTHEAST CORNER
23 PARKING AREA - 325' SOUTH AND 50' WEST OF NORTHEAST CORNER /,~
~ ~1 t ,e A. IN PLACE PERCENI MOISIURE AND PERCENI COMPACIION COMPLY WITH SP[CII:ICATIONS '
2 NATURAL SUBGRADE 13, PERCENT COMPACTION DOES NO~' COMPLY WITH SPECIFICATIONS
3 LIME SIABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CFMFNI IRFAI[~) [) RFTESI
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Geotechnical Engineering · Construction Materials Testing · Environmental Engineedng · Consutfing