IAAM-LR 990731 (4) REPORT OF FIELD
COMPACTION
TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100 ~
Dallas, Texas 75229
972/620-8911 - 972/263-4937 CMetro)
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 7/31/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-125
COPPELL, TEXAS
TEST DATA:
TEST ~~ELEV. I SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE P~RCENT
NO. DATE DEPTH ~ NUMBER MOISTUR£ DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
93 7/31/99 SG 1 27.0 90 27.5 89 99 2-A
94 7/31/99 FG 2 23.8 94.5 25.0 90 95 ' 1-A
95 7/31/99 SG 1 27.0 90 28.2 89 99 2-A
96 7/31/99 FG 2 23.8 94.5 26.2 90 95 I-A
97 7/31/99 SG 1 27.0 90 29.8 88 97 2-A
.,98 7t31/99 SG +0.5 2 23.8 94.5 25.8 90 95 I-A
99 7/31/99 SG + 1.0 2 23.8 94.5 25.4 91 96 1 -A
TEST LOCATION:
93 BUILDING PAD - 60' SOUTH AND 120' WEST OF NORTHEAST CORNER
94 BUILDING PAD - 60' SOUTH AND 120' WEST OF NORTHEAST CORNER
95 BUILDING PAD - 60' SOUTH AND 170' WEST OF NORTHEAST CORNER
96 BUILDING PAD - 60' SOUTH AND 170' WEST OF NORTHEAST CORNER
97 FIRE LANE - 30' WEST OF NORTHWEST CORNER BUILDING PAD
98 FIRE LANE - 30' WEST OF NORTHWEST CORNER BUILDING PAD
99 FIRE LANE - 30' WEST OF NORTHWEST CORNER BUILDING PAD
] FILL * A. INPLACE PERCEN] MOIS'UREANOPERCENT COMPAC,ION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B, PERCENT COMPACI'ION DOES NO~ COMPLY WITH SPECIFICATIONS '
3 LIME STABILIZED C. PERCENT IN P[AC{~ MOISTURE DOES NO! COMPLY WITH SPECIFICATIONS
4. CEMENt [REAIED L~. RETEST
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