IAAM-LR 990731 (2) REPORT OF FIELD
COMPACTION
TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suit~ 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 7/31/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-12
COPPELL, TEXAS
TEST DATA:
,
TEST , SOIL ID OPTIMUM MAXIMUM LAR IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE: DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
79 7/31/99 FG 2 23.8 94.5 25.3 90 96 1-A
80 7/31/99 FG 2 , 23.8 94.5 24.2 91 97' 1 -A
81 7/31/99 SG I 27.0 90 27.3 89 98 2-A
82 7/31/99 FG 2 23.8 94.5' 25.4 90 96 1 -A
83 7/31/99 SG 1 . 27.0 90 29.9 88 98 2-A
84 7/31/99 FG 2 23.8 94.5 25.2 91 96 1 -A
85 7/31/99 SG · 1, 27.0 90 27.9 90 100 2-A
TEST LOCATION:
79 PARKING AREA -325' SOUTH AND 150' WEST OF NORTHEAST CORNER
80 PARKING AREA - 375' SOUTH AND 150' WEST OF NORTHEAST CORNER
81 BUILDING PAD - 20' SOUTH AND 20' WEST OF NORTHEAST CORNER
82 BUILDING PAD - 2.0' SOUTH AND 20' WEST OF NORTHEAST CORNER
83 BUILDING PAD - 20' SOUTH AND 70' WEST OF NORTHEAST CORNER
84 BUILDING PAD - 20' SOUTH AND 70' WEST OF NORTHEAST CORNER
1 FIlL ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS~~7/////~
2 NA IURA[ SUSGRADE B. PERCEN1 COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~ly, ' mitred
3 lIME: SIARtLIZ[:D C PERCEN1 IN PI. ACE: MOISTURE DOES NOT COMPtY WITH SPECIFICATIONS
4 CEMENI IREA[ED U. RE[ESI
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting