IAAM-LR 990730REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
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 7/30/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-10
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATE DEPTH ~ NUMBER ~O~SZURE DRY 0ENSITY MOISTURE DRY DENSITY COMPACi'ION COMMENT*
% PCF % PCF
65 7/30/99 FG 2 23.8 94.5 24.8 89 94 1-B
66 7/30/99 FG 2 23.8 94.5 25.4 90 95' 1-A
67 7/30/99 FG 2 23.8 94.5 25.4 90 95 1 -A
68 7130/99 FG 2 23.8 94.5 25.1 91 96 1 -A
69 7/30/99 FG 2 23.8 94.5 25.1 90 96 I-A
70 7/30/99 FG 2 23.8 94.5 24.9 91 96 I-A
71 7/30/99 FG 2 23.8 94.5 24.0 92 97 I-A
TEST LOCATION:
65 PARKING AREA - 25' SOUTH AND 50' WEST OF NORTHEAST CORNER
66 PARKING AREA - 75' SOUTH AND 50' WEST OF NORTHEAST CORNER
67 PARKING AREA -125' SOUTH AND 50' WEST OF NORTHEAST CORNER
68 PARKING AREA - 175' SOUTH AND 50' WEST OF NORTHEAST CORNER
69 PARKING AREA - 225' SOUTH AND 50' WEST OF NORTHEAST CORNER
70 PARKING AREA - 275' SOUTH AND 50' WEST OF NORTHEAST CORNER
71 PARKING AREA - 325' SOUTH AND 50' WEST OF NORTHEAST CORNER fl ~ .,,~ ·
NATURAL SUSGRAD£ B. PERCENT COMPACTION DOES NO! COMPLY WITH SPECIFICATIONS
LIME SIABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED O. RETEST ~/I~N~, tR
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting