IAAM-LR 990812 (2) REPORT OF FIELD
COMPACTION
TESTS
ALPHA TESTING, INC.
2209 Wiscof~Sin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 8/12/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-19
COPPELL, TEXAS
TEST DATA: * PRE- INJECTION
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~DEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSIrY COMPACTION COMMENT*
% PCF % PCF
107 8/12/99 FG * 2 23.8 94.5 26.7 91 96 1 -A
108 8/12199 FG * 2 23.8 94.5 24.2 92 97' 1 -A
109 8/12/99 FG * 2 23.8 94.5 25.0 92 97 1 -A
110 8/12/99 FG * 2 23.8 94.5 23.9 93 99 I-A
111 8/12/99 FG * 2 23.8 94.5 26.7 91 97 I-A
112 8/12/99 FG * 2 23.8 94.5 25.4 91 96 I-A
113 8/12/99 FG * 2 23.8 94.5 25.0 92 97 I-A
TEST LOCATION:
107 BUILDING PAD - 20' SOUTH AND 30' EAST OF NORTHWEST CORNER
108 BUILDING PAD - 20' SOUTH AND 80' EAST OF NORTHWEST CORNER
109 BUILDING PAD - 20' SOUTH AND 130' EAST OF NORTHWEST CORNER
110 BUILDING PAD - 20' SOUTH AND 180' EAST OF NORTHWEST CORNER
111 BUILDING PAD - 60' SOUTH AND 30' EAST OF NORTHWEST CORNER
112 ,BUILDING PAD - 60' SOUTH AND 80' EAST OF NORTHWEST CORNER
113 BUILDING PAD - 60' SOUTH AND 130' EAST OF NORTHWEST CORNER
]. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICA lIONS
2. NATURAL SUBGRAOE B. PERCENT COMPACTION rJOES NOT COMPLY WITH SPECIFICATIONS ~tj~~e
3 LIME SIABILIZED C PERCENT IN PLACE MOISTURE DOES NOI COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting