IAAM-LR 990812 (3) REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100 ~
Da//as, 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. 99571-20
COPPELL, TEXAS
TEST DATA:
TEST ~"~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE PERCENI
NO. DATEDEPTH "'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT *
% PCF % PCF
115 8/12/99 FG- 1.5 4 12.7 113.8 15.1 109 96 1 -A
118 8/12/99 FG-1.5 4 12.7 113.8 14.2 110 97 1 -A
120 8/12/99 FG-1.0 4 12.7 113.8 13.9 112 98 1-A
121 8/12~99 FG- 1.0 4 12.7 113.8 13.5 112 98 1 -A
TEST LOCATION:
115 BUILDING PAD - 30' EAST AND 20' SOUTH OF NORTHWEST CORNER
116 BUILDING PAD - 30" EAST AND 60' SOUTH OF NORTHWEST CORNER
117 BUILDING PAD - 70' EAST AND 20' SOUTH OF NORTHWEST CORNER
118 BUILDING PAD - 70' EAST AND 60' SOUTH OF NORTHWEST CORNER
119 :BUILDING PAD - 30' EAST AND 20' SOUTH OF NORTHWEST CORNER
120 BUILDING PAD - 30' EAST AND 60' SOUTH OF NORTHWEST CORNER
121 BUILDING PAD - 70' EAST AND 20' SOUTH OF NORTHWEST CORNER
I [:ILl * A. IN PLACE PERCENT MOISIURE AND PERCENT COMPACTION COMPLY WITH SPECIFICAIIONS
2. NATURAL SUBGRAD£ B. PERCENt COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ReSD~'~~
3. LIME SiABILIZED C PERCEN1 IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEM£NI ~REATED U HEIESI
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting