IAAM-LR 990823 (3) REPORT OF FIELD
ALPHA TESTING, lNG. 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 8/23199
SOUTHLAKE, TEXAS
PROJECT IA. AM HEADQUARTERS BUILDING OUR REPORT NO. 99571-24B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL tD OPTIMUM MAXIMUM LAE~ IN I~LACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSt~f COMPACTION COMMENT"
% PCF % PCF
173 8/23/99 FG-1.3 3 23.8 94.5 24.0 92 98 1-A
174 8/23/99 FG-0.8 3 23.8 94.5 23.8 93 98 1-A
175 8/23/99 FG 3 23.8 94.5 26.3 91 96 1-A
TEST LOCATION:
173 8" WATER LINE 45' EAST AND 30' NORTH OF SOUTHEAST CORNER OF BUILDING PAD
174 8" WATER LINE 45' EAST AND 32' NORTH OF SOUTHEAST CORNER OF BUILDING PAD
175 8" WATER LINE 45' EAST AND 35' NORTH OF SOUTHEAST CORNER OF BUILDING PAD
I FILL w A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Res~t~J~3~d
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ~ ALPHP~r~s~J~IG. INC.
Geotechnical Enginoc,'ing · Construcflbn Materials Testing · Environmental Engineering · Consulting