IAAM-LR 990729 (5)REPORT 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 7/29/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571 -gA
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID L)P[IMUM MAXIMUM LA8 TN PLACE IN PLACE PERCENT
NO DATEDEPTH '~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT
% PCF % PCF
56 7/29/99 SG + 1.0 2 23.8 94.5 24.9 92 98 1-A
57 7/29/99 SG + 1.0 2 23.8 94.5 24.4 93 98 ' 1-A
58 7/29/99 SG + 1.0 2 23.8 94.5 26.3 93 98 1-A
59 7/29/99 SG + 1.0 2 23.8 94.5 24.2 95 101 1-A
60 7/29/99 SG + 1.0 2 23.8 94.5 26.7 92 98 1-A
61 7/29/99 SG + 1.0 2 23.8 94.5 24.4 93 99 1 -A
62 7/29/99 SG + 1.0 2 23.8 94.5 25.1 92 97 I-A
TEST LOCATION:
56 PARKING AREA - 375' SOUTH AND 50' WEST OF NORTHEAST CORNER
57 PARKING AREA - 25' SOUTH AND 150' WEST OF NORTHEAST CORNER
58 PARKING AREA - 75' SOUTH AND 150' WEST OF NORTHEAST CORNER
59 PARKING AREA - 125' SOUTH AND 150' WEST OF NORTHEAST CORNER
60 PARKING AREA - 175' SOUTH AND 150' WEST OF NORTHEAST CORNER
61 PARKING AREA - 225' SOUTH AND 150' WEST OF NORTHEAST CORNER
62 PARKING AREA - 275' SOUTH AND 150' WEST OF NORTHEAST CORNER
I ~IL[ ~ A IN PtAC[ t~[ItCENI MOISIURE ANL~ PERC£NI COMPACTION COMP[YWIIH SPECIFICAIIONS~
2 NAIURAL SUBGRAO~ B PERC£N1 COMPACIION DOES NO[ COMPtY WlIH SPECI~ICA lIONS F~
;]. LIME SIABILIZED C. PERCENt IN I~ACE MOISTURE DOES NOI COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Enviranmental Engineering · Consulflhg