IAAM-LR 990727 (2) REPORT OF FIELD
COMPACTION
TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 7/27/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-4A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
8 7/27/99 SG 1 27.0 90 27.1 90 100 2-A
9 7/27/99 SG 1 27.0 90 29.0 88 97' 2-A
10 7/27/99 SG I 27.0 90 27.1 89 98 2-A
11 7/27/99 SG 1 27.0 90 28.2 86 95 2-A
12 7/27/99 SG I 27.0 90 27.3 89 99 2-A
13 7/27/99 SG 1 27.0 90 28.3 89 99 2-A
14 7/27/99 SG 1 27.0 90 27.1 90 1 O0 2-A
TEST LOCATION:
8 PARKING AREA - 375' SOUTH AND 50' WEST OF NORTHEAST CORNER
9 PARKING AREA - 25' SOUTH AND 130' WEST OF NORTHEAST CORNER
10 PARKING AREA - 75' SOUTH AND 130' WEST OF NORTHEAST CORNER
11 PARKING AREA - 125' SOUTH AND 130' WEST OF NORTHEAST CORNER
12 PARKING AREA - 175' SOUTH AND 130' WEST OF NORTHEAST CORNER
13 PARKING AREA - 225' SOUTH AND 130' WEST OF NORTHEAST CORNER
14 PARKING AREA - 275' SOUTH AND 130' WEST OF NORTHEAST CORNER ~ ,
FILl ~ A IN PLACE PERCENt MOISTURE A ND PERCEN1 COMPAC,ION C OM PL Y WITH SPEC IF I CA rIO NS
NAIURAL SUBGRADE B. PERCENT COMPACTION DOES NOI COMPLY WITH SPECIFICATIONS~L, C~ES~~ e~ u '
LIME STABILIZED C. PERCEN1 IN PLACE MOISTURE DOES NOI COMPLY WITH SPECII::ICAI'IONS
CEMENT TREATED D. RETEST
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineedng · Consulting