IAAM-LR 990813 (2) REPORT OF FIELD
COMPACTION
TESTS
ALPHA TESTING, INC.
220~ 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 8/13/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-21A
COPPELL, TEXAS
TEST DATA:
TEST LEV. SOIL ID OPTIMUM MAX}MUM LAB iN PLACE IN PLACE PERCEN[
NO. DATE DEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTUHE DRY DENSITY COMPACTION COMMENT
% PCF % PCF
130 8/13/99 FG 4 12.7 113.8 14.8 111 97 1-A
131 8/13/99 FG-1.5 4 12.7 113.8 15.2 110 97 1-A
132 8/13199 FG-1.0 4 12.7 113.8 14.2 111 98 1-A
133 8/13/99 FG-0.5 4 12.7 113.8 14.6 111 97 1 -A
134 8/13~99 FG 4 12.7 113.8 13.9 112 99 1-A
135 8113~99 FG-1.5 4 12.7 113.8 13.8 112 98 1 -A
136 8/13/99 FG-1.0 4 12.7 113.8 14.2 112 98 1 -A
TEST LOCATION:
130 IBUILDING PAD - 75' EAST AND 60' SOUTH OF NORTHWEST CORNER
131 !BUILDING PAD - 120' EAST AND 20' SOUTH OF NORTHWEST CORNER
132 BUILDING PAD - 120' EAST AND 20' SOUTH OF NORTHWEST CORNER
133 BUILDING PAD - 120' EAST AND 20' SOUTH OF NORTHWEST CORNER
134 BUILDING PAD - 120' EAST AND 20' SOUTH OF NORTHWEST CORNER
135 BUILDING PAD - 120' EAST AND 60' SOUTH OF NORTHWEST CORNER
136 BUILDING PAD - 120' EAST AND 60' SOUTH OF NORTHWEST CORNER
] EILL * A. IN PLACE PERCENT MOISIURE AND PERCENT COMPACTION COMPLY WIIH SPEClFICArfONS
2 NATURAL SUBGRADE B. PERCEN] COMPACTION DOES NO1' COMPLY WIIH SPECIFICAIIONS
3. LIME SIABILIZED C PERCEN! IN PLACE MOISTURE DOES NOI COMPLY WITH SPECIFICA]IONS
4 CEMENI ~REAIED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consutfing