IAAM-LR 990819 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 8/19/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-23
COPPELL, TEXAS
TEST DATA:
TEST '"~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSFPr' MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
147 8/19/99 FG-3.0 2 23.8 94.5 24.8 90 95 1-A
148 8/19/99 FG-2.3 2 23.8 94.5 25.5 90 95 1-A
149 8/19/99 FG-1.7 2 23.8 94.5 23.8 91 96 1-A
150 8/19/99 FG-1.0 2 23.8 94.5 25.5 90 95 1 -A
151 8/19/99 FG-0.3 1 27.0 90 27.4 87 97 1-A
152 8/19/99 FG 1 27.0 90 28.5 86 96 1-A
153 8/19/99 FG-3.0 2 23.8 94.5 25.0 90 95 1 -A
TEST LOCATION:
I
147 ISTORM SEWER LINE A AT STATION #2+50
148 STORM SEWER LINE A AT STATION #2+53
149 STORM SEWER LINE A AT STATION #2+55
150 STORM SEWER LINE A AT STATION #2+57
151 STORM SEWER LINE A AT STATION #2+60
152 STORM SEWER LINE A AT STATION #2+65 '
153 STORM SEWER LINE A AT STATION #5+75
1. FILL * A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLYWITH SPECIFICATIONS ResDectfuJlv~uJa~,~t~e~i_
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulhhg