IAAM-LR 990823 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro) ~
FAX: 972/406-8023
TESTED FOR FRANK DALE CONSTRUCTION, INC. DATE 8/23/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-24
COPPELL, TEXAS
TEST DATA:
TEST . SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DrY DENSITY COMPACTION COMMENT*
~ ~ ~=m~==~,,~ ~,,~==,m~.m~,~,~ ~ PCF % PCF
159 8/23/99 FG-3.0 1 27.0 90 30.0 86 95 1-A
160 8/23/99 FG-2.3 1 27.0 90 28.5 88 98 1-A
161 8/23/99 FG-1.7 1 27.0 90 28.6 88 98 1-A
162 8/23/99 FG-1.0 1 27.0 90 27.0 86 95 1-A
163 8/23/99 FG-0.3 1 27.0 90 28.9 87 97 1-A
164 8/23/99 FG 3 23.8 94.5 24.4 93 98 1 -A
165 8/23/99 FG-3.0 3 23.8 94.5 24.3 91 97 1-A
TEST LOCATION:
159 STORM SEWER LINE B AT STATION #1+50
16____~0 STORM SEWER LINE B AT STATION #1+52
161 STORM SEWER LINE B AT STATION #1+55
162 STORM SEWER LINE B AT STATION #1+57
16~3 STORM SEWER LINE B AT STATION #1+59
16~4 STORM SEWER LINE B AT STATION #1+60
165 8" WATER LINE 25' SOUTH AND 45' EAST OF SOUTHWEST CORNER OF BUILDING PAD
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
~~~Y~.~ e d
LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST ' "ALP~FE , INC.
Geotechnical Engineering · Construc#bn Materials Testing · Environmental Engineering · Consulflhg