IAAM-LR 990823 (2) REPORT OF FIELD
ALPHA rESTING, 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. 99571-24A
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB tN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
166 8/23/99 FG-2.3 3 23.8 94.5 24.5 91 97 1-A
167 8/23/99 FG-1.7 3 23.8 94.5 25.4 91 96 1-A
168 8/23/99 FG-1.0 3 23.8 94.5 25.3 91 97 1-A
169 8/23/99 FG-0.3 3 23.8 94.5 23.8 92 97 1-A
170 8/23/99 FG 3 23.8 94.5 23.9 93 98 1-A
171 8/23/99 FG-2.7 1 27,0 90 30.0 86 96 1-A
172 8/23/99 FG-2.0 1 27.0 90 29.5 88 97 1 -A
TEST LOCATION:
166 8" WATER LINE 25' SOUTH AND 47' EAST OF SOUTHWEST CORNER OF BUILDING PAD
167 8" WATER LINE 25' SOUTH AND 49' EAST OF SOUTHWEST CORNER OF BUILDING PAD
168 8" WATER LINE 25' SOUTH AND 50' EAST OF SOUTHWEST CORNER OF BUILDING PAD
169 8" WATER LINE 25' SOUTH AND 52' EAST OF SOUTHWEST CORNER OF BUILDING PAD
170 8" WATER LINE 25' SOUTH AND 55' EAST OF SOUTHWEST CORNER OF BUILDING PAD
171 8" WATER LINE 45' EAST AND 25' NORTH OF SOUTHEAST CORNER OF BUILDING PAD
172 8" WATER LINE 45' EAST AND 27' NORTH OF SOUTHEAST CORNER OF BUILDING PAD
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2, NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respec~
3 LIME STARILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ' ALPH~z~S~f~IG, INC.
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