IAAM-LR 990818 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 8/18/99
SOUTHLAKE, TEXAS
PROJECT IAAM HEADQUARTERS BUILDING OUR REPORT NO. 99571-23A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
154 8/18/99 FG-2.3 2 23.8 94.5 25.0 90 95 1-A
155 8/18/99 FG-1.7 2 23.8 94.5 26.4 91 96 1-A
156 8/18/99 FG-1.0 2 23.8 94.5 23.8 91 97 1-A
157 8/18/99 FG-0.3 2 23.8 94.5 25.6 92 98 1-A
158 8/18/99 FG 2 23.8 94.5 24.3 93 99 1-A
TEST LOCATION:
154 STORM SEWER LINE A AT STATION #5+78
155 STORM SEWER LINE A AT STATION #5+80
156 STORM SEWER LINE A AT STATION #5+82
157 STORM SEWER LINE A AT STATION #5+85
158 STORM SEWER LINE A AT STATION #5+88
1. FILL
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respe~~
3 UME STAB,UZED C. PERCENT ~. PL^CE MO,STURE DOES NOT COMPLY W,TH SPEC~F~C^TIONS
4. CEMENT TREATED D. RETEST - A~CI'A,c, TF.~G, INC.
Geotechnicol Engineedng · Construction Mcrteriols Testir~ · Environmentol Engineering · Consuthhg