Hollows-LR 990430 (2) 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 N L W DEVELOPMENT GROUP DATE 4/30/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-56A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH ~ NUMBER MOISTURE DRY D~NSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
823 4/30/99 FG + 2.5 3 23.2 98.2 24.4 97 99 1-A
824 4/30/99 FG + 2.5 3 23.2 98.2 26.0 96 97 1-A
825 4/30/99 FG 3 23.2 98.2 24.2 98 99 1 -A
826 4/30/99 FG 3 23.2 98.2 25.9 96 98 1 -A
827 4/30/99 FG 3 23.2 98.2 24.2 97 99 1-A
TEST LOCATION:
823 SANITARY SEWER LINE E AT STATION //18+00
824 SANITARY SEWER LINE E AT STATION #18+00
825 SANITARY SEWER LINE E AT STATION #18+00
826 SANITARY SEWER LINE E AT STATION #18+00
827 SANITARY SEWER LINE E AT STATION #18+00
1 FILL e~
A. IN PLACE PERCENT MOISTURE ANO PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2.NATURAL SURGRAD~ B.PERCENT COMPACTION DCES NOT COMPLY WITH S~ECIFICATIONS ~/'Respectfully Sub
3.LIME STABILIZED C.PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /~ "
4.CEMENT TREATED D.RETEST ~.~____~
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