Hollows-LR 990402 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
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 4/2/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-31
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,~ NUMBER MOISTURE DRY DI~NSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
472 4/2/99 FG-9.0 1 26.8 92 27.2 90 97 1-A
473 4/2/99 FG-8.0 I 26.8 92 28.4 88 96 1-A
474 4/2/99 FG-7.0 I 26.8 92 29.9 88 96 1-A
475 4/2/99 FG~.0 1 26.8 92 27.3 90 98 - 1-AD
476 4/2/99 FG-5.0 ' I 26.8 92 30.4 88 96 1-A
477 4/2/99 FG-4.0 1 26.8 92 27.1 89 97 1-A
478 4~2/99 FG-3.0 1 26.8 92 30.0 88 96 1-A
TEST LOCATION:
472 SANITARY SEWER LINE E AT STATION #1+00
473 SANITARY SEWER LINE E AT STATION #1+00
474 SANITARY SEWER LINE E AT ~TATION #1+00
475 RETEST OF TEST #492 DATED 3/29/99
476 SANITARY SEWER LINE E AT STATION #1+00
477 SANITARY SEWER LINE E AT STATION #1+00
478 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #1+00
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~ ~--
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WlTH SPECIFICATIONS ~espectfully Subm'
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY VVITH SPECIF~CAT!ONS
4 CEMENT TREATED D RETEST
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