Hollows-LR 990402 (2) 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. 99128-31A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSrrY MOISTURE DRY DENSI'I~ COMPACTION COMMENT*
% PCF % PCF
479 4/2/99 FG-2.0 1 26.1 92 27.6 90 97 1 -A
480 4/2/99 FG-1.0 1 26.1 92 29.0 89 97 1-A
481 4~2/99 FG 1 26.1 92 28.1 90 97 1-A
482 4/2/99 FG I 26.1 92 29.2 88 96. 1 -A
483 4/2/99 FG-8.0 I 26.1 92 27.7 90 98 1-A
484 4/2/99 FG-7.0 1 26.1 92 29.8 88 96 1-A
485 4~2/99 FG-6.0 1 26.1 92 28.5 90 98 1-A
TEST LOCATION:
479 SANITARY SEWER LINE E AT STATION #1+00
480 SANITARY SEWER LINE E AT STATION #1+00
481 SANITARY SEWER LINE E AT STATION #1+00
482 SANITARY SEWER LINE E AT STATION #1+00
483 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #1+00
484 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #1+00
485 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #1+00
I FILL * A. IN PLACE PERCENT MOISTU,E AND PE,CENTCOMPACTION COMPLY~ITH SPECIFICATIONS ~ ..~ ~.~..~
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY VVITH SPECIFICATIONS ~pec[~ul~y S
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPEClF)CATIONS
4 CEMENT TREATED O RETEST ~ ALPHATFS.lqNG J4~1~
Geotechnical Engineering · C~tion Materials Testing · Environmental Engineering · Consulting