Hollows-LR 990504 (3) 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 514199
DALLAS. TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-57B
COPPELL. TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID ~M MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER ~ DRY DEN~n'Y MOI~I1JRE [~Y DENSITY COMPACTION COM~I~ENT*
% PCF ~ ~
842 5/4199 FG-5.0 1 26.8 92 29.1 91 98 1-A
843 5/4199 FG-4.0 1 26.8 92 28.3 91 99 1-A
844 5/4199 FG-3.0 1 26.8 92 27.8 91 99 1-A
845 5/4/99 FC~2.0 1 26.8 92 27.8 91 99 1-A
846 5/4/99 FG-1.0 I 26.8 92 29.9 89 97 1-A
847 5/4199 FG 1 26.8 92 29.6 90 98 1-A
TEST LOCATION:
842 SANITARY SEWER SERVICE - BLOCK B, PAD 7
843 SANITARY SEWER SERVICE - BLOCK B, PAD 7
844 SANITARY SEWER SERVICE - BLOCK B, PAD 7
·845 .SANITARY SEWER SERVICE - BLOCK B, PAD 7
846 SANITARY SEWER SERVICE - BLOCK B, PAD 7
847 SANITARY SEWER SERVICE - BLOCK B, PAD 7
1. FILL * A. IN PLACE PERCENT kK~IS"TURE AND I~ERCENT COMPACTION COldLY WITH SPECIFICATIONS
2. NA~IJRAL SUE)GRADE B. PERCENT COMPACTION DO~S NOT COMPLY WITH SPECIFICATIONS ~ JR~$~~/
3. LmME STABILIZED C. PI~CEb~ mN PLACE Mo~ruRE DOES NOT COUrtLY WITH SPEClFK~AllONS ..
4. CEMENT TREATED D. RETEST ~ A~
Geotechnical Enginee#ng · Conslrucfion Materials Testing · Environmental Engineering · Consulting