Hollows-LR 990421 (3) REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
072/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/21/99
DALLAS, TEXAS
PROJECT HOLLOWS ~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-51
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~nMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
96 PCF 96 PCF
743 4/21/99 FG-8.0 1 26.8 92 28.1 89 97 1-A
744 4/21/99 FG-7.0 I 26.8 92 28.5 89 97 1-A
745 4/21/99 FG~.0 I 26.8 92 26.9 90 98 1-A
746 4/21/99 FG-5.0 1 26.8 92 27.3 90 98 1-A
747 4/21/99 FG-4.0 I 26.8 92 28.9 88 96 1-A
748 4/21/99 FG-3.0 I 26.8 92 29.5 88 96 1-A
749 4/21/99 FG-2.0 I 26.8 92 27.3 90 98 1-A
TEST LOCATION:
743 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
744 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
745 SANITARY SEWER SERVICE TO BLOCK A PAD 52
746 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
747 SANITARY SEWER SERVICE TO BLOCK A PAD 52
748 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
749 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
FILl. ~ ~ IN PI_4CE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPA~ DOES NOT COMPLY WITH SPECIFICATIONS /,~~u'~y S~~_~
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMI:~_Y WITH SPECIFICATIONS
CEMENTTREATED D. RETEST ~N~.
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