Hollows-LR 990421 REPORT OF FIELD
COMPACTION TESTS
ALPHA T $TING, 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 4/21/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-51A
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID o~'rlMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOIS'I'URE DRY ~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
750 4/21/99 FG-1.0 1 26.8 92 28.8 89 96 1-A
751 4121/99 FG I 26.8 92 28.8 89 97 1-A
752 4/21199 FG-4.0 I 26.8 92 27.5 90 98 1-A
753 4/22/99 . FG-3.0 I 26.8 92 27.1 90 98 1-A
754 4/22/99 FG-2.0 I 26.8 92 29.0 89 98 1-A
755 4122/99 FG-1.0 I 26.8 92 29.4 89 96 1-A
756 4122/99 FG I 26.8 92 29.0 89 96 1-A
TEST LOCATION:
750 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
751 SANITARY SEWER SERVICE TO BLOCK A, PAD 52
752 WATER LINE SERVICE TO BLOCK A, PAD 19
753 WATER LINE SERVICE TO BLOCK A, PAD 19
754 WATER LINE SERVICE TO BLOCK A, PAD 19
755 WATER LINE SERVICE TO BLOCK A, PAD 19
756 WATER LINE SERVICE TO BLOCK A, PAD 19
FILL * A. IN Pt. ACE PERCENT MOISTURE AND PERCENT COMPACT'ION COMPt. Y WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY wrrH SPECIFICATIONS ~l!~-'tfU~ ~ ~_.
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST ~ AL~E~ING~.~.
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