Hollows-LR 990504 (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 5/4199
DALLAS, TEXAS
PROJECT HOLLOVVS ~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-57A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAX]MUM LAB IN PLAC~ IN PLACE PERCENT
NO. DATE 7PTH~ NUMBER MOISTURE DRY D~[NSITY MOIS'rURE DRY DENS~I'Y COMPACTION COMMENT*
835 5~4~99 FG-2.0 1 26.8 92 29. 9 100 108 1 -A
836 5/4199 FG-1.0 I 28.8 92 27.8 91 99 1-A
837 5/4/99 FG I 26.8 92 27.3 92 100 1-A
838 5/4/99 FG-9.0 I 26.8 92 28.3 91 99 1-A
839 5/4~99 FG-8.0 1 26.8 92 29.1 89 97 1-A
840 5/4/99 FG-7.0 I 26.8 92 27.7 92 100 1-A
841 5/4/99 FG-6.0 1 26.8 92 29.6 90 98 1-A
TEST LOCATION:
835 SANITARY SEWER SERVICE - BLOCK B, PAD 3
836 SANITARY SEWER SERVICE - BLOCK B, PAD 3
837 SANITARY SEWER SERVICE - BLOCK B, PAD 3
838 SANITARY SEWER SERVICE - BLOCK .B, PAD 7
839 SANITARY SEWER SERVICE - BLOCK B, PAD 7
840 SANITARY SEWER SERVICE - BLOCK B, PAD 7
841 SANITARY SEWER SERVICE - BLOCK B, PAD 7
FILL ~ A. IN PLACE PERCE'NT MQt~FURE AND PIERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERC~I~Fr COMPACTION DOES NOT COMPLY WITH ~PIEClFICATION~ R~I~if Subl~~
UM~ ST^B~Z~D C. "~.CENT-- "~CE MO~TU.~ DOES.OT COMPLY W~H
CEME~ITTREATED D. RETEST ~ ALPHA T~
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