Hollows-LR 990223 (2) REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
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 2/23/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-1 lA
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~nMUM MAXIMUM LAB IN PLACE IN PLAC~ PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY OEJ~'ITY MOISTURE DRY DENS(TY COMPACTION COMMENT*
94 2/23/99 FG-2.6 2 24.3 95.2 24.5 96 101 1-A
95 2/23/99 FG-1.6 2 24.3 95.2 24.9 91 95 1-A
96 2/23/99 FG-2.0 2 24.3 95.2 25.9 94 99 1-A
97 2/23/99 FG-2.9 2 24.3 95.2 26.7 92 97 1-A
98 2/23/99 FG-3.9 2 24.3 95.2 25.3 93 97 1-A
99 2/23/99 FG-3,0 2 24.3 95.2 27.6 91 95 1-A
100 2/23/99 FG-2.9 2 24.3 95.2 24.4 93 98 1-A
TEST LOCATION:
94 BLOCK A, PAD 13
95 BLOCK A, PAD 13
96 BLOCK A, PAD 14
97 BLOCK A, PAD 15
98 BLOCK A, PAD 16
99 BLOCKA, PAD 17
100 BLOCKA, PAD 18
FILL * A. IN PLACE PERCENT MOISTURE ANO PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~ 'bJTlit~~
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~UI~y S
LiME STAI~LIZED C. PF_RCENT IN PLACE MOISTURE DOES NO~ COMPLY WITH SPECIFICATIONS
CEMENT't'RE. ATEO O RETESt' ~
Geotechnical Engineering · Canstruc~ Materials Testing · Envkonmental Eng/nccdng · Cansu/flhg