Hollows-LR 990311 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dollas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 3/11/99
DALLAS, TEXAS
PROJECT HOLLOWS ~l NORTHLAKE WOODLAND OUR REPORT NO. 99128-17
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID O~T~UM MAXIMUM LAB iN 13LACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOI$%JRE DRY DENa~Y COMPACTION COMMENT*
~ 13CF % PCF
212 3/11t99 SG I 26.8 92 27.9 91 98 2-A
213 3/11/99 SG+0.5 3 23.2 98.2 24.0 96 98 1-A
214 3/11/99 SG+1.0 3 23.2 98.2 25.8 93 95 1-A
215 3/11/99 SG+1.$ 3 23.2 98.2 , 24.1 96 98 1-A
216 3/11/99 FG 3 23.2 98.2 24.4 97 98 1-A
217 3/11/99 SG I 26.8 92 27.1 92 100 2-A
218 3/11/99 SG+0.5 3 23.2 98.2 24.7 96 98 1-A
TEST LOCATION:
212. .HIDDEN HOLLOW COURT AT STATION ~8+00
213 HIDDEN HOLLOW COURT AT STATION ~8+00
214 HIDDEN HOLLOW COURT AT STATION #8+00
215 HIDDEN HOLLOW COURT AT STATION #8+00
216 HIDDEN HOLLOW COURT AT STATION #8+00
2t7 CRESTVlEW DRIVE AT STATION #5+00
218 CRESTVIEW DRIVE AT STATION ~5+00
1. FILL w k. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH ~PECIFICATIONS ~p~ctfu{~ .......
2. NATURALSUBGRADE I~ PERCENTCOMPAC'TIONDOESNOTCOMPLYWr[HSpI::CIFIC^TION$
3. LIME STABILIZED C PERCENT IN PLACE MoI~rLIRE DOES NOT COMPLY WITH SPECIFICATION~
4. CEMENT TREATED D. RETEST ~IN~
Geotechnical Engineering · Construc#on Materic~s Teslfl3g · Environmental Engineering · Consuffing