Hollows-LR 990416 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220~ Wisconsin St., Suite I00
Dallos, Texos 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40d-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/16/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-44
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAX]MUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH"~ NUMBER MOISTURE D~Y DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
678 4/16/99 FG-2.1 3 23.2 98.2 23.5 99 101 1 -A
679 4/16/99 FG-1.0 3 23.2 98.2 24.5 97 99 1-A
680 4116/99 FG 3 23.2 98.2 25.7 96 97 1-A
681 4/16/99 FG-2.1 3 23.2 98.2 24.8 96 98 1-A
682 4116199 FG-1.0 3 23.2 98.2 25.1 96 98 1-A
683 4/16199 FG 3 23.2 98.2 24.2 97 99 1-A
684 4/16/99 FG-4.0 3 23.2 98.2 24.0 97 99 1 -A
TEST LOCATION:
678 STORM SEWER LINE G AT STATION #1+00
679 STORM SEWER LINE G AT STATION #1+00
680 STORM SEWER LINE G AT STATION #1+00
681 STORM SEWER LINE G AT STATION #3+00
682 STORM SEWER LINE G AT STATION #,3+00
683 STORM SEWER LINE G AT STATION #3+00
684 WATER LINE SERVICE TO BLOCK B, PAD 3
1. FILL ~' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
3. LIME STABIL~ED C. PERCENT IN PLACE MOIST1JRE DOES NOT COMPLY VVI"FH SPECIFICATIONS
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