Hollows-LR 990414 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
DolIos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/14199
DALLAS, TEXAS
PROJECT HOLLOWS <~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-42
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF 96 PCF
654 4/14199 FG-2.5 2 24.3 95.2 26.1 92 96 1-A
655 4114/99 FG-1.5 2 24.3 95.2 25.6 91 96 1-A
656 4114/99 FG-0.5 2 24.3 95.2 25.7 91 95 1-A
657 4/14/99 FG 2 24.3 95.2 24.3 93 98 1-A
658 4/14/99 FG-3.5 2 24.3 95.2 24.6 93 97 1-A
659 4114/99 FG-2.5 2 24.3 95.2 25.5 92 96 1-A
660 4/14/99 FG-1.5 2 24.3 95.2 24.9 93 97 1-A
TEST LOCATION:
654 STORM SEWER LINE C AT STATION ffi:)+25
655 STORM SEWER LINE C AT STATION ffi:)+25
656 STORM SEWER LINE C AT STATION ffi:)+25
657 STORM SEWER LINE C AT STATION ffi:)+25
658 STORM SEWER LINE F AT STATION #2+00
659 STORM SEWER LINE F AT STATION #2+00
660 STORM SEWER LINE F AT STATION #2+00
RLL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B.PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R~.~~
LIME STABILIZED C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY VVlTH SPECIFICATIONS
CEMENT TREATED D.RETEST ~~C.
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