Hollows-LR 990414 (2) REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas. Texas 75229
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/14/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-42A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID Ot=T1MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
~ PCF % PCF
661 4/14/99 FG-0.5 2 24.3 95.2 26.5 91 95 1-A
662 4/14/99 FG 2 24.3 95.2 25.3 92 96 1-A
663 4/14199 FG-2.5 2 24.3 95.2 26.7 92 96 1-A
664 4114/99 FG-1.5 2 24.3 95.2 25.0 93 97 1-A
665 4/14/99 FG-0.5 2 24.3 95.2 28.2 91 95 1-A
666 4/14/99 FG 2 24.3 95.2 26.1 92 97 1-A
667 4/14/99 FG-2.5 2 24.3 95.2 24.7 93 98 1-A
TEST LOCATION:
661 STORM SEWER LINE F AT STATION #2+00
662 STORM SEWER LINE F AT STATION #2+00
663 STORM SEWER LINE F AT STATION ft.4.+00
664 STORM SEWER LINE F AT STATION #4+00
665 STORM SEWER LINE F AT STATION #4+00
666 STORM SEWER LINE F AT STATION ~4.+00
667 STORM SEWER LINE E AT STATION #2+00
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPAC'nON DOES NOT COMPLY VVITH SPECIFICATIONS Re?.j~'f131~ubmitted ")
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
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