Ashton Ridge-LR 9608272209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: M & M DEVELOPMENT, INC. DATE: 8/27/96
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
PROJECT: ASHTON RIDGE OUR REPORT NO. 96362-18
COPPELL, TEXAS
TEST DATA:
TEST ~.1 SOiLiD OPTIMUM MAXlMUMLAB I INPLACE J ~NPLACE PERCENT I
NO. DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NUMBER % PCF % PCF
88 08/27/96 FG 1 12.5 111.0 12.9 110 99 I-A
89 08/27/96 FG - 2.0 3 7.0 112.9 8.1 111 99 1-A
90 08/27/96 FG 3 7.0 112.9 9.7 110 98 1-A
91 08/27/96 FG - 2.0 3 7.0 112.9 9.6 109 97 1-A
92 08/27/96 FG 3 7.0 112.9 9.7 110 97 1-A
TEST LOCATION:
88 STORM SEWER BACKFILL LANE "A" STA: 2 + 00
89 WATER LINE BACKFILL CENTER CUL DE SAC - BRIGHTON CT.
90 WATER LINE BACKFILL CENTER CUL DE SAC - BRIGHTON CT.
91 WATER LINE BACKFILL CENTER CUL DE SAC - BRISTLE CT.
92 WATER LINE BACKFILL CENTER CUL DE SAC - BRISTLE CT.
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CE101(~3-18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST