Gibbs Station 2-LR 930823 ALP,^ ,NC. REPORT OF FIELD
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 COMPACTION TESTS
(214) 620-8911
TESTEDFOR: GIBBS STATION, LTD DATE: 08/23/93
C/O HEATH & KNIGHT PROPERTIES
DALLAS, TEXAS
PROJECT. GIBBS STATION OURRE~RTNO. 93384--7
PHASE II
COPPELL, TEXAS
TEST DATA:
i TEST DATE ~LI¥. mOlL I0 OPTIMUM MAXIMUM LAD IN PLACE IN PLACE
NO rJEPTH ~ NUMBEE ~ PCP ~ PCP COMPACTION
122 08/23 FG-3 2 18.2 103.8 19.1 100 96 1-A
i '
23 08/23 FG-1 2 18.2 103.8 19.2 100 96 1-A
I
i24 08/23 FG-3 17 22.3 95.9 22.4 93 97 1-A
!25 08/23 FG-1 17 22.3 95.9 23.4 92 96 1-A
26 08/23 FG-3 2 i8.2 103.8 19.0 102 98 1-A
27 08/23 FG-1 2 18.2 103.8 18.3 102 98 1-A
28 08/23 FG-3 2 18.2 103.8 20.0 103 99 1-A
TESTLOCATION:
22 8' WATER LINE BACKFILL 0 BLOCK E LOT 41 (GIBBS CROSSING)
23 8' WATER LINE BACKFILL 0 BLOCK E LOT 41 (GIBBS CROSSING)
24 8' WATER LINE BACKFILL 8 BLOCK E LOT 37 (GIBBS CROSSING)
25 8' WATER LINE BACKFILL 8 BLOCK E LOT 37 (GIBBS CROSSING)
26 8' WATER LINE BACKFILL 8 BLOCK E LOT 31 (CREEK CROSSING)
27 8" WATER LINE BACKFILL 8 BLOCK E LOT 31 (CREEK CROSSING)
28 8" WATER LINE BACKFILL 0 BLOCK D LOT 32 (CREEK CROSSING)
1. FILL " A. TEST RESULTS COMPLY WITH SPECIFICATIONS ~,,~Res , ~ .........
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~~-~--~
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST