Gibbs Station 2-LR 930823 (2) ALPHA TESTING, INC. 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. 93384-7A
PHASE II
COPPELL, TEXAS
TEST DATA:
--'- ! ~ _ _.. OPTIMUM MAXIMUM LAB IN PLACE iN PLACE
TEST I DATE rlE~ Io1~ ID PER CENT
MOISTURE DRY D~NIITY MOIITUEi DRY DKNIITY COMMENTe
: ~ PCP COMPACTION
29 ;08/23 FG-1 2 18.2 103.8 18.8 104 100 1-g
30 108/23 FG-3 2 18.2 103.8 18.5 102 98 1-A
I
31 [08/23 Fa-1 2 18.2 103.8 19.8 102 98 1-A
32 I 08/23 FG-3 2 18.2 103.8 19.5 101 97 1-A
33 08/23 FG-! 2 18.2 103.8 18.9 102 98 i-A
34 08/23 FG-3 2 18.2 103.8 19.3 101 97 1-A
35 08/23 FG-1 2 18.2 103.8 19.4 99 95 1-A
rESTLOCATION:
29 8" WATER LINE BACKFILL 0 BLOCK D LOT 32 (CREEK CROSSING)
30 8" WATER LINE BACKFILL 0 8LOCK D LOT 34 (CREEK CROSSING)
31 8" WATER LINE BACKFILL ~ BLOCK D LOT 34 (CREEK CROSSING)
32 8" WATER LINE BACKFILL ~ BLOCK D LOT 37 (CREEK CROSSING)
33 ~ 8" WATER LINE BACKFILL 8 BLOCK D LOT 37 (CREEK CROSSING)
34 8" WATER LINE BACKFILL ~ BLOCK D LOT 41 (CREEK CROSSING)
35 8" WATER LINE BACKFILL 0 BLOCK D LOT 41 (CREEK CROSSING)
1. FILL ° A. TEST RESULTS COMPLY WITH SPECIFICATIONS Respecff~ ~ .........
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~ ~VA TE~/~~
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS A ~.t. ,
4. CEMENT TREATED D. RETEST