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Gibbs Station 2-LR 930825 (4) ALPHA TESTING, INC. REPORT OF FIELD 2209 Wisconsin St.. Suite 100 Dallas, Texas 75229 COMPACTION TESTS (214) 620-8911 TESTEDFOR: GIBBS STATION, LTD OATE: 08/25/93 C/O HEATH & KNIGHT PROPERTIES DALLAS, TEXAS PROJECT: GIBBS STATION OU~RE~TNO. 93384-10 PHA5E II COPPELL, TEXAS TEST DATA: TEST ' DAT[ ~lv. soil iR OPTIMUM MAXIMUM LAB IN PLACR IN PLJCI I  NUMBER MOIITUEi BaY OENIITY MOIf~URI RaY OBNSITY FIR CSNT COMMENTe ~6.~ 08/25 FG-2 7 15.5 109.4 17.5 104 95 1-A 47 i 08/25 FG 7 15.5 109.4 16.2 105 96 1-A 4.___8.d 08/25 FG-3 7 15.5 109.4 17.1 104 95 1-A 49 08/25 FG-1 7 15.5 109.4 15.5 109 100 1-A 50 08/25 FG-3 7 15.5 109.4 16.7 105 96 Z-A 51 08/25 FG 7 15.5 109.4 17.5 105 96 1-A EST LOCATION: 46 24" STORM SEWER BACKFILL LINE 'D" Q STA. 0+54 47 24" STORM SEWER BACKFILL LINE 'D' Q STA. 0+54 48 21" STORM SEWER BACKFILL LINE "C' ~ STA. 0+90 49 21" STORM SEWER BACKFILL LINE "C' ~ STA. 0+90 50 30" STORM SEWER BACKFILL LINE "A" · STA. 0+84 51 30" STORM SEWER BACKFILL LINE "A' ~ STA. 0+84 · FILL * A. TEST RESULTS COMPLY WITH SPECIFICATIONS Rea6~ullv Submiaed,~ j// NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH S~CIFICATION$ · LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH S~CIFICATIONS