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Gibbs Station 2-LR 930825 (3) ALPHA TESTING, INC. REPORT OF FIELD 2209 Wisconsin St., Suite 100 D,,;s. Tex;,s ?5229 COMPACTION TESTS (214) 620-8911 TESTEDFOR: GIBBS STATION, LTD DATE: 08/25/93 C/O HEATH & KNIGHT PROPERTIES DALLAS, TEXAS PROJECT: GIBBS STATION OU#AE~ATNO. 93384-10 PHASE II COPPELL, TEXAS TEST DATA: TEST DATE ~LIV. lOlL lO OPTIMUM MAXIMUM LAB IN PkACX IN P~ACE MOIITUNi ONY OKNIITY MOIITURI DaY DENIITY Pla CENT COMMKNTe NO r) E pTH ~,~ NUMIIE ~ fOP ~ PCP COMPACTION 46 08/25 FG-2 7 15.5 109.4 17.5 104 95 1-A 47 08/25 FG 7 15.5 109.4 16.2 105 96 1-A 48 08/25 FG-3 7 15.5 109.4 17.1 104 95 1-A i49 '08/25 FG-1 7 15.5 109.4 15.5 109 100 i-A j50 08/25 FG-3 7 15.5 109.4 16.7 105 96 1-A i is1 08/25 FG 7 15.5 109.4 17.5 105 96 1-A lESl lOCATIOn: 46 24" STORM SEWER BACKFILL LINE "D" 0 STA. 0+54 47 24' STORM SEWER BACKFILL LINE "D" · 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" 8 STA. 0+84 51 30" STORM SEWER BACKFILL LINE 'A' ~ STA. 0+84 I L 1. FILL ° A. TEST RESULTS COMPLY WITH SPECIFICATIONS R~~~/~' 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