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Ashton Ridge-LR 960816 (2)ALPHA TESTING, ~'~C. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF FIELD COMPACTION TESTS TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE: 8/16/96 LEWISVILLE, TEXAS PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-14-A COPPELL, TEXAS TEST DATA: TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO. DATEDEPTH-~,,,,~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* NUMBER % PCF % PCF 77 08/16/96 FG - 3.0 1 12.5 111.0 14.3 107 97 1-A 78 08/16/96 FG - 1.0 1 12.5 111.0 14.4 107 96 1-A 79 08/16/96 FG - 5.0 2 13.1 114.9 15.2 111 97 1-A 80 08/16/96 FG - 3.0 2 13.1 114.9 14.7 112 97 1-A 81 08/16/96 FG - 1.0 2 13.1 114.9 13.8 113 98 1-A 82 08/16/96 FG - 3.0 1 12.5 111.0 13.4 106 96 1-A 83 08/16/96 FG - 1.0 1 12.5 111.0 14.6 110 99 1-A TEST LOCATION: 77 SANITARY SEWER BACKFILL - LANE "C" AT STA: I + 50 78 SANITARY SEWER BACKFILL - LANE "C" AT STA: I + 50 79 SANITARY SEWER BACKFILL - LANE "B" AT STA: 1 + 00 80 SANITARY SEWER BACKFILL - LANE "B" AT STA: 1 + 00 81 SANITARY SEWER BACKFILL - LANE "B" AT STA: 1 + 00 82 SANITARY SEWER BACKFILL - LANE "B" AT STA: 3 + 00 83 SANITARY SEWER BACKFILL - LANE "B" AT STA: 3 + 00 1. FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4. CEMENT TREATED CO010~18 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST