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Lakes of C 1stP-LR 910712
reed engineering,__ PHASE IV~ LAKES OF COPPELL CHESHIRE DRIVE COPPELLt TEX~S REPORT NO. 4 Field Density Tests Depth Com- Below Unit pac- Final Dry Moisture tion- Test Block No./ S.G. Weight Content Curve Level _No., Lot No. ~feet} (DCf} (%) No. ~ 59 25 0.0 112.6 14.5 5 94.6 60 23 0.0 109.5 17.7 5 92.0 61 21 0.0 114.3 14.8 5 96.0 62 A/1 1.5 105.5 19.7 3/5 94.1 63 A/3 1.5 105.8 21.4 3/5 94.4 64 B/2 0.0 111.7 14.9 5 93.9 65 B/2 1.5 112.8 15.6 5 94.8 66 A/1 0.0 108.3 18.5 3/5 96.6 67 A/3 0.0 109.5 16.7 5 92.0 68 B/5 0.0 120.4 12.1 1 97.0 69 B/9 0.0 105.4 16.8 3/5 94.0 70 B/13 0.0 119.9 13.0 1 96.6 71 C/13 0.0 111.6 18.6 5 93.8 72 C/10 0.0 117.7 12.4 1 94.8 73 C/7 0.0 118.8 11.8 1 95.7 74 C/5 0.0 118.3 12.1 1 95.3 75 C/2 0.0 106.6 15.3 3/5 95.1 76 C/2 1.0 106.3 18.2 3/5 94.8 GEOTECHNICAL CONSULTANTS -- P1 ate 1