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HomeMy WebLinkAboutA-12-97.cpermProjectSR-178/Morning Drive InterchangeTested byKMDate08/01/12 Project No.11-110Calculated byKMDate08/01/12 LocationA-12-97Checked byAPDate08/01/12 Boring No.B-0Depth1-5feet Soil DescriptionSilty Sand w/gravelMax. Size:¾" BeforeAfter Diameter7.30cmContainer No. Sample Area41.88cm2 Wt. Wet Soil+Container(gms)801.56799.17 Length 7.62cmWt. Dry Soil+Container(gms)784.67799.17 Weight Before586.90gWt. Container (gms)616.71149.92 Wet Density114.79pcfMoisture, (%)10.060.00 Dry Density104.30pcf Max. Dry Density (pcf)115.5 Sample TypeSample prepared by remoldingOptimum Moisture (%)9.5 to 90 % RC @ OptimumRelative Compaction (%)90.3 Trial No.Head, hOutflowTimeQ/Ath/LTemp.k H1 H2cmQ, mlsec°ccm/sec 194.017.876.210816.80.000310.000029.32.92E-05 294.017.876.210815.90.000310.000029.32.93E-05 394.016.078.010769.70.000310.236230.43.03E-05 494.016.078.010769.30.000310.236230.43.03E-05 594.013.780.310753.90.000310.538130.13.01E-05 694.013.780.310754.20.000310.538130.13.00E-05 794.011.882.210747.00.000310.787429.92.96E-05 894.011.882.210747.20.000310.787429.92.96E-05 994.09.984.110739.90.000311.036730.72.92E-05 1094.09.984.110740.30.000311.036730.72.92E-05 Corrected k20(cm/sec) :2.40E-05 CONDITION OF SPECIMEN CONSTANT HEAD PERMEABILITY TEST ASTM D2434 Manometers PERMEABILITY DATA