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HomeMy WebLinkAboutA-12-95.cpermProjectSR-178/Morning Drive InterchangeTested byKMDate08/01/12 Project No.11-110Calculated byKMDate08/01/12 LocationA-12-95Checked 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)765.62800.22 Length 7.62cmWt. Dry Soil+Container(gms)752.81800.22 Weight Before566.53gWt. Container (gms)616.65151.54 Wet Density110.80pcfMoisture, (%)9.410.00 Dry Density101.27pcf Max. Dry Density (pcf)112.5 Sample TypeSample prepared by remoldingOptimum Moisture (%)9.5 to 90 % RC @ OptimumRelative Compaction (%)90.0 Trial No.Head, hOutflowTimeQ/Ath/LTemp.k H1 H2cmQ, mlsec°ccm/sec 194.015.178.97.4900.00.000210.354325.91.90E-05 294.015.178.97.4900.00.000210.354325.91.90E-05 394.013.180.97.8900.00.000210.616825.91.95E-05 494.013.180.97.8900.00.000210.616825.91.95E-05 594.011.182.98900.00.000210.879325.91.95E-05 694.011.182.98900.00.000210.879325.91.95E-05 794.09.184.98.1900.00.000211.1417261.93E-05 894.09.184.98.1900.00.000211.1417261.93E-05 994.06.787.38.2900.00.000211.456726.11.90E-05 1094.06.787.38.2900.00.000211.456726.11.90E-05 Corrected k20(cm/sec) :1.68E-05 CONDITION OF SPECIMEN CONSTANT HEAD PERMEABILITY TEST ASTM D2434 Manometers PERMEABILITY DATA