Loading...
HomeMy WebLinkAboutA-12-91.cpermProjectSR-178/Morning Drive InterchangeTested byKMDate07/30/12 Project No.11-110Calculated byKMDate08/01/12 LocationA-12-91Checked byAPDate08/01/12 Boring No.B-0Depth1-5feet Soil DescriptionSand w/silt, fine-coarse grainedMax. Size:Max. BeforeAfter Diameter7.30cmContainer No. Sample Area41.88cm2 Wt. Wet Soil+Container(gms)808.89815.35 Length 7.62cmWt. Dry Soil+Container(gms)794.66815.35 Weight Before611.48gWt. Container (gms)616.72149.74 Wet Density119.59pcfMoisture, (%)8.000.00 Dry Density110.74pcf Max. Dry Density (pcf)122.5 Sample TypeSample prepared by remoldingOptimum Moisture (%)8.0 to 90 % RC @ OptimumRelative Compaction (%)90.4 Trial No.Head, hOutflowTimeQ/Ath/LTemp.k H1 H2cmQ, mlsec°ccm/sec 194.017.077.010274.50.000910.105024.78.61E-05 294.017.077.010272.20.000910.105025.78.68E-05 394.015.178.910269.50.000910.354326.18.56E-05 494.015.178.910268.90.000910.354326.38.58E-05 594.013.180.910260.20.000910.616826.58.64E-05 694.013.180.910260.40.000910.616826.58.64E-05 794.011.282.810257.20.000910.866126.78.54E-05 894.011.282.810257.10.000910.866126.78.55E-05 994.09.085.010249.10.001011.154926.88.59E-05 1094.09.085.010249.60.001011.154926.88.58E-05 Corrected k20(cm/sec) :7.70E-05 CONDITION OF SPECIMEN CONSTANT HEAD PERMEABILITY TEST ASTM D2434 Manometers PERMEABILITY DATA