The URL can be used to link to this page

Home My WebLink AboutA-12-93.cpermProjectSR-178/Morning Drive InterchangeTested byKMDate07/30/12 Project No.11-110Calculated byKMDate07/31/12 LocationA-12-93Checked byAPDate08/01/12 Boring No.B-0Depth1-5feet Soil DescriptionSand w/silt, fine-coarse grained, sl. plasticMax. Size:¾" BeforeAfter Diameter7.30cmContainer No. Sample Area41.88cm2 Wt. Wet Soil+Container(gms)757.49845.42 Length 7.62cmWt. Dry Soil+Container(gms)746.61704.10 Weight Before599.52gWt. Container (gms)609.90148.51 Wet Density117.25pcfMoisture, (%)7.9625.44 Dry Density108.61pcf Max. Dry Density (pcf)120.5 Sample TypeSample prepared by remoldingOptimum Moisture (%)8.0 to 90 % RC @ OptimumRelative Compaction (%)90.1 Trial No.Head, hOutflowTimeQ/Ath/LTemp.k H1 H2cmQ, mlsec°ccm/sec 194.017.276.810143.80.001710.078730.71.65E-04 294.017.276.810143.30.001710.078730.51.65E-04 394.015.278.810142.90.001710.341230.71.62E-04 494.015.278.810142.80.001710.341230.71.62E-04 594.010.583.510142.20.001710.958030.81.53E-04 694.010.583.510142.20.001710.958030.81.53E-04 794.08.585.510141.20.001711.220530.71.51E-04 894.08.585.510141.10.001711.220530.71.51E-04 994.03.990.110135.10.001811.824130.91.49E-04 1094.03.990.110135.10.001811.824130.91.49E-04 Corrected k20(cm/sec) :1.21E-04 CONDITION OF SPECIMEN CONSTANT HEAD PERMEABILITY TEST ASTM D2434 Manometers PERMEABILITY DATA