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HomeMy WebLinkAboutA-12-96.cpermProjectSR-178/Morning Drive InterchangeTested byKMDate08/01/12 Project No.11-110Calculated byKMDate08/01/12 LocationA-12-96Checked 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)773.26830.91 Length 7.62cmWt. Dry Soil+Container(gms)762.03830.91 Weight Before613.45gWt. Container (gms)610.06148.92 Wet Density119.98pcfMoisture, (%)7.390.00 Dry Density111.72pcf Max. Dry Density (pcf)124.0 Sample TypeSample prepared by remoldingOptimum Moisture (%)7.0 to 90 % RC @ OptimumRelative Compaction (%)90.1 Trial No.Head, hOutflowTimeQ/Ath/LTemp.k H1 H2cmQ, mlsec°ccm/sec 194.016.477.610180.00.001310.183728.31.30E-04 294.016.477.610179.50.001310.183728.51.31E-04 394.014.379.710169.30.001410.459328.41.35E-04 494.014.379.710169.20.001410.459328.41.35E-04 594.012.381.710165.40.001410.721828.21.35E-04 694.012.381.710165.90.001410.721828.21.34E-04 794.010.383.710162.00.001510.984328.31.34E-04 894.010.383.710161.40.001510.984328.31.35E-04 994.08.285.810158.10.001511.259828.31.34E-04 1094.08.285.810158.30.001511.259828.31.34E-04 Corrected k20(cm/sec) :1.10E-04 CONDITION OF SPECIMEN CONSTANT HEAD PERMEABILITY TEST ASTM D2434 Manometers PERMEABILITY DATA