Loading...
HomeMy WebLinkAboutA-12-92.cpermProjectSR-178/Morning Drive InterchangeTested byKMDate07/30/12 Project No.11-110Calculated byKMDate07/31/12 LocationA-12-92Checked 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)751.56870.04 Length 7.62cmWt. Dry Soil+Container(gms)741.69770.50 Weight Before633.03gWt. Container (gms)609.91179.58 Wet Density123.81pcfMoisture, (%)7.4916.84 Dry Density115.18pcf Max. Dry Density (pcf)127.5 Sample TypeSample prepared by remoldingOptimum Moisture (%)7.5 to 90 % RC @ OptimumRelative Compaction (%)90.3 Trial No.Head, hOutflowTimeQ/Ath/LTemp.k H1 H2cmQ, mlsec°ccm/sec 194.017.876.25.6902.10.000110.000028.61.48E-05 294.017.876.25.6900.00.000110.000027.81.49E-05 394.016.377.75.8900.00.000210.1969281.51E-05 494.016.377.75.8900.00.000210.1969281.51E-05 594.014.779.36900.00.000210.406827.91.53E-05 694.014.779.36900.00.000210.406827.91.53E-05 794.012.181.96.2900.00.000210.748030.11.53E-05 894.012.181.96.2900.00.000210.748030.11.53E-05 994.010.084.07900.00.000211.023630.11.68E-05 1094.010.084.07900.00.000211.023630.11.68E-05 Corrected k20(cm/sec) :1.30E-05 CONDITION OF SPECIMEN CONSTANT HEAD PERMEABILITY TEST ASTM D2434 Manometers PERMEABILITY DATA