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r r <br /> Hydraulic Conductivity _ k <br /> 40 ASTM D 5084 `° <br /> Method C Falling Head Rising Tailwater <br /> Y5bs�' . p" iKYMMter� sL.":LC'vC1L3L a:6.� A.`#�n+-..YsE i$n. fy '+FR'.'d�{ldre.+%Y�dSt81:. <br /> Job No. 255-027A Boring: 12 Date. 11/06/02 <br /> Client- dvanced GeoEnvironment Sample- By. DC <br /> Project- Herrman & Hellen's Manna Depth' 26' Remolded. <br /> Visual Classification: dark brown PEAT wlsilt <br /> Max Sample Pressures, psi B = >0 95 ("B"Is an Indication of saturation) <br /> Cell Bottom - Top Avg Sigma 3 Max Hydraulic Gradient = 29 <br /> 44 40 38 5 3 OE-06 <br /> Date Minutes Head, (in) K,cmisec <br /> 10/29/02 000 7438 Start of Test 2 5E-06 <br /> 10/29/02 6000 7148 2 5E-06 <br /> 10/29/02 15000 6788 2 2E-06 2 0E-06 <br /> 10/30/02 6200 7213 1 9E-06 1 6E-06 <br /> 10/30/02 12000 7013 1 8E-06 E <br /> 10/30/02 18000 6828 1 7E-06 a i o&o6 <br /> 10/30/02 24000 6648 1 6E-06 <br /> 10/30/02 30000 6478 1 6E-06 s of-07 <br /> o OE+0o <br /> 4- <br /> 00 1000 2000 3000 4000 <br /> Time, min <br /> Average Permeability 2.E-06 cmisec <br /> Sample Data: Initial Final <br /> Height, in 258 258 <br /> Diameter, in 1 58 157 <br /> Area, int 196 1.93 <br /> Volume in3 <br /> 506 498 <br /> Total Volume, cc 8289 81 58 <br /> Volume Solids, cc 11 99 11 99 <br /> Volume Voids, cc 70.90 6958 <br /> Void Ratio 591 5.80 <br /> Porosity, % 8553 8530 <br /> Saturation, % 94.60 10051 <br /> Specific Gravity 147 147 <br /> Wet Weight, gm 1 847 876 <br /> Dry Weight, gm 176 176 <br /> Tare, gm 000 000 <br /> Moisture, % 3804 3967 <br /> Density, cf 133 135 <br /> emarks <br />