Laserfiche WebLink
1 <br /> 7 i <br /> Hydraulic Conductivity <br /> C(MIPER. ASTM D 5084 <br />' Method C Falling Head Rising Tailwater <br /> Job No: 255-033F Boring: MW-4 Date. 08/27/03 <br /> Client- Advanced Geoenvironmental Sample. By: pJ <br /> Project- Ernies General Store Depth` 75' Remolded. <br /> Visual Classification- Grayish Brown Sifty SAND (cemented) <br /> Max Sample Pressures, psi. B = >0 95 ^e"ss an Indicatâ–ºort of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient. = 26 <br />' <br /> 435 39 38 5 <br /> Date Minutes Head, (in) K,cm/sec 9IE-04 <br /> 8/25/2003 000 51 69 Start of Test a Ir 04 <br />' 8/25/2003 025 4809 4 0E-04 79E-04 <br /> 8/25/2003 050 4529 3 7E-04 6tE-04 <br /> 8/25/2003 1 00 3849 4 1 E-04 m 57E-0, <br />' 8/25/2003 1 50 3309 4 2E-04 m 41E oa <br /> 8/25/2003 025 4809 4 0E-04 a <br /> 8/25/2003 050 4529 3 8E-04 37E <br />' 8/25/2003 075 4189 3 9E-04 <br /> 8/25/2003 1 00 3929 3 8E-04 <br /> OE-05 <br /> 00 05 10 15 20 <br /> Time,min <br /> 7, Average Permeability 4.E-04 cm/sec <br />' Sample Data: Initial Final <br /> Height, in 200 200 <br /> Diameter, in 1 92 192 <br /> Area, int 290 290 <br /> Volume m3 5,79 579 <br /> Total Volume, cc 9489 9489 <br /> Volume Solids, cc 5639 5639 <br /> Volume Voids, cc 3850 3850 <br /> Void Ratio 068 068 <br /> Porosity, % 406 406 <br /> Saturation, % 990 951 <br /> Specific Gravity 280 280 <br /> Wet Weight, gm 1960 1945 <br /> Dry Weight, gm 1579 1579 <br /> Tare, gm 000 000 <br /> Moisture, % 241 232 <br /> t Dry Density, pcf 1038 1038 <br /> I Remarks <br /> WEE <br /> E <br />