Laserfiche WebLink
i <br /> Hydraulic Conductivity <br /> C®PER { <br /> ASTM D 5084 <br /> 1 <br /> Method C Falling Head Fusing Tadwater <br /> Job No 258-011 a Boring MW-101 Date. 03/21/03 <br /> ' Client. Geological Technics Sample By DC <br /> Project 989-2 Depth' 26' Remolded. <br /> ' Visual Classification- brown sandy CLAY <br /> Max Sample Pressures, psi: B = >0 95 ("B^is an Indication of saturation) <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient. = 21 <br /> ' 535 49 48 5 1 6E-07 - <br /> Date Minutes Head, (in) K,cmisec , <br /> 3117/03 000 5169 Start of Test 1 2E 07 <br /> ' 3/17/03 14500 51 19 1 3E-07 1 °7 <br /> 3/18/03 16000 51 09 1 5E-07 10E-07 <br /> 3/18/03 29300 5089 1 1 E-07 E s of 0s } <br /> ' 3I18f03 732 00 49 89 9 7E-08 E <br /> 3/19/03 138400 4849 1 0E-07 a s °�`°$ <br /> I <br /> ' a 0E-08 <br /> 2 of-0a <br /> 0 0E+00 I I <br /> M00 5000 10000 15000 <br /> Time,min <br /> i v7 <br /> 1+�;%` ' '„; 7 7 <br /> {; Average Permeability 1 E-07 cm/sec $ 777 77 <br /> 7 ,a,t <br /> Sample Data. Initial Final <br /> ' Height, in 250 250 <br /> Diameter, in 191 193 <br /> Area, int 287 291 <br /> ' Volume in3 716 728 <br /> Total Volume, cc 11738 11923 <br /> Volume Solids, cc 7322 7322 <br /> ' Volume Voids, cc 4416 4601 <br /> Void Ratio 060 063 <br /> ' Porosity, % 3762 3859 <br /> Saturation, % 9942 9955 <br /> Specific Gravity 273 273 <br /> 1 Wet Weight, gm 2438 2457 <br /> Dry Weight, gm 1999 1999 <br /> Tare, gm 000 000 <br /> ' Moisture, % 220 229 <br /> Dry Density, pcf 1063 1046 <br /> Remarks <br />