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PERMEABILITY TEST • BACK PRESSURE SATURATED • FL01N PUMP METHOD <br />ASTM D 5084 <br />CLIENT URS CorporaUOn <br />BORING NO. TH-15 <br />DEPTH 33.5' <br />SAh1PLE NO. <br />SOIL DESCR Prolecl k22238240 <br />LOCATION Platte Sand 8 Gravel Slur ry Wald <br />CONF PRES.PSF 2500 <br />h101STURE~DENSITY BEFORE AFTER <br />pATA TEST TEST <br />WL Soil + Moisture (g) 246.9 254 5 <br />Wt. Wet Soil 8 Pan (g) 255.4 263 0 <br />1Nt Dry Soil & Pan (g) 219.9 219.9 <br />Wt Losthfo~swro (g) 35.4 a30 <br />Wt of Pan Only (g) 8.4 8.4 <br />Wt. of Dry• Sad l9) 211.5 211.5 <br />Mosture Conlont °.b 16.8 20.3 <br />bVet Densty PCF 124.4 128 0 <br />Dry Densuy PCF 708.5 706 4 <br />TEST STARTED 09-76.05 CAL <br />TEST FItJtSHED 09.22.05 CAL <br />CELL NUh18ER tOp <br />SATURATED TEST Yes <br />TEST TYPE TX/Pbp <br />Init. Diameter (in) 7.634 (cm) 4.658 <br />Init. Area Isq In) 2.642 fsq cm) 77.044 <br />Imt. Height (m) 2.863 (cm) 7.272 <br />Vol. Bel Consul. (cu fll 0.00438 <br />Vol. After Consul. (cu tt) 0.00438 <br />Porosity °6 34 65 <br />FLOW PUMP CALCULATI ONS <br />Pump Setting 99 <br />Velocity CAtrSec 6.50E-04 <br />O {cus) 2.08E-05 <br />Heigh) 2.845 <br />Diameter 1.840 <br />Pressure (psr) 0 C09 <br />Area aher consul. (Cm'cm) 17.754 <br />Gradient 0.087 <br />Permeability k (curls) 1.4E-05 <br />Back Prossure (psi) 48.0 <br />Cell Pressure (psr) 65.4 <br />Ave. Efiechve Stress (psi) 17 396 <br />Brown Sandstone <br />Data entry hy, SR Date: 0912312005 <br />FJaNam•: ,".'CP0335 ADVANCED TERRA TESTING. INC <br />