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<br />u <br />• <br />PERMEABILITY TEST -BACK PRESSURE SATURATED -FLOW PUMP METHOD <br />ASTM D 5084 <br />CLIENT Geo-Con <br />BORING NO. <br />DEPTH <br />SAMPLE NO. <br />SOIL DESCR. <br />LOCATION <br />CONF. PRES. PSF <br />MOISTUREIDENSITY <br />DATA <br />Wt. Soil + Moisture (g) <br />Wt. Wet Soil & Pan (g) <br />Wt. Dry Soil & Pan (g) <br />Wt. Lost Moisture (g) <br />Wt. of Pan Only (g) <br />Wt. of Dry Soil (g) <br />Moisture Content <br />Wet Density PCF <br />Dry Density PCF <br />Init. Diameter (in) <br />Init. Area (sq in) <br />Init. Height (in) <br />Vol. Bef. Consol. (cu ft) <br />Vol. After Consol. (cu ft) <br />Porosity <br />32+00 <br />Slump 4" <br />POS-003-04 <br />#POS-003 <br />Carma Bayshore <br />1440 <br />BEFORE <br />TEST <br />244.0 <br />252.3 <br />199.5 <br />52.8 <br />8.3 <br />191.2 <br />27.6 <br />116.7 <br />91.4 <br />1.869 <br />2.744 <br />2.904 <br />0.00461 <br />0.00371 <br />35.41 <br />AFTER <br />TEST <br />JOB NO. 2340-22 <br />SAMPLED <br />TEST STARTED <br />TEST FINISHED <br />CELL NUMBER <br />SATURATED TEST <br />TEST TYPE <br />11-14-06 <br />11-21-06 BKL/CAL <br />12-01-06 CAL <br />•8P <br />Yes <br />TX/Php <br />228.4 <br />236.7 <br />199.5 <br />37.2 <br />8.3 <br />191.2 <br />19.5 <br />135.8 <br />113.6 <br />(cm) 4.747 <br />(sq cm) 17.701 <br />(cm) 7.376 <br />FLOW PUMP CALCULATIONS <br />Pump Setting <br />Velocity CM/Sec <br />O (cUs) <br />Height <br />Diameter <br />Pressure (psi) <br />Area after consol. (cm'cm) <br />Gradient <br />Permeability k (cm/s) <br />Back Pressure (psi) <br />Cell Pressure (psi) <br />Ave. Effective Stress (psi) <br />Data entry by: SR Date: <br />Checked by: 6 k ~ Date: I~.(,. tNo <br />FileName: GFP03200 <br />15 <br />9.85E-OS <br />3.15E-06 <br />2.851 <br />1.692 <br />0.942 <br />14.505 <br />9.146 <br />2.4E-OS <br />38.0 <br />48.0 <br />9.529 <br />12/06/2006 <br />ADVANCED TERRA TESTING, INC. <br />