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KLEINFELDER PERMEABILITY TEST DATA SHEET 1/2 <br /> BEFORE TEST AFTER .TES JOB: Harney Lane Landfill <br /> SPECIMEN JOB No: 20-1008-49 <br /> PORTION WASH <br /> SAMPLE Light Brown <br /> SAMPLE DIAMETER (in) 1 .93 ///////// ////// DESCRIPTION: Sandy Clay <br /> MOIST SOIL +TARE (g) 281 .9 489.9 ////// <br /> DRY SOIL + TARE (g) 0.0 432 .5 0. <br /> LOSS OF WATER (g) 33 .0 57.4 ////// BORING NO. : TP-3 <br /> TARE (g) 0.0 183 .6 0.0 DEPTH: Remolded <br /> DRY SOIL (g) 248.9 = 248.9 + 0. <br /> WET SOIL (g) 281 .9 306.3 =_____ <br /> BY: SS <br /> MOISTURE CONTENT (%) 13 .3 23 .1 DATE START: 3-16-94 <br /> SAMPLE HEIGHT (in) 3 .13 =_______= DATE FINISH: 3-22-94 <br /> WET DENSITY (pcf) 117.3 <br /> DRY DENSITY (pcf) 103 .6 UNIT No: F <br /> s s <br /> e s <br /> = 1 .6E-04 cm/sec <br />