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KLEINFELDER PERMEABILITY TEST DATA SHEET 1/2 <br /> BEFORE TEST AFTER TEST JOB: Harney Lane Landfill <br /> SPECIMEN JOB No: 20-1008-49 <br /> PORTION WASH <br /> SAMPLE Light Brown <br /> SAMPLE DIAMETER (in) 1 .93 ///////I/ ////// DESCRIPTION: Sandy Clay <br /> MOIST SOIL +TARE (g) 276.6 447.6 ////// <br /> DRY SOIL + TARE (g) 0.0 400.4 0.0 <br /> LOSS OF WATER (g) 34.2 47.2 ////// BORING NO. : TP-1 <br /> TARE (g) 0.0 158.0 0.0 DEPTH: Remolded <br /> DRY SOIL (g) 242.5 = 242 .5 + 0.0 <br /> WET SOIL (g) 276.6 289.7 =_____ <br /> BY: ss <br /> MOISTURE CONTENT (%) 14 .1 19.5 DATE START: 3-16-94 <br /> SAMPLE HEIGHT (in) 2.87 =_______= DATE FINISH: 3-22-94 <br /> WET DENSITY (pcf) 125.5 <br /> DRY DENSITY (pcf) 110.0 UNIT No: E <br /> = 1.IE-04 cm/sec <br />