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.�wr �,., � .:�ua _ �.� adap,�r �:"�`P,. 3.'"'�.��v2��•�a',.G� '., �s �'�. YVr •�.+ �. `'�•. <br /> i <br /> PERMEABILITY TEST <br /> PROJECT NAME '4 PROJECT N0. DATE 2 <br /> SAMPLE NO. DEPTH TESTED BY <br /> /f-G <br /> SAMPLE DESCRIPTION <br /> BEFORE AF TER OVEN DRY <br /> SAMPLE DATA TEST TEST <br /> `l `l Z J <br /> ' DIAMETER (cm) 9 TARE N0. <br /> HEIGHT {cm) O ' ] I <br /> WET SOIL (9m) <br /> VOLUME (cl) .(j 33 00?, QS WT. OF.TARE + _ <br /> �• WT. OF WET SOIL (gm) i is t U �`t'(] <br /> T. <br /> WOF TARE+ DRY SOIL (pm) <br /> ' WT.OF DRY SOIL (gm) 2-2- <br /> WT. OF WATER (gm) �-�• 3�•� W7 OF TARE (gt") <br /> WT. OF WATER NO <br /> MOISTURE CONTENT(%) <br /> `��'•G <br /> DRY DENSITY (pci) <br /> •��� WT. OF DRY SOIL (gm) <br /> VOID RATIO (e) WATER CONTENT (°la) zq• r <br /> SATURATION (S) 100 <br /> i-i <br /> PRESSURE DATA CONFINING PRESSURE f psi <br /> R55�.t4,cG� BACK PRESSURE (bottom) is psi {top}-2-r—psi <br /> �$ _�•g� AVERAGE CONSOLIDATION PRESSURE psi <br /> - x ELAPSED BURETTE READING (cm) ,. <br /> PATE TIME TIME H(cm) TOP dT BOTTOM OB CHAMOER 6CH COMMENTS <br /> (sec) SdG e' A,Q <br /> 'Wal07 <br /> x <br /> ofq 9.3 x i0-1I <br /> x /0 <br /> F + 4 <br /> -22 <br /> Ci k U <br /> (', I •C 7r 7C G <br /> 1 7,3 x 0- <br /> i <br />