Laserfiche WebLink
~ • • • • • • <br />• • <br />• <br />TABLE B-I <br />SUMMARY OF LABORATORY TEST RESULTS <br />• • A <br />• <br />JOB NO. 18,714 <br />PAGE 2 OF 2 <br /> MAX. PROCTOR RELATIVE ATTERBERG LIMITS DIRECT SHEAR TESTING PERMEABILITY <br />SAMPLE TYPE <br />AND DESCRIPTION DENSITY AND <br />OPT. MOISTUR <br />PCF % DENSITY <br />MIN/MAX <br />PCF I.iouiD <br />LIMIT <br />(~ PLASriclrr <br />INDIX <br />% <br />CONDITION <br />Phi <br />Peak es. <br />COHESION <br />PSF AT 90% OF PROCTOR <br /> <br />CM /SEC <br /> <br />UNPROCESSED COAL 85.0 @11.5 62 / 82 N.L. N.P. Loose, 72% of <br />(BULK SAMPLE) '87.5 @ 8.5 Proctor, flooded 43139 0 8 x 10E-3 <br /> <br /> 89%ofProctor <br /> 1 % above opt. 50 / 48 0 <br /> <br />PROCESSED COAL 94.0 @ 9.5 64 / 85 30 N.P. 87% of Proctor <br />(BULK SAMPLE) '104.0 @ 7.0 0.7% above opt. 51 / 48 0 4 x 10E-3 <br /> <br /> 90% of Proctor <br /> 1.8% above opt. 53 / 50 0 <br /> <br /> <br />INDIVIDUAL PIECE Specific Gravity = 1.26 <br />OF COAL <br /> <br /> <br />INDIVIDUAL PIECE Specific Gravi = 2.34 <br />OF SHALE <br /> <br /> <br /> <br /> <br /> <br />• Corrected for Large Sized Parocles (per ASTM D 4718) <br />