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-A. PERMEABILITY TEST =LL NO. 6-1 <br /> PROJECT NAME Forward, Inc. 116-1 . 1 PROJECT NO. 2394 DATEILZV2 . <br /> SAMPLE NO. 1 DEPTH - TESTED BY PCO <br /> SAMPLE DESCRIPTION Gray brown sandy silty CLAY <br /> BEFORE TEST HEIGHT 2.300 in. DIAMETER: 2.500 in o- 100 psi <br /> AFTER TEST HEIGHT 2.360 in.,DIAMETER. 2.480 :n. 8 R 95 psi <br /> BEFORE AFTER OVEN DRY <br /> TEST TEST <br /> WT.OF RING+WET SOIL(gm) PAN NO. <br /> WT.OF RING(gm) _ WT.OF PAN+WET SOIL (gm) 401 ,po <br /> WT.OF WET SOIL (gm) 336.07 36ko9WT.OF PAN+DRY SOIL (9m) 327.80 <br /> WT.OF DRY SOIL (gm) 291 -72 2 91-7 2 WT.OF PAN (grn) 36. <br /> WT.OF WATER (gm) 2 <br /> 46 <br /> MOISTURE CONTENT (%) 1 •2 __25. 1 WT.OF WATER (gm) 73.20 <br /> DRY_ DENSITY (pcf 1 98.4 97.4 WT OF DRY SOIL (9m) 291 -34 <br /> 00653 100660 WATER CONTENT (%) <br /> DATE READ TIME ELAPSED TEMPBURETTE READINGS <br /> ING TIME C CHAMBER. ®CH BOTTOM 4 TOP AT <br /> 1/2Z, 1 0721 18.5 1 .297 1 .760 .062 <br /> 2 0759 2280 19 1 .297 1 .731 .029 .092 030 <br /> 1/30 3 0705 21 1 .336 1 .752 .077 <br /> 4 0758 3180 21 1 .335 1 :723 .029 . 112 .035 <br /> 5 0902 3840 22 1 .341 1 .692 .031 . 142 .030 <br /> 6 0951 294o 22 1 .343 1 .670 .022 . 170 .028 <br /> e-(GUw/)j )-I 65-2.57 Est. S-GW-e(%) <br /> [AFTER <br /> ORE TEST .630 2 <br /> TEST .646 <br /> TER RATECH L-0.12 <br />