Laserfiche WebLink
' SOIL DESCRIPTION <br /> ' MOISTURE CONTENT CONSISTENCY AND DENSITY <br /> (assumes Modified Standard Penetration Test) <br /> DRY No perceptible moisture Fine-grained soils(consistency) <br /> ' -.-- - blows/foot <br /> Some perceptible moisture, very soft 0-2 <br /> DAMP no moisture remains on hands soft 2-4 <br /> sfter squeezing firm 4-8 <br /> ' stiff 8-16 Ccz <br /> MOIST Perceptible moisture,moisture very stiff 16-32 <br /> remains on hands after squeezing hard >32 <br /> Fine-grained soils(consistency) Mo <br /> WET Some pore/voids filled with liquid, blows/foot rE <br /> ' typical of capillary fringe very loose 0-4 no <br /> SATURATED All pores/voids filled with liquid, loose 4-10 <br /> free liquid visible,typical of medium-dense 10-30 <br /> ' - -- below ground water table dense 30-50 <br /> very dense over 50 <br /> GRADING <br /> Fii <br /> Well Graded <br /> Wide range of grain sizes and substantial 50 <br /> amounts of all intermediate particle sizes <br /> no, <br /> Poorly Graded <br /> Predominantly one grain size or is <br /> ' obviously missing intermediate grain sizes <br /> ' MODIFIERS <br /> trace <5% <br /> minor 5-12% <br /> ' some 12-20% <br /> Rely <br /> Una <br /> ' PERCENTAGES <br /> Dist <br /> ' 50% 12% El 20% 50% . <br /> Nol <br />