Laserfiche WebLink
LOG OF EXPLORATORY BORING <br /> GROUND SURFACE ELEVATION: FEET BORING NO. 4 <br /> (Sheet 1 of 3) <br /> a <br /> Natural � o <br /> Moisture Dry Penet- .B 3 n <br /> a >E DESCRIPTION <br /> Liquid Plasticity Content Density ration ® re y <br /> Limit Index Percent lbs./Cu.Ft. Slows/Ft. <br /> ® (CL) Black silty CLAY - dry to <br /> moist with depth <br /> Grading brown <br /> 4. <br /> 5 — <br /> ® Grading to some medium sand <br /> moist <br /> 10 <br /> (SM) Brown SAND with silt and <br /> ® gravel - moist <br /> (ML) Brown SILT with some clay - <br /> moist <br /> CC <br /> 15 Grading to more clay <br /> ol <br /> ® (CL) Brown silty CLAY - moist <br /> A <br /> I= <br /> '0 <br /> Q� <br /> u <br /> v20 Grading to more moisture <br /> 25 — <br /> N <br /> 30 <br /> t <br /> N <br /> 1 <br /> ® Grading to damp <br /> o - <br /> ® u <br /> 35 Grading to moist <br /> ® 40 Some medium gravel <br /> z <br /> 0 <br /> z <br /> u REMARKS: <br /> v <br /> i. 2 <br /> Cal n. <br /> re 0*6*1N <br /> Efncofl <br /> FE 1 ($'71( ASSOCIATES <br />