4937 SEA BREEZE WAY 2017-01-13 - Laserfiche WebLink

UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL CLEAN GW WELL-GRADED, FINE TO COARSE GRAVEL COARSE - GRAVEL GRAVEL GP POORLY-GRADED GRAVEL GRAINED MORE THAN 50 °io GRAVEL OF COARSE FRACTION GM SILTY GRAVEL RETAINED ON SOILS N0.4 SIEVE WITH FINES GC CLAYEY GRAVEL SAND CLEAN SW WELL-GRADED SAND, FINE TO COARSE SAND SAND SP POORLY GRADED SAND MORE THAN 50 % RETAINED ON MORE THAN 50 % NO. 200 SIEVE OF COARSE FRACTION SAND SM SILTY SAND PASSES NO. 4 SIEVE WITH FINES SC CLAYEY SAND FINE - SILT AND CLAY ML SILT INORGANIC GRAINED LIQUID LIMIT CL CLAY LESS THAN 50 % SOILS ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT MORE THAN 50 % INORGANIC PASSES LIQUID LIMIT CH CLAY OF HIGH PLASTICITY, FLAT CLAY NO. 200 SIEVE 50 % OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT 3 � U NOTES: N m � 1) Field classification is based on visual SOIL MOISTURE MODIFIERS: o examination of soil in general N accordance with ASTM D 2488-93. Dry - Absence of moisture, dusty, dry to the touch a � 2) Soil classification using laboratory tests a is based on ASTM D 2488-93. Moist - Damp, but no visible water. r � a 0 3) Descriptions of soil density or Wet - Visible free water or saturated, a consistency are based on usually soil is obtained from a interpretation of blowcount data, below water table �, visual appearance of soils, and/or � test data. °' � Project Number ��` NELSON GEOTECHNICAL No. Date Revision sy cK LL 916915 Pepe Retaining Wall °�� m� ASSOCIATES, iNc. � 4,2�„5 Original DPN Bo 0 Soil Classification Chart GEOTECHNICAL ENGINEERS & GEOLOGISTS ¢ � Figure 3 i�3ii-i�su,n�d.nen-eon s��n�misnr,o��v�azz�s��-isr,� z Wou�llnville,W�9H0�2 Wenatcnec/GnCIan�609�6661686 � (�]!'�)�t)fi-1(ifi��/FiizAFl-��10 www.nnl�on9no�ech.r.om p N