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All r <br /> SOIL DESCRIPTIONS <br /> ■ <br /> SLIGHTLY <br /> ORGANICS TO SILTY SAND <br /> 0 O1 FINE SAND TO SLIGHTLY SILTY FINE SAND (A- 3) <br /> OW SLIGHTLY CLAYEY FINE SAND (A- 2 - 4) <br /> 0 O3 CLAYEY FINE SAND (A- 2 - 6) <br /> ® ® ORGANIC VERY CLAYEY FINE SAND (A- 8) <br /> COLORS <br /> O LIGHT GRAY TO GRAY <br /> © LIGHT BROWN TO BROWN <br /> © DARK BROWN OR DARK GRAY <br /> DO VERY DARK GRAY TO BLACK <br /> NM NATURAL MOISTURE CONTENT IN PERCENT (ASTM D - 2216) <br /> - 200 (PERCENT PFINES��ASTM 200 <br /> 01140)E SIZE <br /> OC ORGANIC CONTENT IN PERCENT (ASTM D - 2974) <br /> LL LIQUID LIMIT IN PERCENT (ASTM D - 423) <br /> PI PLASTICITY INDEX IN PERCENT (ASTM D - 424) <br /> T. GROUNDWATER LEVEL MEASURED ON DATE DRILLED <br /> Q TYPICAL SEASONAL HIGH GROUNDWATER LEVEL <br /> GNE GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED <br /> A- 3 , A- 2 - 4 AASHTO SOIL CLASSIFICATION SYSTEM <br /> A - 2 - 6 <br /> WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR <br /> RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS <br /> CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND <br /> MAY BEENCOUNTERED . THE BORING LOGS AND RELATED INFORMATION ARE BASED ON THE <br /> DRILLER' S LOGS AND VISUAL EXAMINATION OF SELECTED SAMPLES IN THE LABORATORY . THE <br /> DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE <br /> DESCRIPTION REPRESENTS OUR INTERPRETATION OF SUBSURFACE CONDITIONS AT THE <br /> DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED . <br /> GROUNDWATER DEPTHS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER <br /> SURFACES ENCOUNTERED ON THE DATES SHOWN . FLUCTUATIONS IN WATER TABLE LEVELS <br /> SHOULD BE ANTICIPATED THROUGHOUT THE YEAR . ABSENCE OF WATER SURFACE DATA ON <br /> CERTAIN BORINGS IMPLIES THAT NO GROUNDWATER DATA IS AVAILABLE , BUT DOES NOT <br /> GROUNDWATERNECESSARILY MEAN THAT <br /> OR WITHIN THE VERTICAL R ACHESOF `TO <br /> HESEBORINGS T BE CIIN THE EFUTURE . ESE LOCATIONS <br /> NOTE : STATIONING AND OFFSET REFERENCED TO BASELINE OF CONSTRUCTION <br /> PROVIDED BY INDIAN RIVER COUNTY <br /> liiiiii MEN MEN MEN MEN <br /> LEGEND FOR FIGURES 4 & 5 <br /> Ardaman & Associates , Inc. <br /> Geotechnical, Environmental and <br /> Materials Consultants <br /> Oslo Road Improvement Project <br /> From 58th Avenue to 43rd Avenue <br /> Indian River County , Florida <br /> Ili rE rw. ,aaeovrn ar: <br /> 11 - 5420 WBC IIto <br /> 3 <br /> rill <br /> ` t 4r <br /> iT <br /> it X' rt tri <br /> ir <br /> r <br /> . . <br />