Laserfiche WebLink
CLIENT R.J. Behar & Company, Inc. <br />PROJECT NUMBER B-14-124 <br />PROJECT NAME Samson Oceanfront Park <br />PROJECT LOCATION Sunny Isles, FL <br />SAMPLER SYMBOLSLITHOLOGIC SYMBOLS <br />(Unified Soil Classification System) <br />KEY TO SYMBOLS <br />Standard Penetration <br />Test <br />Standard Penetration Resistances <br />FILL: Fill <br />SP: Poorly-graded Sand <br />SM: Silty Sand <br />SP-SM: Poorly-graded Sand with Silt <br />WLS: Weathered Limestone <br />ABBREVIATIONSSOIL BOUNDARY CLASSIFICATIONS <br />Coarse <br />Cobbles <br />ConsistenceyNo. of Blows <br />0 - 2 <br />3 - 4 <br />5 - 8 <br />16 - 30 <br />Very Soft <br />Soft <br />Firm <br />Stiff <br />Very Stiff <br />ConsistenceyNo. of Blows <br />10 - 20 <br />21 - 50 <br />51 - 50/3" <br />Soft <br />WOR = Weight of Rod <br />Water Level at Time Drilling, <br />or as Shown <br />Water Level After 24 Hours, <br />or as Shown <br />SILT or CLAY <br />GRAVEL <br />Greater than 30Hard <br />Medium <br />Hard <br />Very Hard <br />LIMESTONE <br />Greater than 50/3" <br />LIMESTONE <br />WOH = Weight of Hammer <br />SAND <br />Fine FineCoarseMedium <br />FINE <br />GRAINED <br />SOILS <br />#40 <br />Sieve <br />COARSE GRAINED SOILS <br />3-inch12-inch3/4-inch#4 <br />Sieve <br /># 200 <br />Sieve <br />#10 <br />Sieve <br />Ground Water Level Measurements <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />LL <br />PI <br />W <br />DD <br />NP <br />-200 <br />PP <br />LIQUID LIMIT (%) <br />PLASTICITY INDEX (%) <br />MOISTURE CONTENT (%) <br />DRY DENSITY (PCF) <br />NON PLASTIC <br />PERCENT PASSING NO. 200 SIEVE <br />POCKET PENETROMETER (TSF) <br />Boulders <br />0 - 4 <br />5 - 10 <br />11 - 30 <br />31 - 50 <br />Greater than 50 <br />Very Loose <br />Loose <br />Medium Dense <br />Dense <br />Relative Density <br />Very Dense <br />SAND & <br />GRAVEL <br />No. of Blows <br />9 - 15 <br />SILT & <br />CLAY