SHI Builders West Orange NJ Prelim GI SWM Report 1

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Geotechnical Terms and Symbols

245 Main Street; Suite 110 Chester, NJ 07930 908-879-9229: Fax 908-879-0222 GEOTECHNICAL TERMS AND SYMBOLS SAMPLE IDENTIFICATION The Unified Soil Classification System is used to identify the soil unless otherwise noted. SOIL PROPERTY SYMBOLS N: Standard Penetration Value: Blows per ft. or a 140 lb. hammer falling 30” on a 2” O.D. split-spoon. Qu: Unconfined compressive strength, TSF. Qp: Penetrometer value, unconfined compressive strength, TSF. Mc: Moisture content, % LL: Liquid limit, % PI: Plasiticity index, % įd: Natural dry density, PCF. ź: Apparent groundwater level at time noted after completion of boring. = DRILLING AND SAMPLING SYMBOLS NE: Not Encountered (Groundwater was not encountered) SS: Split-Spoon – 1Ǫ” I.D., 2” O.D., except where noted ST: Shelby Tube – 3” O.D., except where noted AU: Auger Sample OB: Diamond Bit CB: Carbide Bit WS: Washed Sample RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Term (Non-Cohesive Soils) Standard Penetration Resistance Very Loose 0-4 Loose 4-10 Medium Dense 10-30 Dense 30-50 Very Dense Over 50 Term (Cohesive Soils) Qu (TSF) Very Soft 0-0.25 Soft 0.25-0.50 Firm (Medium) 0.50-1.00 Stiff 1.00-2.00 Very Stiff 2.00-4.00 Hard 4.00 + PARTICLE SIZE Boulders 8 in. + Coarse Sand 5mm-0.6mm Silt 0.074mm-0.005mm Cobbles 8 in. – 3 in. Medium Sand 0.6mm-0.2mm Clay - 0.005mm Gravel 3 in. – 5mm Fine Sand 0.2mm – 0.074mm

USCS Standard Classification System

UNIFIED SOIL CLASSIFICATION SYSTEM - ASTM D2488 GROUP LETTER MAJOR DIVISION ‘SyMiBOL. | SYMBOL, GROUP NAME craverwry [Bg ow Well-graded GRAVEL * 5% FINES on Qe-co(Y GP Poorly graded GRAVEL Ae AND: Mr Ls ig) cwcm Well-graded GRAVEL with silt SOILS MORETHAN | GRAVELWTH [°@*, Gw.cc Well-graded GRAVEL with clay 50% OF BETWEEN 5% Z FeeOReE, | ANDISHFINES LOT ty GP-cM Poorly graded GRAVEL with silt RETAINED ON q NO. 4 SIEVE fay GP-GC Poorly graded GRAVEL with clay = crave.wrn POPeeC] SM Silty GRAVEL oe > 18% FINES BANE Gc Clayey GRAVEL CONTAINS eo MORE THAN 50% FINES Scans: Poorly graded SAND SAND AND Well-graded SAND with silt SANDY SOILS. MORE: THAN GANDIWTH Well-graded SAND with clay COARSE BETWEEN 5% FRACTION | AND 15% FINES Poorly graded SAND with silt PASSING ON NO. 4 SIEVE Poorly graded SAND with clay SAND ‘SAND WITH saa 2 15% FINES Clayey SAND Inorganic SILT with low plasticity LESS HAN 0 Lean inorganic CLAY with low plasticity FINE GRAINED sit Organic SILT with low plasticity CONTAINS au MORE THAN CLAY Elastic inorganic SILT with moderate to high plasticity 50% FINES LIQUID LIMIT SREATER Fat inorganic CLAY with moderate to high plasticity Organic SILT or CLAY with moderate to high plasticity HIGHLY ORGANIC SOILS PEAT soils with high organic contents NOTES: 1) Sample descriptions are based on visual field and laboratory observations using classification methods of ASTM D2488. Where laboratory data are available, classifications are in accordance with ASTM D2487. 2) Solid lines between soil descriptions indicate change in interpreted geologic unit. Dashed lines indicate stratigraphic change within the unit. 3) Fines are material passing the U.S. Std. #200 Sieve.