3600 SMITH AVE 2025-08-19 - Laserfiche WebLink

SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS MAJOR DIVISIONS SYMBOLS TYPICAL SYMBOLS TYPICAL GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS WELLGRADEDGRAVELS,GRAVEL CLEAN GRAVELS o C,° GW - GRAVEL SAND MIXTURES AC Asphalt Concrete ANDD (i GRAVELLY (LITTLE OR NO FINES) o 0C 13P GRAVELS, \ \ \ v SOILS 0 0 o o GP GRAVEL-SAND MIXTURES �� vvvviv CC Cement Concrete COARSE GRAVELS WITH GM SILTY GRAVELS,GRAVEL-SAND- GR GRAINED MORE THAN 50% FINES SI LT MIXTURES Crushed Rock/ SOILS OF COARSE CR FRACTION RETAINED o Quarry Spalls OF ON NO.4 SIEVE (APPRECIABLENES) NE AMOUNT o GC CLAY EY GRAVELS,GRAVEL-SAND- o CLAY MIXTURES SOD Sod/Forest Duff Sw WELL GRADED SANDS,GRAVELLY CLEAN SANDS SANDS MORE THAN 50% SAND RETAINED ON AND (LITTLE OR NO FINES) o TS Topsoil NO.200 SIEVE POORLYGRADEDSANDS,GRAVELLY SANDY SP SAND SOILS MORE THAN 50% SANDS WITH SM SILTY SANDS,SAND-SILT MIXTURES OF COARSE FINESGroundwater Contact FRACTION PASSING ON NO.4 SIEVE (aPPREciaaLEamouNTS`. CLAYEY SANDS,SAND-CLAY � Measured groundwater level in exploration, OF FINES) MIXTURES well,or piezometer INORGANIC SILTS,ROCK FLOUR, ML CLAYEY SILTS WITH SLIGHT PLASTICITY Measured free product in well or piezometer INORGANIC CLAYS OF LOW TO SILTS AND MEDIUM S SANDY(LAY GRAVELLY Graphic Log Contact CLAYS LIQUID LIMIT CL CLAYS,SANDY CLAYS,SILTY CLAYS, FINE LESS THAN 50 LEAN CLAYS GRAINED SOILS ORGAN IC SI LTS AN D ORGAN IC SI LTY Distinct contact between soil strata OL CLAYS OF LOW PLASTICITY / Approximate contact between soil strata MORE THAN 50% INORGANIC SILTS,MICACEOUS OR PASSING MH DIATOMACEOUS SILTY SOILS NO.200 SIEVE Material Description Contact SILTSAND D LIQUID LIMIT GREATERCH INORGANIC CLAYS OF HIGH Contact between geologic units THAN 50 PLASTICITY 0 o ORGANIC CLAYS AND SILTS OF ____ Contact between soil of the same geologic OH MEDIUM TO HIGH PLASTICITY unit HIGHLY ORGANIC SOILS PT PEAT,HUMUS,SWAMP SOILS WITH Laboratory/HIGH ORGANIC CONTENTS y/ Field Tests NOTE: Multiple symbols are used to indicate borderline or dual soil classifications %F Percent fines /oG Percent gravel AL Atterberg limits Sampler Symbol Descriptions CA Chemical analysis CP Laboratory compaction test ® 2.4-inch I.D.split barrel CS Consolidation test DD Dry density Standard Penetration Test(SPT) DS Direct shear ■ HA Hydrometer analysis Shelby tube MC Moisture content Piston MD Moisture content and dry density Mohs Mohs hardness scale Direct-Push OC Organic content PM Permeability or hydraulic conductivity M Bulk or grab PI Plasticity index PL Point load test ® Continuous Coring PP Pocket penetrometer SA Sieve analysis Blowcount is recorded for driven samplers as the number of U Triaxial compression blows required to advance sampler 12 inches(or distance noted). S Unconfined compression V See exploration log for hammer weight and drop. VS Vane shear "P"indicates sampler pushed using the weight of the drill rig. Sheen Classification NS No Visible Sheen "WOH"indicates sampler pushed using the weight of the SS Slight Sheen hammer. MS Moderate Sheen HS Heavy Sheen NOTE:The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions. Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made;they are not warranted to be representative of subsurface conditions at other locations or times. Key to Exploration Logs GWENGINEERS� Figure B-1 Rev 09/2020