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REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) <br />GROUP SYMBOLS AND NAMES <br />Description <br />Graphic/Symbol <br />Group Names <br />Graphic/Symbol <br />Group Names <br />5 -10 <br />Medium Dense <br />Well -graded GRAVEL <br />0 <br />30 - 50 <br />Lean CLAY <br />Greater than 50 <br />GW <br />3/4 - 3 <br />Fine <br />1/5 - 3/4 <br />Lean CLAY with SAND <br />! • . <br />Coarse <br />Well -graded GRAVEL with SAND <br />Medium <br />1/64 - 1/16 <br />Lean CLAY with GRAVEL <br />1/300 - 1/64 <br />Silt and Clay <br />Less than 1/300 <br />CL <br />SANDY lean CLAY <br />SANDY lean CLAY with GRAVEL <br />o101 <br />Poorly -graded GRAVEL <br />0 0 0" <br />0 0o C <br />00 <br />GP <br />Poorly -graded GRAVEL with SAND <br />GRAVELLY lean CLAY <br />GRAVELLY lean CLAY with SAND <br />Well -graded GRAVEL with SILT <br />SILTY CLAY <br />GW -GM <br />Well -graded GRAVEL with SILT and SAND <br />SILTY CLAY with SAND <br />SILTY CLAY with GRAVEL <br />CL -ML <br />SANDY SILTY CLAY <br />SANDY SILTY CLAY with GRAVEL <br />Well -graded GRAVEL with CLAY <br />(or SILTY CLAY) <br />GW -GC <br />ell -graded GRAVEL with CLAY and SAND <br />GRAVELLY SILTY CLAY <br />(or SILTY CLAY and SAND) <br />GRAVELLY SILTY CLAY with SAND <br />o� <br />Poorly -graded GRAVEL with SILT <br />SILT <br />o <br />GP -GM <br />SILT with SAND►s <br />°o <br />Poorly -graded GRAVEL with SILT and SAND <br />SILT with GRAVEL <br />ML <br />SANDY SILT <br />o <br />00 0 <br />Poorl - raded GRAVEL with CLAY <br />(or S�L Y CLAY) <br />SANDY SILT with GRAVEL <br />oGP-GC <br />Poorly -graded GRAVEL with CLp,Y and <br />GRAVELLY SILT <br />0 0� <br />SAND for SILTY CLAY and SAND) <br />GRAVELLY SILT with SAND <br />o <br />SILTY GRAVEL <br />ORGANIC lean CLAY <br />GM <br />ORGANIC lean CLAY with SAND <br />0 0� <br />SILTY GRAVEL with SAND <br />ORGANIC lean CLAY with GRAVEL <br />OL <br />SANDY ORGANIC lean CLAY <br />SANDY ORGANIC lean CLAY with GRAVEL <br />CLAYEY GRAVEL <br />GC <br />GRAVELLY ORGANIC lean CLAY <br />oD <br />CLAYEY GRAVEL with SAND <br />GRAVELLY ORGANIC lean CLAY with SAND <br />SILTY, CLAYEY GRAVEL <br />ORGANIC SILT <br />GC -GM <br />ORGANIC SILT with SAND <br />SILTY, CLAYEY GRAVEL with SAND <br />ORGANIC SILT with GRAVEL <br />OL <br />SANDY ORGANIC SILT <br />SANDY ORGANIC SILT with GRAVEL <br />Well -graded SAND <br />SW <br />GRAVELLY ORGANIC SILT <br />Well -graded SAND with GRAVEL <br />GRAVELLY ORGANIC SILT with SAND <br />Poorly -graded SAND <br />Fat CLAY <br />SP <br />Fat CLAY with SAND <br />Poorly -graded SAND with GRAVEL <br />Fat CLAY with GRAVEL <br />CH <br />SANDY fat CLAY <br />Well -graded SAND with SILT <br />SANDY fat CLAY with GRAVEL <br />SW -SM <br />GRAVELLY fat CLAY <br />Well -graded SAND with SILT and GRAVELGRAVELLY <br />fat CLAY with SAND <br />roell-graded SAND with CLAY <br />Elastic SILT <br />X <br />SW -SC <br />for SILTY CLAY) <br />Well -graded SAND with CLAY and GRAVEL <br />SILTY CLAY GRAVEL) <br />Elastic SILT with SAND <br />Elastic SILT with GRAVEL <br />(or and <br />MH <br />SANDY elastic SILT <br />Poorly -graded SAND with SILT <br />SANDY elastic SILT with GRAVEL <br />SP -SM <br />GRAVELLY elastic SILT <br />Poorly -graded SAND with SILT and GRAVEL <br />GRAVELLY elastic SILT with SAND <br />(or SILTYraded SAND with CLAY <br />ORGANIC fat.CLAY <br />SP -SC <br />_ <br />Poorly graded SAND with CLAY and <br />GRAVEL SILTY CLAY GRAVEL) <br />ORGANIC fat CLAY with SAND <br />ORGANIC fat CLAY with GRAVEL <br />for and <br />OH <br />SANDY ORGANIC fat CLAY <br />SILTY SAND <br />SANDY ORGANIC fat CLAY with GRAVEL <br />SM9 <br />GRAVELLY ORGANIC fat CLAY <br />SILTY SAND with GRAVEL <br />GRAVELLY ORGANIC fat CLAY with SAND <br />CLAYEY SAND <br />ORGANIC elastic SILT <br />SC <br />ORGANIC elastic SILT with SAND <br />CLAYEY SAND with GRAVEL <br />ORGANIC elastic SILT with GRAVEL <br />OH <br />SANDY ORGANIC elastic SILT <br />SILTY, CLAYEY SAND <br />SANDY ORGANIC elastic SILT with GRAVEL <br />SC -SM <br />GRAVELLY ORGANIC elastic SILT <br />SILTY, CLAYEY SAND with GRAVEL <br />GRAVELLY ORGANIC elastic SILT with SAND <br />— — <br />ORGANIC SOIL <br />— — <br />PT <br />PEAT <br />ORGANIC SOIL with SAND <br />— — <br />ORGANIC SOIL with GRAVEL <br />OL/OH <br />SANDY ORGANIC SOIL <br />COBBLES <br />SANDY ORGANIC SOIL with GRAVEL <br />COBBLES and BOULDERS <br />GRAVELLY ORGANIC SOIL <br />BOULDERS <br />GRAVELLY ORGANIC SOIL with SAND <br />ENGINEERING SERVICES <br />GS LOTS SOIL LEGEND <br />MATERIALS AND GEOTECHNICAL SERVICES <br />PREPARED BY: <br />I.G-Remmen <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />" 0! <br />FIELD AND LABORATORY <br />TESTING <br />OC Consolidation (ASTM D 2435) <br />CL Collapse Potential (ASTM D 5333) <br />CP Compaction Curve (CTM 216) <br />CR Corrosivity Testing <br />(CTM 643, CTM 422, CTM 417) <br />CU Consolidated Undrained <br />Triaxial (ASTM D 4767) <br />i)S �(3Pj fit` Sher (ASTM D 3080) <br />EI Expansion Index (ASTM D 4829) <br />OM Moisture Content (ASTM D 2216) <br />OC Organic Content-% (ASTM D 2974) <br />OP Permeability (CTM 220) <br />PA Particle Size Analysis (ASTM D 422) <br />PI Plasticity Index (AASHTO T 90) <br />Liquid Limit (AASHTO T 89) <br />PL Point Load Index (ASTM D 5731) <br />PM Pressure Meter <br />OR R -Value (CTM 301) <br />SE Sand Equivalent (CTM 217) <br />SG Specific Gravity (AASHTO T 100) <br />SL Shrinkage Limit (ASTM D.427) <br />SW Swell Potential (ASTM D 4546) <br />Unconfined Compression -Soil <br />UC (ASTM D 2166) <br />Unconfined Compression -Rock <br />(ASTM D 2938) <br />UU Unconsolidated Undrained <br />Triaxial (ASTM D 2850) <br />UW Unit Weight (ASTM D 4767) <br />COUNTY ROUTE <br />SJ 4,99 <br />SIONAL GEOLOGIST/ <br />J-Zb-1 Z No. 7837 <br />PLANS APPROVAL DATE Exp, 01-31-13 <br />The State of California or its officers or o9ents � <br />sholI not be responsible for the accuracy or <br />completeness of electronic copies of this plan sheet. Q`' CALM <br />APPARENT DENSITY OF COHESIONLESS SOILS <br />Description <br />SPT N60 (Blows / 12 in.) <br />Very Loose <br />0 - 5 <br />Loose <br />5 -10 <br />Medium Dense <br />10 - 30 <br />Dense <br />30 - 50 <br />Very Dense <br />Greater than 50 <br />MOISTURE <br />Description <br />Criteria <br />Dry <br />No discernable moisture <br />Moist <br />Moisture present, but no free water <br />Wet <br />Visible free water <br />PERCENT OR PROPORTION OF SOILS <br />Description <br />Criteria <br />Trace <br />Particles are present but estimated to <br />be less than 5% <br />Few <br />5% - 10% <br />Little <br />15% - 25% <br />Some <br />30% - 45% <br />Mostly <br />50% - 100% <br />1414 <br />No As -Built Changes SOUTH STOCKTON WIDENING <br />STATE OF DIVISION OF ENGINEERING SERVICES[29C-03;77 <br />BRIDGE NO. N <br />CALIFORNIA STRUCTURE DESIGN M U N E O R D A V E BRIDGE (WIDEN)ST <br />N <br />DEPARTMENT OF TRANSPORTATION DESIGN BRANCH 17 s 0/118 6 L O G OF TEST BORINGS 3 OF 4 <br />a <br />UNIT: 3643 DISREGARD PRINTS BEARING ......ON oATEs SHEET OF <br />1 2 3 PROJECT NUMBER & PHASE: 10000004091 CONTRACT NO.: 10-3A1001 EARLIER REVISION DATES 12 1 13 <br />PARTICLE <br />SIZE <br />Description <br />Size (in.) <br />Boulder <br />Greater than 12 <br />Cobble <br />3 - 12 <br />Gravel <br />Coarse <br />3/4 - 3 <br />Fine <br />1/5 - 3/4 <br />Sand <br />Coarse <br />1/16 - 1/5 <br />Medium <br />1/64 - 1/16 <br />Fine <br />1/300 - 1/64 <br />Silt and Clay <br />Less than 1/300 <br />1414 <br />No As -Built Changes SOUTH STOCKTON WIDENING <br />STATE OF DIVISION OF ENGINEERING SERVICES[29C-03;77 <br />BRIDGE NO. N <br />CALIFORNIA STRUCTURE DESIGN M U N E O R D A V E BRIDGE (WIDEN)ST <br />N <br />DEPARTMENT OF TRANSPORTATION DESIGN BRANCH 17 s 0/118 6 L O G OF TEST BORINGS 3 OF 4 <br />a <br />UNIT: 3643 DISREGARD PRINTS BEARING ......ON oATEs SHEET OF <br />1 2 3 PROJECT NUMBER & PHASE: 10000004091 CONTRACT NO.: 10-3A1001 EARLIER REVISION DATES 12 1 13 <br />