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A DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) 10 Si Local 0- 0 LO C:) I Ln 0 (N C CN 0 C14 N Q) Ln Af V) DATUM: 0 Q) 6:� E a- o Ln CD (N -< ' FILE No 0 _j __j L L L Graphic/Symbol Crn" NInmnc Graphic/Symbol GrouNiames GEOTECHNICAL PROFESSIONAL Well—grcided GRAVEL Lean CLAY �: �� GW Lean CLAY with SAND C Consolidation (ASTM D 2435) 49 Well —graded- GRAVEL with SAND Lean CLAY with GRAVEL CL SANDY lean CLAY 00 C) 0 c Poorly —graded GRAVEL SANDY lean CLAY with GRAVEL CL Collapse Potential (ASTM D 5333) o 0 0"' GP GRAVELLY lean CLAY 0 0 0 C Poorly —graded GRAVEL with SAND GRAVELLY lean CLAY with SAND Compaction Curve (CTM 216) SILTY CLAY Well —graded GRAVEL with SILT GW—GM SILTY CLAY with SAND Well —graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL Corrosivity Testing CL—ML SANDY SILTY CLAY CR (CTM 643, CTM 422, CTM 417) � or SILTY GRAVEL with CLAY SANDY SILTY CLAY with GRAVELSILTY CLAY) GW-- GC ellgradedGRAVEL with CLAY and SAND l GRAVELLY SILTY CLAY Consolidated Undrc*ined �or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND CU Tr*icxlcl (ASTM D 4767) Poorly —graded GRAVEL with SILT SILT 6 c GP —GM SILT with SAND DS Direct Shear (ASTM D 3080) C 0 0 C Poorly —graded GRAVEL with SILT and SAND SILT with GRAVEL Q� ML SANDY SILT Poorly —graded GRAVEL with CLAY I I SANDY SILT with GRAVEL (or S`ILT�' CLAY) I C) CAC GP —GC GRAVELLY SILT EI Expansion Index (ASTM D 4829) Poorly —graded GRAVEL with CLAY and 0/c SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ORGANIC lean CLAY Moisture Content (ASTM D 2216) c. SILTY GRAVEL GM ORGANIC lean CLAY with SAND (D 0 p L1 l SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY 0! Organic Content—% (ASTM D 2974) CLAYEY GRAVEL j SANDY ORGANIC lean CLAY with GRAVEL C GC CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY GRAVELLY ORGANIC lean CLAY with SAND Permeability (CTM 220) SILTY, CLAYEY GRAVEL ORGANIC SILT Ac;?f () I GC —GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL PA Particle Size Analysis (ASTM D 422) OL SANDY ORGANIC SILT —graded SAND Wei I SANDY ORGANIC SILT with GRAVEL SW GRAVELLY ORGANIC SILT Plasticity Index (AASHTO T 90) Well —graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Liquid Limit (AASHTO T 89) Poorly —graded SAND Fat CLAY PL Point Load Index (ASTM D 5731) SP Fat CLAY with SAND Poorly —graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well —graded SAND with SILT SANDY fat CLAY with GRAVEL PM Pressure Meter SW—SM GRAVELLY fat CLAY Well —graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND R—Vclue (CTM 301) ell —graded SAND with CLAY Elastic SILT or SILTY CLAY) SW SC Elastic SILT with SAND �eell—qrcicled SAND with CLA and GRAVEL or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL SE Sand Equivalent (CTM 217) MH SANDY elastic SILT Poorly —graded SAND with SILT SANDY elastic SILT with GRAVEL SP—SM GRAVELLY elastic SILT Poorly —graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND SG Specific Gravity (AASHTO T 100) Poorly —graded SAND with CLAY ORGANIC fat CLAY S (or 1LTY CLAY) SP__SC ORGANIC fat CLAY with SAND Shrinkage Limit (ASTM D 427) Poorly —graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL Swell Potential (ASTM D 4546) SIM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND Unconfined Compression —Soil ORGANIC elastic SILT CLAYEY SAND (ASTM D 2166) ORGANIC elastic SILT with SAND SC I CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL Unconfined Compression —Rock OH SANDY ORGANIC elastic SILT (ASTM D 2938) SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC—SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL Unconsolidated Uncircined GRAVELLY ORGANIC elastic SILT with SAND T---- I Triaxicil (ASTM D 2 8 5 0 ) _- ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND UW Unit Weight (ASTM D 4767) ORGANIC SOIL with GRAVEL OL/OH SANDY ORGANIC SOIL NO CHANGES Md lavy Avo Caftlw kMxwj~ Rood Dift Acompled AS -BUILT RnWwt Eighwo - Mouilao Rhwe, P.E. ftuckm P4*re=nWw - DoW Frw=, P.E. ftviskm my 0 FP P., CO 6,2021 PLANS APPROVAL DATE The State of California or its officers or agents shall not be responsible for the accuracy or completeness Of scanned copies of this plan sheet. Kleinfelder, Inc. 2001 Arch —Airport Rd., Suite 100 Stockton, CA. 95206 6/30/15 DATE Carl Henderson No. ___2886___ Ex June une OTE A P P A R E N T E' L) E S T)' -)F Description SPT IN 60 (Blows 12 in.) Very Loose 0 5 Loose 5 10 Medium Dense 10 30 Dense 30 50 Very Dense Greater than 50 Description Dry Moist Wet Criteria No discernable moisture Moisture present, but no free water Visible free water Tl '-d'' H 'd Description Criteria Trace Particles are present but estimated to be less than 5% Few 5% 10% Little 15% 25% Some 30% 45% Mostly 50% 100% PARTI�__LE `=1__7 Description Boulder Cobble Coarse Gravel - Fin e Coarse SandMedium Fine COBBLES SAND ORGANICSOIL with RAVEL NOTE: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD Silt and Clay BOULDERS GRAVELLY ORGANIC SOIL with SAND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. r I 1iN y P U B L.. SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE U /V A C"Ll �.o HORIZONTAL. DRAWN: 1- Gomez '*-k % FIELD B. Campbell/A. Killinqer 6-30-15 V). . T4 V R U/ VERTICAL: D AECOM Technical Services, Inc. �') f -, P M F OR 1 INVESTIGATION R 0 2 BY - I CHECKED: C. Henderson 6-30-15 2020 L Street, Suite 3,D0 INCHES Sacramento, ""A 9581 'A 6A 1 -1, 1, 5 5? McHENRY AVE BRIDGE OVER STANISLAUS RIVER "REPLACE) 0 10 20 30 40 50 APPROVED: 0. Brown 6-30-15 T 9116.414,5800 F 4 S 0 11 L LEGEND MILLIMETERS Size (in.) Greater than 12 3 — 12 1/5 3/4 1 /16 _1 1-/.'64 1/300 — 1/64 Less than 1/300 S-151 OF S-153 SHEET 155 OF 176 FILE NO.