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E Q_ u7 Ln O 1 u7 0 N C N Q) F- 3 a� 0 -0 Ln m I— O 01 m U Q L0 0 N Q) U d) O N V) 1— C.� LiJ —D N N d� E CL 0 �M I I � 1 REFERENCE: CAL I-I-;ANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) Graphic/Symbol I Group Names Graphic/Symbol • Well —graded GRAVEL GW • . Well ---graded GRAVEL with SAND - -�o O o Poorly —graded GRAVEL o GP Poorly --graded GRAVEL with SAND a o Well —graded GRAVEL with SILT GW—GM 10 Well —graded GRAVEL with SILT and SAND 10 CL--M • ; : ell-- raded GRAVEL with CLAY or SILTY CLAY) ' GW—GC ell _graded GRAVEL with CLAY and SAND ' (Wor- SILTY CLAY and SAND) o Poorly --graded GRAVEL with SILT o GP —GM 0 o C Poorly —graded GRAVEL with SILT and SAND M _ate 0 L Poorly --graded GRAVEL with CLAY (or S1LTY CLAY) o p GP GC Poorly —graded GRAVEL with CLAY and `0 CD) _a ° SAND (or SILTY CLAY and SAND) o SILTY GRAVEL GM % 0 0° SILTY GRAVEL with SAND OL CLAYEY GRAVEL / GC -- p�© CLAYEY GRAVEL with SAND SILTY, CLAYEY GRAVEL ' GC —GM C 0 SILTY, CLAYEY GRAVEL with SAND ( OL ° Well —graded SAND �� ) ° SW Well --graded SAND with GRAVEL n a Pr)orly—graded SAND r SP Poorly —graded SAND with GRAVEL ° \ ell —graded SAND with SILT ° SW—SM Well —graded SAND with SILT and GRAVEL 'ell —graded SAND with CLAY or STY CLAY) © ° SW —SC IL —graded SAND with CLA and GRAVEL �ell r SILTY CLAY and GRAVEL - MH Poorly---- graded SAND with SILT SP—SM Poorly —graded SAND with SILT and GRAVEL PooVCTc ggr�ded SAND with CLAY,.,,-�' SP—SC (or Y CLAY) ,lam Poorl graded SAND with CLAY and i� GRAY L (or SILTY CLAY and GRAVEL) OH SILTY SAND S M SILTY SAND with GRAVEL CLAYEY SAND SC CLAYEY SAND with GRAVEL OH j SILTY, CLAYEY SAND j SC--- SIV SILTY, CLAYEY SAND with GRAVEL �) 0 ,r I0l11111 FILE No. : PT SURVEY PEAT COBBLES COBBLES and BOULDERS B(':�ULDERS DESCRIPTION j� OL/01- BY DATE EEC ANDLAB(RATCDRY I Group Names E`�TI �''''I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 10 Si Local 6/30/15 GEOTECHNICAL PROFESSIONAL DATE Lean CLAY Lean CLAY with SAND _ Consolidation (ASTM D 2435) Lean CLAY with GRAVEL NO CHANGES PLANS APPROVAL DATE SANDY I e a n CLAY The State of California or its officers or agents SANDY lean CLAY with GRAVEL - CL Collapse Potential (ASTM D 5333) sholl not be responsible for the accuracy or GRAVELLY I e a n CLAY completeness of scanned copies of this plan sheet. GRAVELLY lean CLAY with SAND„GO,,v'brproveawd PP"�` Klein fe/der, Inc. SILTY CLAY CP Compaction Curve (CTM 216) AS -BUILT 2001 Arch -Airport Rd, Suite 100 Reswem Enpin•er - Moxido Riven, P.E. Stockton, CA. 95206 SILTY CLAY with SAND s %womod"_o•MFmw,PE. SILTY CLAY with GRAVEL Corrosivity Testing Roftio"'s'' °' `�`"°-_.We8,M1 L SANDY SILTY CLAY CR CTM 643, CTM 422, CTM 417 = SANDY SILTY CLAY with GRAVEL ( ) GRAVELLY SILTY CLAY Consolidated Undrained - GRAVELLY SILTY CLAY with SAND CU Triaxial (ASTM D 4767) SILT Carl Henderson No. 2886 -M u June 30, 2017 - FQTECH, 0 r OF r''AL SILT with SAND APPARE��T DE��I' ,I 'T C)F CC)HE:� N!LE`-'- `-0 L` SILT with GRAVEL}1�= DS Direct Shear (ASTM D 3080) Description SPT N 60 (Blows / 12 in.) SANDY SILT SANDY SILT with GRAVEL GRAVELLY SILT EI Expansion Index (ASTM D 4829) Very Loose 0 — 5 GRAVELLY SILT with SAND Loose 5 — 10ORGANIC lean CLAY M Moisture Content (ASTM D 2216) - ORGANIC lean CLAY with SAND Medium Dense 10 — 30 ORGANIC lean CLAY with GRAVEL SANDY ORGANIC lean CLAY OC Organic Content—% (ASTM D 2974) Dense 30 — 50 SANDY ORGANIC lean CLAY with GRAVEL GRAVELLY ORGANIC lean CLAY Very Dense Greater than 50 GRAVELLY ORGANIC lean CLAY with SAND P Permeability (CTM 220) ORGANIC SILT ORGANIC SILT with SAND M(D TURE ORGANIC SILT with GRAVEL S Particle Size Analysis (ASTM D 422) SANDY ORGANIC SILT Description Criteria SANDY ORGANIC SILT with GRAVEL Plasticity Index (AASHTO T 901) GRAVELLY ORGANIC SILT PI Liquid Limit (AASHTO T 89) Dry No discernable moisture GRAVELLY ORGANIC SILT with SAND Fat CLAY PL Point Load Index (ASTM D 5731) Moist Moisture present, but no free water Fat CLAY with SAND Fat CLAY with GRAVEL SANDY fat CLAY Wet Visible free water SANDY fat CLAY with GRAVEL PM Pressure Meter GRAVELLY fat CLAY GRAVELLY fat CLAY with SAND R Elastic SILT R—Value (CTM 301) PER(__ENT OR PRC)PL-,)PTi(7'��.I F `=:O!L'�� Elastic SILT with SAND Description Criteria Elastic SILT with GRAVEL SE Sand Equivalent (CTM 217) SANDY elastic SILT Particles are present but estimated to SANDY elastic SILT with GRAVEL Trace be less than 5% GRAVELLY elastic SILT SG Gravity Specific S AASHTO T 100 p y ( ) Few I 5% — 10% GRAVELLY elastic SILT with SAND ORGANIC fat CLAY Little 15% — 25% ORGANIC fat CLAY with SAND SL Shrinkage Limit (ASTM D 427) ORGANIC fat CLAY with GRAVEL Some 30% — 45% SANDY ORGANIC fat CLAY SANDY ORGANIC fat CLAY with GRAVEL SW Swell Potential (ASTM D 4546) Mostly 50% — 1.00% GRAVELLY ORGANIC fat CLAY GRAVELLY ORGANIC fat CLAY with SAND Unconfined Compression —Soil - PARTICLE S%C ORGANIC elastic SILT (ASTM D 2166) ORGANIC elastic SILT with SAND Description Size (in.) ORGANIC elastic SILT with GRAVEL Unconfined Compression ---Rock Boulder Greater than 12 SANDY ORGANIC elastic SILT (ASTM D 2938) SANDY ORGANIC elastic SILT with GRAVEL Cobble 3 — 12 GRAVELLY ORGANIC elastic SILT Unconsolidated Undrained I I Coarse 3/4 — 3 GRAVELLY ORGANIC elastic SILT with SAND UU Triaxial (ASTM D 2850) Gravel Fine 1 /5 — 3�4 = ORGANIC SOIL ORGANIC SOIL with SAND Coarse 1 /16 -- 1 /5 ORGANIC SOIL with GRAVEL UW Unit Weight (ASTM D 4767) Sand I Medium 1 /64 — 1 /16 i SANDY ORGANIC SOIL Fine 1 /300 - 1 /64 SANDY ORGANIC SOIL with GRAVEL NOTE: GRAVELY ORGANIC SOIL THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD Silt and Clay Less than 11300 GRAVFLLY ORGANIC SOIL with SAND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SCALE I PREPARED BY DATE ... $•..,I :T•..., ,..... ; ; f ' r..,r :.: ....3 . t � ., E �. C� .....a HORIZONTAL VERTICAL: DRAWN: omen~- ¢ ; w F: �; .... FIELD B. Campbell/A. Killin er 6-30-15� _ •-c - �� s 0 1 2 INVESTIGATIONServices, BY:C M T ctirt1�':a l nc, � 1:� I I I I ES 20, ' L Street, Suite 300 ,_ CHECKED: C. Henderson 6-30-15 w •'. :• Sac�rS€•€ier�s�.�} `..�, 95811 �1 �• '� � ( '��, � AVE BRIDGE r � (_ v�s�, �� M'� f k CANAL 'REPLACE) 0 10 20CH30 4 50 I I MILLIMEI`�RS 0. Brown 6-30-15'T91r.41�k�5Fs)<:€ �=4�96.414.?wt�•r APPROVED: � q' 'N , L LEGEND D N 6, 2 SOIL ��m�� FILE NO. S — 3 '1 2 OF S-313 SHEET 175 OF 176 �9