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-_.-. _-- - .----- ----. - __._..__ ----- - ---- ---- ------ - -----' --- - ----- - - -- - ---. _ .. ._ - . __- r '--- - - - - - -- - _ .. - „ ` M* µ - � - - - _ -- - - < . ,- - - - - - - - - - - - - - - - - - -- ` -- a __._ - .- -_ - ' - _-,,,,- - , '- -'— ^- --- -s� •--" w• r n r i 7. x P- 2 1 f- FINE- ROAD Exlst�ng bridge . P-3 PU # LT E3. NJ. Top of wing wall, • ® San Joaquin County datum, as shown, C(-)I�F�: Y10 Elevation 113.45 17 1\10 CH; Nr: 5 DATE _ .r1- 3o73 PLAN /20 PROF I L E r E xis Ling bridge deck elev. 115.9 Approximate ground surr-ace profile �---� �Q As shown AS Shown) along downstrearn edge exis;4-1;i �7. ff�cA� shownRed brown SANDY SI,L-r wither ` Z¢° r /011 ed brown SANDY SILT with}4[[]]r'-oCk: Feagrneni-s-Fi'1/- (ML) •- �:�;k Fra9menis-Fd1- C ALL// 111111.JJJ///ML) 104, 0 3„ Dark, brown S/LT (ML) AS SNOW Orange very Fine -fine 61 LTY SAND GSM) �(� Dark brown 31 L T (ML� ,. ;' As,shown y Shown ,;'.� grown ver >�i-coars/Vl� ne e Sl4TY SANa Orange -brown 3/L T' to very FineO y,; s 2s �. `�, _ / j j 14.61 /M l8 / 1 %4 9 / i GRAVEL (SM) S 1 L TY SAND (ML/5M) ' : % ; ".��Red brown SANDY SILT _ P 3 �.� A ' .`. . •... - wow_,+� `�� # f' c mpact ' brown-�S1L,T'_ grading' fd vehy �' ASho �semi o9ndrarige very Fine -medium SAND t e s rf e Z l• f'ih i 71 wr? S ream wat r u aC �; BQ•7 9G Z4 Q irk . a:� -`'�� Prn firms-EG��`3,4•AI wifh d-2A-7/i4�l@ ��d SlLTY SANO f boftor>7• wn vPruBrown-orange very Fine -medium $ lVD -' Fine coarse QR,AVEL �SW) 67, 3 6- wi h Fine -coarse CRAVrEL & some ° --:' ; - �--� - U -- :i--� -_ =/ `� 8 1l'41 / �Stif'f ra -brown AYE /L7-('All.) cernent-ed layers (;3W) Brown ver Fine-medivrrl SAND Dark brown very 4ine -coarse 91LTY SAND (SM) � 9 y �4' y � � Brown ver fine->�ine ;3AiVp with SW) Bro'wo $A1VOY SILT" <M1� 4 1/4118 Rn y i s/i ht/ cemented /a ers SM) j� `•�_ 5-4-71 / n g y y , Nard 4 very hard purple slightly tJ5 3oi; Q Purple slight/y cemented SANDY cemented SANDY S/LT to /LT to CLAYEY S/LT L, "Y CL AY EY S/LT �AeL� A �M 4-28-�1 P-2 Dark brown SANDY SILT lML.1 11s 19/ 12�'�' Ii.¢i581 Q 70 r W.SI El. 098 �_ . li.avootl 70.2 / 7(2 w 1� B: Brown- orange V8/y fine - fine fr.7I8rI ed ;.y� ' ir.gl7otl J •s 13.2t8@138 2 Ill14,1 SILTY SAND GSM) ,� � �i i 0.918,3134 �•�' 8• I % 4150 ] _, 630 131ialeo� � t Very dense brown SANDY SILT 1>!4140 Compact- very dense brown SANDY SILT ° :i l / %..; with slight/y cemented layers � scarce purple CLAYEY S/LT /ayers <'ML) -5, r- 4.O - 5-l0 7.71 , w MICROFILMED ED -" .JUG. 5 19/8 1 J LEGEND OF EARTH MATERIALS LEGEND OF B 0 R I N G OPERATIONS MOORE � TABER NORTHERN CALIFORNIA � UNI FI ED SOIL CLASSIFICATION MATERIAL `SYMBOLS CONSISTENCY CLASSIFICATION ° CONSULTING ENGINEERS AND GEOLOGISTS • -�- Plan of any boring ROTARY BORING PENETRATION TEST Pt OH CH MH OL I CL I ML SC ISM SP I SW GC I GM GP � GW N'q ' FOR SOILS Locationt_ocation ��Sands with fines Clean sands Grove Is with fines Clean gravels Peat or si:e Rotar borin B-No•Highly o 0 0 0 Gravelor anic matter g To h APPROVED ��'�' 1 �'� �' JOB No. 371 /48F-,3 Silts and clays Silts and clays >12/ofines <5 /ofines >12 /ofines <5 /ofines g According to the Standard PenetrptionTest p hole eleV. B-No. organic Liquid limit greater than50 Liquid limit Iessfhon50 0 o g N v 2.e TO holeelev. REGISTERED CIVIL. ENGINEER No.01��l sons fraction is smaller thanN24sieve. fraction is larger thanN24sieve. ,i�Sand A' Fill material N2 Of blows Granular Cohesive Diamond Core boring Moisture(%drywt) Casing sample number ___ �� 'i � �11 ��IL I �1 ��1 111 ��11111 I L Sands -more than 50 of coarse 'Grovels- more than 50 of coarse © / P ,, , Fine grained soils Coarse grained soils s Dry density (lbs./cu.ft.) Set`` Pushed P (Mort than 50%a is smaller than NQ 200 sieve) (More than 50% is larger than N4 200 sieve) size Auger boring %-, -Size of sample (inches) to COUNTY OF SAN J OAQ U I N I Silt MIShale 0-5 Veryloose Very soft Unconfined compressive Blows per foot Blows per foot 11 ��Olfic rl�presentction LABORATORY CLASSIFICATION CRITERIA E Y N :~` -- 12 Sample boring strength (tons/sq.ft.) drivingrase. o (0�)2 6-10 Loose Soft (Using a 1401b.hammer (Using 140 Ib. 192o �"' BRIDGE Q x50 GW and SW- Cu= greater than 4 for G W 8 6 for SW; Cc= between 18 3. Designates other soils tests •:%s;: (— + N E' ROAD lJ f1 C� E I I .J 3 ` hammer with W / o o' x o MCloy IMSandstone rNn ..,, f with a 30 drop) 2I Or E CH Io Iu �•-� Jet boring C - Consolidation 34 Zoo / II •20 Semicompact Stiff �w c 4p s 4 t L4 gs " 41 ,� GP and SP-Clean gravel or sand not meeting requirements for GW and SW. i 30 drop) 44 /� (� /) O I� /(O t� 1 SLOUGH ' I L� Sandy clay or r--� S •Direct shear t Y 1 M I �j U f H > �,`� GM and SM-Afterberg limits below "A' Tine or P. I. less than 4.; WLimestone 21 - 35 compact Very Stiff. Test pit G.W.S.GsL • • , Conformable material change 12 d tic clayey sad P rY I -- -- --�� 9 1—� Q GC and SC -Afttr berg limits about ••A' tint with P. 1. greater than 7. s.-_s E -Expansion Elevation `Li P OH and MH ��. Approximate material change 6 9 - Fine Medium 'Coors) Fine Coarse EI Sandy silt or Metamorphic 36. 70 Dense Hard 1 ■ T -Triaxial compression T Fines (silt or cloy) I ICobbleslBoulders 0 2 /4 Gone penetrometer Date Unconformable m terriol„change 2131 G TEST O BORINGS N I �' CL ,� sand sand i sand I grovel grovel silty Sand rock , , OF 4 31 GS 10 I Sieve sizes g 2 V I 's >70 Very dense Very hard I 40 8 I a MLa0L " ¢ ,� Silty clay or Igneous rock 2 /2" Cone penetrometer o -=----�- - ------ � clo e sift g Date 20 40 „ ^ Y R. F. E. i a � 30 40 W Classification of earth materials shown on this sheet based °n field inspection and Y Y Date of Scale 1 10 Date Ma I Drawing i�S.� Lwutp LIMIT should not be construed to imply laboratory analysis unlessostated. boring slows per foot 97� Check by g 11 0- PROJECT EUGIN EER DATE CHECKED BY DATE SUBMITTED BY DATB PPROVAL RECOMMENDED BY DATE PLAN SCALE: III PROJECT �' �C-��►� �� SHEET TOTAL � r COUNT' OF SAN JOA UIN N0. SHEETS �` �� w-5.3o-�z � Q ,� ._ - NONE DRAWING NO. .� BRIDGE NO. /9 STATE NO. 29C-110 �. FILE NWC'. -- _-_ - i