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<br />361 I 302 I 3a3
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<br />29 / 5
<br />— (Soft -stiff) dark brov✓n CLAYE'V off -stiff) dark brown SANDY i'.1(5o�t-stifi�) dark farown r-4 W.S. Ele✓ 28.6 �2-�a-so 28.6
<br />(I I I SILT CLAY $ CL.AYEY SILT �' ,28 2 — --- I"
<br />�. _� SANDY CLAYEY S/LT I" �(Soff) dark brown rb /�ght brawn CLAYEY
<br />{ :X r% (Semicom ac/� li• hf brown SANDY (Soft) dark ra s11 hf/ o anic S/LT-/oca//y SANDY
<br />Existing s truc/-ur-es P 9 % 9 y, 9 y
<br />I tr:
<br />Com act fan brown s/i hfl S/LTY Compactdense). /i hf brawn CLAYEY ' S/LT�S/LTY very fire -fine SAND CLAYEY SILT* y (Sem�compact� lr hf brown andbrt;wn SILTY
<br />�� : , . ( P ) 9 y : , 9 t\ (Com 9 .
<br />�'� ver f'ir�e -medium SAND fo S/LTY `�.• very fine-mediurn SAND
<br />ver�ine -fine SAND y to semicom act light bl-o gray `� ( y ) kN
<br />Loose dark ra CLAYEY SAND
<br />— -- --- - __.._ - - Ve- -e f A D ItT ) 3yi9 y�y fin m .4 ND-0 SAN Y4 (Pact lht/y SANDY slightly CLAYEY CLAYEY S/LT J 9 y
<br />ed e emen — (Compact) gray rnoff/ed orange 4_
<br />9 Pav 1 e p. 'Z; , sIII I-/y C4.AYEY S/LT 'YT Refuses/ � S/LT `�
<br />ram, I /2-11-80 /2 - /2 -80 _ -Refuses/
<br />- �;-_(Stiff very Stitt') /fight gray brown �=
<br />_ _` Right Frontage Road 'CLAYEY S/LT 2 /2 80 2-12-80
<br />301 3d2 ( 303 20 ---- --------- -- - - - - - - -- - ---/ - - - -- - - - - -- / --- - - - — - -- �
<br />------- ----------- — --- - ---- ----
<br />_. 12-/2-80
<br />P3 P5
<br />P-— — ► e p PROFILE-- L OCR OF /" PR0z3ES
<br />Nor-izonfa/: None
<br />8-2�2A Sca/e: Ver-f/ca/: /" = 5'
<br />e-i p-/ r,
<br />(11 P-4
<br />0
<br />Elevation Reference:
<br />T. BM. 4 Rf. Fron1a9e Rd. at beginning of-br-idye
<br />E"/ev. 40.55 -San Joacuin County datum
<br />PLAN
<br />5cale:/"-20
<br />--_4C�--- B-1 8-2 kA
<br />Compact -dense brown to dark brown, .ver fine SANDY S/LT with scattered A ����rox FM gr-our��a+ Oro i/f. + /C f'f ef of �X/.Sf/roc hri���-�/ 0 (Compactf /fight brown.SAA/DY •S/LT with scat7`ered GRAVEL -Fill
<br />ORAvc-. L fo s/i h f/ C L AYE x vei- dine yyANDY S/LT Fi // 27 I
<br />9 y , y S ( ) r4 56 t ,� ,,/� 35 rX SA pQ r/�phf tan b own) very P/ne SANDY S11.r1S/LTY very fine
<br />r• • ,. 39 /n art /I //�
<br />Compact to dense, //gh>` bro n to dark brown, very fine SANDY IS to y.' 2 /.4 32 A - - 37 `` Compact) dark brown s/i ht/ CLAYEY S/LT
<br />h f/ CLAYEY very fin SANDY S/LT /n art f i // ' P-/ / s y
<br />9 y y ( P ) �• P-2 1 Compact) /i ht tan brown, s/i ht/ CL�YEY s// hf/ SANDY S/LT
<br />.��� - •=-23.5-_ �� g'f - p-� wz•2c.2es- ------ ---_---_=-�—� - - --- -- - -- - - - `9 -- - ---- ---9- y----------- - - ---- - - ---- - --- --- ------ ------ - -- -
<br />9
<br />I7,5I121 Il4 3 I/41761 - - _ —=- . -- 2�? --�� �.0 _ -- -_ i 2
<br />Dense, fan browrn� very /ne -- f'/ r7 e S AND Y S / L 7'= /oca//y very " '"" - _ 68 �\ (Derzse) 9r'ay, S//gh><ly CLAYEY. S,+LT
<br />5
<br />60
<br />Dense, light brown gray/ cry fine - med/um SAND �0.4i98�6 4 �/•4�47� ,� _ i
<br />-- 2Q---- ---- - - - _ - - --� - - - - - - -- - - - ------ -- - - ---- -- -- - - _ tiff=very
<br />stiff' brown CLAYE S/
<br />LT
<br />7 20-
<br />Dense, brown, s//ghf-/y CLAYEY, slightly SANDY •T/L7)- /oca//y 14.81100125 ` 5 I141621347
<br />9
<br />cemenfed �— \ (Dense1hard> tan,✓ -own, ,S//yhf/y 04AYEY S/G.T
<br />�.�• 60
<br />>••� 80 60 40
<br />Dense, browr� to gra9 S/LTY eery Flne-fine SAND to very fine medumSAND12,91l12117 `�,'' 6 11,4141 I
<br />— ��----- - -- ---- ----------- -- -- - -- - -- - - - -- - - -- - -- - --- - -- --- - - - --- - - - --- -- - - - -- --_- — -- - - - - -- -- ---- - - 10- - -
<br />16.31113I /7 Ir.� iroo':: (Dense) tan brown s/rghf/y CLAY�'Y very fine SANDY SILT
<br />Dense � very dense, brown, //ghf/y CLAYEY, slightly SANDY SILT— << -
<br />/oca//y cemented,?�f•'
<br />4
<br />15,711// /(3 ' a 1141411
<br />{�� `�; (Compact -dense) tan brown/ s//9'y / CLAYEY .S/LT
<br />_s/rc fif/cy C ' AYEY, s//ghfig. very f1r��_SA/VDY SILT- ' - --- -- ------ --- - - - - -- 1, - - - - -- - - - - - - - -- -- - - Q
<br />locally very rnois f
<br />3 / �o '(f 9 /.4 %U7.13U2 3C 3 Dense, gray, s/ighf/y cemenfed, s//yhkly CLAYEY S/LT
<br />PROF/LE
<br />Scale: /"=/O'
<br />LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATION S MOORE & TABER NORTHERN CALIFORNIA
<br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring ROTARY BORING PENETRATION TEST CONSULTING ENGINEERS AND GEOLOGISTS
<br />-�-
<br />Pt OH I CH I MH OL I CL I ML SC ( SM SP [SW GC I GM GP ( GW FOR SOILS Location Location
<br />Sands with fines Clean sands Gravels with fines Clean gravels M"-.'Peat Or size RotaryboringB-No' APPROVED fie w
<br />Highly Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines Gravel organic matter Top hole elev. B- No. --- to �s�81 JOB No.IP138%/-61
<br />organic Liquid limitgreater than 50 Liquid limit less than 50 0 0 g / 2 p No. 91411
<br />soles g { S According to the Standard Penetration Test Diamond core boring Moisture (%drywt.) Casing _ To hole el REGISTERED CIVIL ENGINEER
<br />Sands -more than 50 /oof coarse Gravels- more than 50 /oof coarse eV
<br />fraction is smaller than N24 sieve• fraction is larger than N24 sieve. and Fill material Set.,,,, Sample Pushed --- �P
<br />•... a... NQ of blows Granular Cohesive p e number
<br />Fine grained soils Coarse grained soils Dry density (Ibs./cu.ft.)
<br />(More than 50%is smaller than NQ 200 sieve) (More than 50% is larger than NQ 200 sieve) size Auger boring -Size of sample (inches) 10 5AA �,/ OA UIJV C0UA T Y
<br />Silt Shale 0-5 Very loose Very soft Unconfined compressive Blows per foots 12 Q
<br />- eo � y y Blows per foot I I Grcphic represents ;lion
<br />` LABORATORY CLASSIFICATION CRITERIA Sample boring siren th (tons/sQ.ftJ
<br />o� 2 ,.- 6-10 Loose Soft g g (Using a 1401b.hammer 19 of driving rake. WIDEN/NCB RT ��?ON7'AGE ROAD BRIDGE /V"' 731
<br />(DAO) (Using 140lb. 20 O
<br />x5c / GW and SW-Cu__ greater than 4 for G W 8 6 for SW; Cc= between 18 3, CIO Sandstone f%n Designates other soils tests 7 with a 30 dr0 ) 21
<br />o CH n10 °10 x °60 y ="-"� Jet boring N� p hammer with
<br />Zac / 11 -20 Semicompact Stiff �� g C - Consolidation 30
<br />e , GP and SP - Clean ravel or sand not meeting requirements for GW and SW. C I2.4 �IOlS(24 ,,, • i 1.4 6S a�
<br />g g q Sandy clay or " r~-� S- Direct shear 30 drop) 4 44 ACROSS
<br />�,� GM and SM-Atterberq limits below line or P. I. less than 4. � Limestone � 1 _e•W.3. 12
<br />t3cclayey sand 21 - 35 Compact Very stiff I , Test pit _ Fion6_ .. �; Conformable material change /� AOs�/E� ^����
<br />.GC and SC-Atterberq limits above "A' Tine with P. I. greater than 7. �__-� / E -Expansion EI@Vatl0n `� � � 'v, `s
<br />OH and MH Approximate material change s3
<br />a -- Fine Medium Coarse Fine Coarse t Sandy silt or Metamorphic 36-70 Dense Hard I ■ T-Triaxial compression
<br />y Fines (silt or cloy) I I I ICobbles�Boulders :,�!t O 2 /4 Cone penetrometer Dote Unconformoble material change 21Io '
<br />A. CL sand sand Isandl gravel i grovel silty sand rock ��31 �--- LOG OF TEST BORINGS
<br />a � sesx Sieve sizes g ; Silty clay or %70 Very dense Very hard p@ 21/2" Cone penetrometer 4 -
<br />o ML i-- �cla e silt Igneous rock B J. O. D,
<br />� v Classification of earth materials shown on this sheet is based on field inspection and y y Date of Date 20 43 y
<br />LIQUID LIMIT should not be construed to imply laborator -analysis unless so stated. boringBlows per foot Scale: Hs Shown Dote: January, /98/ Drawing
<br />- - y--------- --- -- - - --- -------- ------ - -- -- - -- - - p Check by�E.A,H.
<br />PROJECT ENGINEER DATE I CHECKED DATE SUBMITTED GATE APPROVAL RECOMMENDED DATE
<br />NORTH HW . 99 EAST FRONTAL E
<br />SHEET TOTAL
<br />„/8, s� ,,��,rvz4l �� COUNTY OF SAN JOAQUIN ` =���-LOG QF TEST E30RINGS PROJECT ROA RESuRFAcIN�, NO. SHEET
<br />- AND BRIDGE—- DGE 1?81 W I DEN I Na BRIDGE �
<br />FILE NAME DRAWER SHEET N0. _ __�._._ a.,._..�.___,,._..><._
<br />BRIDGE N'?A Is rr INK). 29- C-61
<br />I _
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