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.41
<br />Q1
<br />- W
<br />0
<br />V
<br />+8_2 W
<br />s G 4 SACRAMENTO ROAD (Proposed)
<br />8400 9t00 W /0f00
<br />B-Zj
<br />. W
<br />O
<br />4,0
<br />40
<br />30
<br />20
<br />/0
<br />l t
<br />• a
<br />LOWER SACRAMENTO ROAD
<br />ROAD INDEX FILE YEAR SHEET' TOTAL
<br />NO NO Nl� SHEETS
<br />1969 /9 "/ 9 m r
<br />--NOTE--
<br />Elevation reference
<br />San Joaquin County datum.
<br />1i I tin bridge
<br />-- PL A N--
<br />h
<br />fb ti� ti�
<br />i�
<br />� � ' ;'✓
<br />_
<br />Existing deck ,E/. 471
<br />23'Lt.,56ta
<br />otf 78
<br />Q-2
<br />? �'
<br />°•
<br />Ex/sting ground surface at 4'Lt,
<br />to. /Of 64
<br />El. 38.0
<br />-, �
<br />west edge of existing bridge
<br />���
<br />3.0„
<br />4'Rt, Sta 9 +7/
<br />B_/
<br />.
<br />Ver �/ocse, brown, very fine to
<br />fine, S/LTY SAND. El. 3/.7
<br />_
<br />B 3
<br />E/. 33.3
<br />E18rown, SANDY,
<br />11071 IS
<br />1 11.41 5
<br />O
<br />Lr�-�
<br />-
<br />small o medium
<br />d RA VEL L Y COBBL ES. F(//.
<br />11021
<br />'•'
<br />ter surfQQ e
<br />W
<br />El.5.8//-ZU 68
<br />7 7
<br />a
<br />69 4 49
<br />-'';
<br />�;
<br />11.4 a Loose, brown SANDY S/LT grading to
<br />! gray C L AYEY S/LT.
<br />18:;�
<br />t^7.WS �._
<br />2 11;41 4 1 _
<br />�4
<br />L i7Ws _
<br />E/. 25.0 //-27 68
<br />Very /o�se, brown CLA YEY SAND.
<br />4
<br />E/. 24�8
<br />;; ; �;
<br />'
<br />2 1.419
<br />.. . '
<br />�.
<br />3
<br />La
<br />2
<br />e
<br />7 7
<br />//r 26168
<br />--oose, gm,X, ver!.�'ine to fine SAND.
<br />4Loose, -own CLAYEY SAND with
<br />203
<br />95130
<br />• ,:
<br />3 1 I.41 8
<br />1.6 11 IS 1 16
<br />;: � '
<br />5 11.4 1 7 silty. sand layers.
<br />13
<br />Semicornpact, tali CLAYEY very fine
<br />19
<br />15115
<br />IIR
<br />•'
<br />�.
<br />4 11.41 10
<br />16
<br />i 2.2 1118 1 16
<br />•,:
<br />1 1.41 17 Ito coarse SAND
<br />IIII
<br />;�l
<br />Sem/compoct��,Q�/ very fine to -medium
<br />Com acJ to dense, tan, fine to coarse
<br />1618
<br />9.4
<br />511.41 111 SAND with scattered grovel
<br />11141 17
<br />;'
<br />7
<br />1.4 29
<br />SAND.
<br />26
<br />3
<br />'*a'
<br />.�...
<br />•
<br />'•
<br />8 1 1.4 1 23 1 e
<br />256
<br />18
<br />o
<br />• ` ;'
<br />6 1 1.4 1 12
<br />Loose, Irown CL 4 YEY 3AN9. _
<br />4
<br />39
<br />•
<br />44�--� 96 127 1
<br />26 L
<br />,., . 1.4
<br />9 1.4 28 1 °'i om act to semibom act, gray SANDr,
<br />`52 : �: P P
<br />Semicornpoct, brown S/LTY to CLAYEY' i '�:0: fine to coarse GRAVEL.
<br />{ 10114120very fine to mediu/n SAND. //-27.68 25 5, 75 11131 15 a 11.4 ' S
<br />.s R 4
<br />r Sem/compact, quay -brown CLA-YEY SAND. -'
<br />iX. 1.8 1001 26 :: ;. 9 1.4 41
<br />11.5 1 101 23 ;.� 111 1.4 1 19 ��_ belise, brown, sl try very fine SAND.
<br />• a
<br />- Very st, ff, red - brown SANDY CLAY.
<br />1011.41 17
<br />F
<br />' 1 1.9 1116 1 14 121 1.412a _ Stiff, tohard. bm wn SANDY CL9 Y. 0 U I LT
<br />Dense, ran, fine to coarse S/LTY SAND. 14.61111 120 3
<br />ECTIC
<br />r ; 131 1.41So 1 very dense, tan ►'L A YE to S/LTY, fine to �_►
<br />y slightly NO CHA
<br />t4 Semico wpact, brown SANDY S/LT. 10.51117 116 1211.4190a.t coarse SAND layers s/i ht/ cemented. � E
<br />1411.4111 � �J�j:• -:�
<br />42
<br />Com o :t, brown SILTYvery fine `to
<br />'S1' 41 1 coarse SAND. /1-25826-68
<br />Brown SILT.
<br />i STATE NO. 29C-008 I
<br />//-26,927 68 -- PRO FI L E -- T ''
<br />1 //f 8#00 9400 /0100 �
<br />BR/OGE /!/O. /399
<br />LEGEND OF EARTH M TERIALS LEGEND Vr 0Vn 1NG OPERATIONS rt
<br />- m00RG & TROER �glneers •�ofogis'ts
<br />SIZE CLASSIFICATION MATERI L SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring
<br />ROTARY BORING PENETRATION TEST
<br />Location Location
<br />100 0 Diagram showing the basis of grain sizedistribution Gravel Peat or Accordingto the Standard Penetration Test sire B-No. =j ,�q,L 1Z . q �Y
<br />used In of class nomes.Stze a N organic matter Rotary boring Top hole B-No. APPROVED �`"'�. JOB No. 38-89F__
<br />IVL a 2.e REGISTERED CIVIL ENGINEER No.9165
<br />90 classification is based on the MAT. grade "_' Diamond Core bOr(n o H Top holeelev. ^ r No. of blows Granular Cohesive 4 g Moisture ( dryw0 Casing V
<br />'� so � scale in field and laboratory classification Sand ' Fill material. Set -Sample number Pushed - -P
<br />2+ a Dry density(lbs./cu.ft)
<br />CLA unless stated otherwise. 0-5 Very 10030 Very Soft size Auger boring -Size of sample (inches) 10 SAN JOAQU/N COUNTY
<br />y $ ��
<br />oqm 60 ��� Classification of earth materials shown on this �� Silt Shale � Unconfined Compressive ,,;::. Blows per foot 11 GrcphiC fepreSent�:tl0n
<br />6-10 Loose Soft In Sample boring strength (tons/sq.ft.) (Using a 140lb.hammer Blows Per foot.,, 1912 of driving rate. �
<br />sheet is based on field inspection and ::s": u (Using !40 I b. 20 30 SA CRAM. ENTO ROAD OVER
<br />50 rvn Designates other soils to s :;: with a 30 drop) hammer with 21
<br />�� ILTY LA should not be construed to imply meth- ®Clay Sandstone t 1-20 SemiCOmpOCt Stiff �M� Jet boring C - Consolidation :•'
<br />40 anical analysis unless so stated. � C 2.411 5124 „ • 1 1.4 65 a 41
<br />P Y -- , GW3. :.. 30 drop) 1244 MO./�EL UMNE . R! ROVERFLOWDYCLA Sandy clay or Limestone 21-35 Com act Ver stiff I S- Direct shear �E
<br />O 30 Test pit L Conformable material change
<br />10ICLAYEY SANQ CLAYEY I clayey sand L__•; E - Expansion Elevation ~�� g �
<br />_ y y �i 2p 36- 70 Dense Hard T-Triaxiol tom ression Gate t - Approximate material change 10
<br />AN SILT a 1i;j I
<br />Sandy silt or Metamorphic rock Y Y 0 2'/4Cone penetrometer P Unconformable material change 40 I LOG 0 F TEST BORINGS
<br />Q 10 silty sand 70+ Ver dense Ver hard
<br />ND SI TY S N /\ SI Silt clay -or O 21/ " onepenetrometer-� �f i
<br />0 � Y Y Igneous rock 2 C pate 20 4� Horir. /`=20'
<br />By A.L.S.
<br />Scale . DGtShov 29, /968 Check b Drawing
<br />coo 09 Clayey silt Date of Blows per foot '
<br />SILT Percentages boring P Vert. / = /0 Y
<br />O
<br />�
<br />t.
<br />Q
<br />-/O
<br />41
<br />-4
<br />-20
<br />-30
<br />-40
<br />
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