|
6pike in telephore, po/e
<br />/Oro I east, 13'riorl-h o;" N. 5.
<br />bridge corrier Elev, 60,02
<br />3an Joaquin Couniy dal -um
<br />EX15 rl No MILrOAl ROAD
<br />E>0,5f-in bridge
<br />#P_ E3-/
<br />UIL
<br />Wif�'q�IEC NS BY
<br />NO CHANGES
<br />PLAN DATE. _4
<br />PROFIL E
<br />-LOD- /001
<br />A,5 5hown A,5 .5hown
<br />Aa t;hown
<br />- 8.3
<br />Bridge deck 13-1
<br />82
<br />91.3 '9'?' 0 F31'
<br />V.-1111 lry),,-x, hr-r)wn Q4AWv rl 4YEY ,3 1 r Qn
<br />Verg loo5e b�-owri 541VOY 5/L7- wit-h
<br />wifh' Fine-nkedicjrn GRAVEL -Fiir- (A4L) oca i-f red
<br />-^ine-niedl�wm GRAVEL -Fill- (A41.)
<br />0A 79 1.27 11.41 P
<br />3emicorripact, dark brown CLAYEY e5r' 6.4AIDY
<br />OlLr wii-h -,cal-tered GRAVEL (A4L-)
<br />.191 2 11.41 /,d I RC)
<br />I 11A
<br />brown 19/�
<br />'qhHy cement-ed 941VOY
<br />kne - f),ne r7e \. 0
<br />4 xirnate ground 5u
<br />=er � . ppro rAc7ce proPl*le
<br />Looce brown 9 F ver,9 -Pi S/LT Wi*h 5C -ercd GRAV4E�L (A -IL) 311-411,51
<br />along dowriat-rearn edgc exis�-inq
<br />rncdic4m SlLrY SAND wit-h CLAYEY
<br />84 NO /a SM As shown
<br />e r5� Brown vary fin, e - f1he 4 11,4170*1
<br />1? 9 'pripi
<br />ne �Wtb (su)
<br />5eream wal-er 6urAsce 678
<br />TQ Z_
<br />E V, 64, 5 3 43 -71 grown sli�hfly cenvnted 51Lr 0WL)
<br />4 19i, P!r 511.4
<br />16.9 V03 1 /9 N.� 51141401 - olense orc3rge -orange brown - ge-,q&
<br />6 -ver
<br />011�ghlly cetrer)-�ed OIL-7' grl�qcyincj �-o very fine-
<br />V 64 n /7A,4/ k�Ar) 16.4 1 11;Z 1 /5' 0 11.41 rO I GO k
<br />-Pj 1;171 gra Fine - medicim 54NDY URAVEL becorning
<br />ly
<br />�51LrY ai- boH-om CGWIGM) *N
<br />7 11.4 1659 1 1 -f,:t I /kS 1 14- 7 11,41-45j; 1
<br />X r
<br />y Flne-coarse 94ND wl'�-h Oc<qH-erec/ Uj
<br />Verq,den5e li brown -orange CLAYEY 54NDY
<br />ght 53
<br />GRAVEL (5W) 5./7-7
<br />-cred GRAOEL (MO
<br />slL-r wil-h scal-f
<br />->ry,)p,9c-r brown orange- gray very f-�ine -Fine
<br />'5emicorripact- very deoce brown-gr-ay
<br />Fine -rnedi*urn SILTY �9ANDY GRAVEL (GM) very Fi'ne - rn�dium OILT,Y 64WO (6�4)
<br />ICL7191 I:Ze
<br />911.41441 SAA/Dy 5/L7' wi�-h CLAYEY layerc5I 9 [1,417 1
<br />��h V Loo5e Qreen grav wifi,') red st-rcaks' 5ANDY
<br />'qh�y cerr)cntecl /C Oense'browr)-oranqc-qr�ay S.4NOY S/Lr (ML)
<br />5/Lr rML-)
<br />(ML)
<br />9 II.,due I FPZoT T7 lo 12. -q,3&
<br />40 10 11. 4126
<br />Gree �5A NOY CLAY C CL) Cerise brown orange - gray 0.4AIDY sILr wi�-h
<br />//
<br />CL4YEY 5IL-T- IaUers
<br />ycr-s (A4L-)
<br />1A.-7190 gg //0 11,41.$01 30
<br />-0-0
<br />GW5
<br />Ocrise-very dense b�-owri-orancje-c3ra SAA10Y
<br />5-21-71 51LT wi�-h CLAYEY Aotd,--r6 (ML) .1.1 I9.Z ISO 1,3114116 1
<br />oernicompac-t-cornpact- brown-,groy SANDY 51d
<br />wi-t-h S/L7- layc-rs cernentt_-d la&c�rs <3�- bol-�-orr)
<br />1411,412.2 0
<br />N
<br />GR4VEL (GM)
<br />Very derice, Fl*ne-rredl'urn 511-TY SANDY T4 164 w3fj
<br />/0 1 JV�
<br />14- 7/
<br />5-0, la-71
<br />LEGEND 0 F EARTH MATERIALS LEGEND OF BORING OPER AT I,ON,S MOORE TABER NORTHERN CALIFOPNIA
<br />C40NSULTING ENGINEERS ANO GEOLOGISTS
<br />UNI F1 ED SOIL CLASSIFICAT[ON MATERIAL SYMBOLS- CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST
<br />Plan of any boring
<br />Pt OH I CH'I MH OL I CL IML SC ISM SPISW GCIGM GPIGW CFOR I SOILS Location Location
<br />I B-No.
<br />Sands with fines Clean s'ands Grovels with fines Clean gravel$ -v
<br />Gravel v Peat or E] Rotary boring Top hole elev. B-No. APPROVED 442- "744v "1'1401 JOB No. 3 71/48 F -9
<br />organic matter
<br />H ighly Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines According to the Standard PenetrationTest REGItITERED CIVIL ENGINEER No.011figo
<br />organic Liquid limit greater than 50 Liquid limitless than 50 Diamond core boring Moisture (% dry wt.) casing Top hole eley. All ,I 11.11,iii�j 1111.1-1 1 1. 11111 1,1 11111 11 h! .1. . 1,1 Chi 11 I.d ill
<br />soils Sands- more than 50% of course Grovels- more than 50%of coarse Fill material Sample number
<br />fraction is smaller than N124 sieve. fraction is larger than N24 sieve. Sand' N2 of blows Granular Cohesive Dry density (lbs./cu.ft.) SetA Pushed --p
<br />Fin@ grained soils Coors* grained soils Auger boring -Size of sample (inches) COUNTY OF SAN JOAQUIN
<br />(More than 50% is larger than Ng 200 sieve) .1
<br />(More than 50 %is smol ter than N9 200 sieve) Silt Shole 0-5 Very loose Very soft Unconfined compre331V8 10 Grc-phic represent0lon
<br />Blows per foot Blows per foot 11
<br />LABORATORY CLASSIFICATION CRITERIA M Sample boring strength (ton3/sq ft) (Using a 1401b.hommer --,& 19 12 of driving ray.
<br />(0 6-10 Loose Soft (Using 140 lb. 20
<br />50 Wand SW-C -0-0-greater than 4 forGW a SforSW;c,- 210 between I S3. Designates other 30113 14
<br />u DIO DIC) X D60 Clay Sandstone rhn :ft. I wtith a 30"drop) hammer with 21 30 M I LTON ROAD BRIDGE
<br />CH / M M 11-20 Semicompact Stiff Jet boring C - Consolidation ��6)1411 5 4 '4%11�114 1651 41 (0,1810)
<br />Gpo d SP-Cleon gravel or sand not meeting requirements for GW and SW. Sandy cloy or Iri-fr-j- S- Direct shear 30"drop) 1 10 AT MORMON SLOUGH
<br />GMand SM-Atterbarl limits below"A! line or P 1. less than 4. Limestone 21-35 Compact Very stiff. T03t pit Conformable material change
<br />0 clayey sand M 5
<br />t3c E - Expansion Elevation 1 6
<br />OC and �C -Afterberl limits above "A' lint with P 1. greater than 7. Approximate material change
<br />OH and MH T-Trioxiol compression Date 10
<br />92C Fine Medium 'Coors4 Fine Boulders Sandy silt or Metamorphic 36-70 Dense Hard 2 1/4 "Cone penetrometer Unconformoble material change 21 31
<br />Fines (31 It or clay) 11 Course jCobblesj silty sand rock
<br />CL I sand sand Isandl grove gravel 11 40 LOG OF TEST BORINGS
<br />10 Sieve sizes Silty clay or >70 Very dense Very hard 2 1/2 Cone penstro meter E.
<br />ML R. F:
<br />GOL Igneous rock Dote 20 40 y
<br />1. 7a 745 -90 w Classification of earth materials shown on this sheet is based on field inspectl nclayey silt Scale Dote Ma '71 Drawing
<br />ao w on and LU-41 M Blows per foot 19-11
<br />0 boring
<br />4 40 Check by
<br />LIOU10 LIMIT should not be construed to imply laboratory analysis unless so stated.
<br />T
<br />41 '3
<br />"o, "A
<br />fl, h 9 AT A'P P f4 J
<br />V1 t)� " _�_ "' P VC
<br />T i�
<br />>
<br />4
<br />j j
<br />A
<br />-j
<br />A
<br />'N4 9*
<br />t, 1,0RAWING'N0.
<br />VP- - Al a�,
<br />7
<br />op
<br />J J, fl�l IJ I
<br />4,3 " ii � rl,� - � A 40AQ
<br />4e- 7
<br />;T 7
<br />`J"J,
<br />77
<br />4
<br />�j 4
<br />STATE NO. 29C- 106
<br />J 4W$ X1,
<br />ppro"
<br />on9
<br />r-lrc
<br />�c)j .411 5
<br />F�
<br />ote of
<br />L: Lryh e c y
<br />, Lkb
<br />777 7,,�,
<br />J;
<br />j
<br />7t! r1l
<br />7�,
<br />A
<br />V
<br />Li
<br />4
<br />A'
<br />t
<br />
|