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9
<br />TB-A4
<br />Sra. 413-1-00 It A-larl'Po5a Road
<br />Elev, /00.0 ralssclmed)
<br />1
<br />412+50
<br />r
<br />T(?C
<br />Ih 0
<br />V
<br />Exl'19flng �t Marlpoll Road
<br />413-1-00 413+50
<br />E)(i,5t1*n9 Brid!gc No. 1335_.`,�
<br />rp _J
<br />8-2
<br />y #
<br />PLAN
<br />PROFILE
<br />//0 --- ----
<br />Deck Elev-100.0
<br />Asshown -Approx. groundline pro,411c
<br />0 �50uth ecilll eX45tJng5t-i0,9e
<br />/00.5
<br />///,4,-:-! a 1lown
<br />/00
<br />A5,5hown 5hown
<br />5fiff brown CLAYEY �51U
<br />95. ro
<br />rp 02
<br />P0.8 r - -i�,93 4
<br />07
<br />70
<br />90 ra a A'-- YO) L _Wj- r 7oo-CLAWY 57
<br />Z J1.41191
<br />40
<br />5t-lff brown 5AIVI CZ -AY SA ND
<br />Dark t)rowr7 CLAYE Y 71
<br />11-16-70 20 40 (00
<br />5/1 wi-th oryanic
<br />3�3�1
<br />COMPOCt brown CLI YEY 12. 111041 /-1 V:3 i-A 33
<br />5AN0'W1%fh Min CLIiYEY dcbrli5 Blov�5 PI �o<>+
<br />L*l
<br />slL-r layer,5 11-16-70 11-16-70
<br />80
<br />ZJeM/C0MP6Cr rdt) t-,nC-008r,5e 41141 /;l
<br />SAAID
<br />r A -
<br />Hard & very hard fen111jht
<br />X_
<br />70 brown SAIVOY Cly f.I.I.I....,
<br />§
<br />G-W-51 5/ev 66.5
<br />1 //?-1 7 -1 1 t411001t-
<br />Very dcn5e li ht- b -own -
<br />9
<br />-Pinll f"ne 51Lry
<br />brown very
<br />60 S,-41VU —wl -f,1PT-,!547At0Y`- �11L 4 1 c3c, I
<br />Fl?)e-coar,5e �9AND layers
<br />50
<br />11-16-70
<br />412+50 413 -1- 00 4134-50
<br />LEGEND OF EARTH MATERIALS
<br />UNIFIED SOIL CLASSIFI CAT I ON MATER L SY BOLS CONSIST'NCY' LA
<br />IA M E C SSIFICATION
<br />Pt 014 1 Ch IMH OL' [CL ImL sc I �m SP I SW Gib I GM GP I GW' FOR SOILS
<br />171=
<br />H ighly, Sands with fines Clean sand's Grovels with fines Clean gra vets Gravel L Peat or
<br />SlItsondclays Silts and cloys,- >112%flhos <5%tIPt3 >12%fints <�%finlil organic matter
<br />organic Liquid Itimit greater than 50 Liquid jimit less than 50 According to the Standard PenetrationTest
<br />golfs Sands ' -more than 5 ' 0 1% of litlar - so Gravels- more than 50% of coarse
<br />fraction is sMqI let than NO 4 sieve. fraction is larger than N94 31 eve.
<br />Sand UlFill material N2 of blows Granular Cohesive
<br />Fin* grained soils Coarse grained soils
<br />Wore f han 50 0/0_ 13 smal for than NO 201 s love) (More: than 50% i's larger than NO ZOO $few*)
<br />Silt Shole 0-5 Very Cis
<br />1._� �'Iery sof t
<br />LABORATORY &ASSIFICAfighl CRITERIA Im i% I "'I
<br />(axo? 6-10 Lo'30L Soft
<br />Gwand Silill !�§Igreofer than 4 WOW a 6 fl - CC z betwe 3.-
<br />W, 'bill X D cloy
<br />Z44r CH D10 00 Sandstone
<br />OP and SP - Clean grovel or sand not m tot;' v requiromenti fo,! OW and SW. 11 _20 Sernicompoct 1 Stiff
<br />GMond SM-Atterborg limifs bttow*,C line or P 1 . '. lost than 4. Sandy clayor HTI
<br />_5 2, t cloyey sand,. Limestone cc
<br />0 W fine with R 1. greater than 1. 21-35 Comp" ery Stiff
<br />f OC and �C,-Atfer.totj limits abovel,
<br />OH hd MH
<br />Sandy silt or Metomorphic 36-10 Den" Hard
<br />00 1`541
<br />Fin (�Ilt_q sand sand I sand I grave grovel silty sand rock
<br />Fine Medium -rinal c obbles Boulders
<br />CL
<br />10
<br />0/ �ieve siot.'. >70 Very 4ento� 'llilery hard
<br />ml Silty cloy or
<br />Igneous rock
<br />"0 : 10 W " 40 lb Is shown on this sheet is based on field inspilIttion and IGY9 t
<br />Clossifi;ation 9t olorth rmoot to c 'y 3il
<br />sho
<br />LIQUIO LIMIT uI4 not b# construed, imply laboratory- -analysis unless so stated.
<br />_TJ L -F N__,11 N1 Fluo
<br />v-
<br />ej
<br />T8. M.
<br />ll 4760-1-00 1 A4arlpo,5a Road
<br />Elev, /00.0 C(51,55umed)
<br />1
<br />4-76+50
<br />476+00
<br />/Il 5XI'Sting BrIdge IVO, 1337__�_-,
<br />B_
<br />�t Alfarlpol
<br />476+50
<br />As' BUILT
<br />CORRECTIONS BY
<br />PLAN I'll CHANGES -A .4 - ift-kkil
<br />IDA-f E
<br />10ROFIL E
<br />//0 1/0
<br />Ao 5howl�
<br />A5 chown A.5 5hown
<br />3-3
<br />/00 /00 99-4- /0010 2
<br />—/g 1 00 11, ViIsWF brown GRAVELLY /00
<br />Water
<br />I 9AN Y CLA Y wiM
<br />L /6 - 70 lyva��e_ - '
<br />40 20 //-/7-70 F/.//
<br />Blows per -�00+ Flne-coarz5e qrcy
<br />90 .90 -Al 90
<br />Z I t41401
<br />Den I - Very denl brown
<br />11_1r0VM1n,e - coar5c greet) -
<br />80 AAorox. grounclm�e) f-lIne - coarl5e SA ll
<br />grc3-q CLAYi5Y 5A
<br />'V% (a 11191 7 311,41631
<br />6&ga exi9fing brl;!�?Icrc 0
<br />80 80
<br />4 11.4 lfirO I
<br />13-7 1913109 5-1141931 1_4
<br />Very den,5e -&ense brown
<br />-4
<br />t-0 red broWn Plne 51,L-rY
<br />70 70
<br />ro 11.414415,41VCj wl'rn cozwII541I 70
<br />/C
<br />-)e
<br />Ocreegldy brown Fl*f
<br />14-51 M 120 1
<br />7114143
<br />CLAYEY 5AND
<br />60 0 00 -je browz) - re
<br />6 114ld7 11
<br />brop In ;"/�)e - coen5e SAIV.0
<br />A
<br />50 50
<br />.50
<br />4-75+50 4701-00 47,03-1-50
<br />370104F-3 j
<br />37010�
<br />L E*G E N D OF B 0 R I N G OPERAT'IONS
<br />M00AC &TAOCR
<br />Plan of any boring ROTARY BORING PENETRATION TEST
<br />Rotary boring Location B-No. Location 370104F-3
<br />Top 1:iole elev. B-No. APPROVED JOB No. 370104F-4
<br />RCOISTERgDr
<br />Domond core boring Topholeelev.
<br />Moisture (I dry wt.) Co3ing 0A I, III hill 11 1 1 Ill H
<br />Setl —S.ampie number Pushed
<br />Dry density (lbs.1cul P
<br />ze Auger boring -3120 of Sample (inches) -
<br />Unconfined compressive 10 SAN JOAQUIN COUNTY
<br />'NI Blows per foot 11 phic repre3enti:tlort.
<br />Sample boring strength (ton3/sqft) BIOW3 per fbot 2
<br />(Using a 140 lb. hammer (Us! ng 140 1 1b__& '9' of dri4ing ra
<br />DesignGtG3 other soils tI8_Sq13 2C
<br />with a 30"drop) MARIP05A ROAD AT:
<br />Jet boring hammer with 21
<br />onsolidation 30
<br />12.4 1* 5p4' 1 1.4 65 LZI
<br />S- Direct shear 30" drop) 41 44 3 SOUTH FORK. SOUTH LITTLE JOHN CR., BR. NO. "'1335
<br />Test pit
<br />Conformable material chonigor 19
<br />E - Expansion E—leration 31 1 5 1
<br />Approximate material chongo TEMPLE CREEK, BRIDGE NO. 1337
<br />-Trfoxlol compression Date
<br />T 10
<br />21/4 'Cone penetrometer 91
<br />Undonformable rnoterial chctni4
<br />31
<br />LOG OF TtST' BORING$
<br />@ 2 1/2. cone penetrometer
<br />Date 4b By P, Enos SHEET NO. 'ITOTAL SHEETS
<br />1) to of
<br />bo Ing Blows per foot scale 111=10, DII NOV. 1970
<br />CIL 1, All I'll LIM& Check by pc.w.
<br />L�M] I
<br />STATE NO. 29C-1779 29C-178
<br />Ai
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