HomeMy WebLinkAboutTiedeman Avenue Bridge Index No 697
Fauna Creek Bridges(Grant Ave&•Tiedeman Aye)
Page 19 of 35
i'Bent I c Beni 2 ._____ ____-.. _.. L____._,___._.� DR t IJ L.!C DA T 4 ... """':•�,.II*--'HY �`i "
14-660 x led s precast + I grade(fop o!ACWS)0 1L'bent I ROADWAY
yy� See g oiling plans ITEMS UNITS DESIGN BASE OVERTOPPING 1 ."
for nprop limits � $ prestressed slabs a G=3109b2'L `� FLOOD FLOOD FLOOD 1 'A
tiQ' (sheet 28-3) h (See dog BR420,slob na 12)opaoch R=135000 en n' 1 _.1' 3 -p
•Op,
x * m Chad * L=7J397 f, �t-V"' Discharge (m/s) 11313 11313 127.76 g �7 d
.� Concrete walk ,i 0�.4�Tfl' �i�� O Retaining wall, p o^ T�� -,gip Frequency-Years (Yrs.) /00 100 350 " �m 7[
a.7�� ,•x o\I�� O see dog.52869 4 o W V- o N 11;•••.Q Type:4'curb H .� ei._ 1!T14/C�n h HW.Elev.@ Upstream Samar
_ 4. • 48 p� -WFoce Of Badge Along (m) 47.46 4746 4765EO 1Iai 11 •4 ��I _ Embankment2 /•`,x� �r _-- ---G Backwater Elev. (m) -0014 -0.014 -004 „'--' 1
A'B22gjr�=RPodvoy(2 c'L 1 94'J439_ �-p---',, 21"G-•�e N 31"l57� PERM ,7,n.,, .r, s' \ '6.
@low - c--T_* rw ��'
o O
�.�-64G £/4H5B /Existing i1 4844/ ,, o �w N } 9y=
Standard 62 Bbri fiend , t 1,r i.-/ Bridge :I --_----- M ,/ 6 4,
panel typical 12 w 1% r
for details1682 d 5/683--------------� �_=`-- j��r-w ---,
111111 SEC 34,T.IS.,R 1W.,W.M.
254 w - E LOCATION MAP
a ors-. Tr marl.. CoY1Lt �'0 3
.......0.—,*lo ,�I P�l1�•0o rj7Cla•v4 PIk gb NO SCALE
Ir� 1 i I40 266 m W, . N in G£A£RAL MOTES
D�rI( 4a '' •eorypicol . d 52 /or
. le• D�eIIp �,�._=� A//molerio/and workmanship shall ant oconform to the 1991 Standard specialthe provisions.
National Geodetic Vertical Dohs,' I:200 Bridge designed for MS225 loading with an allowance of 2.4 kN/m2 for current wearing surface
(MST.=O.OG1O m)and the Oregon Bent 1 Bent 2 and/2 kN/r2 for Attire wearing surface,in accordance with the orient Standard Specification
State Highway Division Dotim Pedestrian roil on sidewalk for
Highway Bridges of the American Association of State Highway and Trans-pot-lotion Officials
W.H El 47,46 manned connate parapet AASIITO
-50 (See Dwg 46610 6 52868) Reinforcing steel shall conform to ASTM Specification A70641 or AASHTO M3144(ASTM
- A6/5M)Grade 410 Field bent bars shall conform to ASTM A706M
.S.- Pin = Pin Fill
Fill Fill reinforcing al alternate locations,staggered as far as possible unless shown otherwise
Genera/excavation Class 700 loose riprapp
.�- FillThe following splice lengths shall be used unless shown otherwise
- ` Finish grade
w Est Tip El.280 ii E/431 Existing ground line 0 lc'line - SPLICE LENGTH
rIV&w�-40 Typico/ , Dcharne 1.a^5;h Bar size ,{'10 /15 /20 /25 /30 ,y35
p ELEVATION /:1.75 slope normal to thane/ -
La^���, Zq 9 - Ohcooled 400 500 700 1100 1500 2/00
- Tt AvG 1. hL„of t:200 a �F1 I .G?
mil-14.73 P (•Bent! Bent 2 -. 11'z 11.19 ;Epoxy tooted 600 700 1000 500 2J00 3000
i o„ic7t 2B-I.IM -• ' II3 8.17
OZ.-Iy,Zz- Q E ao �- OF l ' 8 All bars shall be phis-eel 50 clear of the nearest face I concrete(unless shown otherwise)
#3-14.1g O"It(p�-1; ,Of 33 N O 90 th 19 All reinforcing steel in the upper lion of the pres/ ssed slabs shall be epoxy coaled
J 7h; ti F 5 ' ffs t,
1T9 -1y zO ` e N. o ry' 1116 I °n This includes lop/ongit flop j�onsverse stip°lies lop transverse bars and
N li 947439" h 2 854521'6 @ u. 7 45:46 o all bars e tending from sl s-WITO 65e`s' elk.
IT$ -18.75 Ca'Roo, -1_.5 o E eo tan-tan * tan-tan o o_° 8-96 c ,. .-
-!r}" -,(2,— J Q o O O -_—4-m tl f 8,SY O All piling shot/be PP457 x 95 steel pipe'i'Mlbiming ASTM Specification A252 Grade 2
(9-I5,50 x) s ,4 43 O --- - � II R.G 3 •.ro Piling shall be di ven close-ended to on ultimate bear capacity of 1340 kNper pile. Pile
-7 1 o 4.h. II`' p I y 9 p Ib3/el Pot ,,,m divng criteria will be del irAL1d Equal/ Analysis with an applied safety/actor
*0 _ 1�81 O 7n b x'Z m In u of 0 Lc"line W of 30 Tip elevation forr rllfri /be 34.0 meters
0 _ N E Prestressing strand' //be as co/led f r on the data, drawings.
- 1a8g N. E e p O E +748- -2.90x Concrete in precast es'pyiseEgLo llsga(fcu/gss -19 The minimum concrete
�(d 1A -#1 A issiA ti- >� strength at Hmsld f prestress shall be 28 Mr'a A// flier concrete shall be C/ass 22-38 or 19.
1: -� 50 m VC Prestressed slobs or horizontal strutting of sufficient
_ _ Q 4 PP457x 95 closed-ended O = S/rucicre city installed to sepoort construction foods prior to backfi/Iing of end bents Bock/Wing
q -- �8� steel pipe piling l pica/ "v 4^,i;u II A.1 it YY... �`� steal/be placed such Mot the depth of fill at one end o/the bridge does not exceed the depth of fit/
rAlldOTE lmensiasa,'einmllllmelers(ilm)ald PILING LAYOUT 4tz fro,,, GHADELINE DIAGRAM at heol/urendbymarelhan060me1ers
▪ al/elevations in meters(m)unless noted I:200 #].H "� Z�71"'` NO SCALE OBEC Consulting Engineers IS 4.5h 3/.L.In x«muemau Row eT=4lsave
�� omc.awm,na, r+laflrsawo
® OM RrVISICN CV bF DESIGNER MOM ENGINEER BRIDGE NO. TIEDEMAN AVENUE BRIDGE MEET
aN m �� 7�OREGON DEPARTMENT OF TRANS90ATATION Bats FANNO CREEK(TIEDEMAN AVE,)BR,SEC, 9
_ ""1"...,� _,rr �4 oar a BRIDGE ENGINEERING SECTION DATE WASHINGTON COUNTY
a[o®"sA taw `C 9-12-96
k4 ,1 .L. - �,rmoss ,� r�� �•,u PLAN AND ELEVATION DRAWING NO.
,mewoeR,a 3a959,BR420,BR445�46610,50900, cALc. soar
,,,,G-se-Its m+xs WA 51682,51683,8 DWG.NOS,52862 THRU 52869 INCL. wow`'°I"axca,aws,m I c.»..9 52861
r/a Ma 7..,7e
Ham
i o
i `
fraasee�;aye �1'
1 I o
�1
..-
Proposed alignment ; i _-
- LEGEND OF MATERIALS
J O --
—____ J
�'r O - �1 _� .....Gravel,cobbles Silt -
--- _ - I _ .and boulders.
- Tesl boring BH-f : -^g o 7
___- Da Z-Line 0+J224 _ - '•`Test boring BH-2 `i
---' 1.4 right L ___t_ 1
____ - Sla Z-Line O+J52.5 `S, Sand Clay.
_ ___ 58 right y
_ 11
N AVENGE
TIEDEMA -
___-- ' %
_ f jilt Silt clay stlonemudclay-
______---- ane
II t y
------ -A oximate Pocdlian�1 PLAN III mixture. ..• or shale,
_ o/1.5m Dig RCSP. Al -
---' 1:2G0
p O
p 2 n ,al ''3 + + Pi:Sand-silt-cloy Sandstone or
+ 0 s O* o O—BO (��I mixture. conglomerate.
o Lt
sG— _
n
-
- re;Silty gavel, Clayey gavel,
—55 IEII grovel-silt grovel-cloy
SS— _ lig!mixture. mixture.
_ Existing grauad Jine
Q Z L;ne —50
Test BoringBH-1 Test Boring Eat-2 - —
2-9-5 2-/0-95 _ Silty sand, clayey sand
5O' - sand-silt sand-clay
1410---"'N'''''
r Ip SLPwed road solace. �. "'—!- _45 N mixture, mixture.
wed road Wfocele - // Iz. 4..
1.
45—. 1 Fill:Silty gavel with some card13 a _
,L ad Iron cloy.goy.loose —Sod ailF,town,stilt I- Apprarimale Location 2 14sy. y -�"-�'I��11 Il? `g7��--- j -40 :.Sandy Gravel % Basalt or
of Io mDia RCSP.- +u2 12 Iffr C.. '->`I p ... cn.esile.
40: Fill:Clam sill with some sod4 IS✓l—Silt rich some sad od trace - ioand face gavel,brown,madivm atil 5 clay.gey.median stiff to atifl.� i —
i - Sill wIMforegadgey.Li,:to16✓ rrr l/,/ - -
varvstill.lavers at silty smd V�/• —J5 lu eF4 NI Standard Penetration Test.
41 - 1 22r1� -
Sally till with goo+clay aid Voae2a sf—�� eH«Ill sa�rgavelu �-N value.fin Amok grey A d brown mixed, �� gey' ceas ' .hod 5 28 si.s very stiff. «e c"c's —JO
2 I aGtt w�^.• -
JO— IS■ C=Core Sample.Clayeysilt with leraes ofsiltyy --Silt gey.stiff to very stiff. U=U distVbed SorVle.
- sad adlinegrl:A t.slid. Z 18 e_ 1--- _—25 ROD=Rock Quality Designation.
y=Elevation ground water encountered.
25— ,
- •
/ FOI�A,aW INC. '°0ra aww°�a NOW SOW
20— FOUNDATION DATA Ili PROFESSIONAL GEOTECHNICAL SERVICES ..HatAWN.MOO eN+wo
3 I:zoo tnmz a VERTICAL
OBEC Consulting Engineers el a " : "" "
OAK :� a w>+Aa
SHEET
DESIGNER BRIDGE NO. •
g Faunal:# n data shown at this drawing may be Nrlm Gr;4 OF
d o consolidation of information axi/or revision � 'DEPARTMENT OF�p ppJinON TIEDEMAN AVENUE BRIDGE .
•— — in terminology from the Soils and Geological F�L�,Q r` '4' 18015
Exploration Logs ° '►w,- /► BRIDGE ENGINEERING SECTION DWG.NO.
�. v DATE FOUNDATION DATA 5 �
\ M�,A3C �� 'J'•JS-7G Fife Ma 7J79
a
Index No 697
Fanno Creek Bridges(Grant Ave&Tiedeman Ave)
Page 2-of 35
1800 m del-nut 5l0w1r,/arm../O.,C`.-nn+n+n,I RORIE
900 m 900 in
300 200 m
1340 m roadway(normal l0 CJ
Sidewalk 200 m
300
Sidewalk Rf a S/Y
Wi'Roodwoy(2cme {SruclePBn! .y p-y /LrLOPSO
ExlgEllva/erline Exlg roleli -
IA
I I_ IL
1I 1 9_4_.1ff1JlJIIi *1
',
I I 1 I lon-
rBenl I f Bearing — Ell - LIE -
-; .i___ _ Note
II 1 See dwg 52864 for'Typical Bent Section'
5 i il See dwg 52865 for
y I 1 wengwoll de/orls
*' I i
11
A) 1
1
1, 8269 an t 1 1 t '
I� I ((MAeasured along¢'bent) 1 11 �.
v
/ W
62 m rein/canticle bridge
8246 m 8820 m end pane/ See deg 5/682 6 51683
12066 m out-out•eslressed slabs normal to
PLAN - BENT 1
1:50
I .
I •Contractor shall call for locale 6 pot ho/e to
¢'Structure P C Sent accurately locale line ond concrete thrust blocks
Pour wingwo//against un- A.CW.S with membrane with city water workers present prior to driving
water aofi piles. C led bad*/i//in pal ho/es shall be
6� dis)erbed w cm�oocled - - 5l-os directed - r Sl os directed _ - P OY1 k
JI material bA'o` o oo:o'. ixiaenla/to pile diving work.
a
600�4�/20(Typ.Peach e/d). E �. ,,I.'1.I ,I .I .R } .,•I. ,•I.I 1•I. •I 'I,. ..I ' I'•_ ..'. .I I - I "AS CONSTRUCTED..
EL46..72 A . I ,-..)1 I I l" I _ -.� _ • - r
457 did pipe piles —�� 4-,P35 -2{t5 T.
r r I e RESIDENT ENGd4 ER
See dwg 52866 for -� -.. ..= ..o -o ..o -c 1 l Z l q_ ,)
In details 400 12 /15 Hoops el 3001-
V
IA" DATE
or.horizontal location of.610 •Approx har/zon/d/location I"
AAa' Typical pile reinf. See n
da waterline P{I'Bent I. Shill of See . Sh waterline P¢ .T
ieles as rood 6 as ayroved by Seer,.,. Shill pi/es os rood 6 Yp/cal Bent Section' DREG CONSULTING ENGINEERS
the engineer as approved by the•
i Heed-.
NOTE•
4 &
lam 2 P 2 m=4 m 2.4 m 5 Pi/e.Spaces P 16 m=B an I 24 m !O A//dimensionsQe in millimeters(m)end
all elevations in meters(m)unless noted
_ /88 m oulroul along ft earl
-5. aft. ELEVATION - BENT_ 1
•Bridge end pane/6 Lriage roll
P pane/not shown for clarity I.so OBEC ConsultingEngineers 0 0«mxmr ay non r.pwpuura
eaDE.axcul 07401 TrI5001u+000
® MR uEw4134 er a AMR/ DESIGNER BRIDGE NO. PRET
g a""m / I8015 3
�l _,g, ,,,.,� / r OREGON DEPARTMENT OF TRANSPORTIUION DATE TIEDEMAN AVENUE BRIDGE 9F
WM G A / 913-9¢
�.� BRIDGE ENGINEERING SECTION DRAWING NO.
,,
1S.a.E.-9.A1AAI cut. Booty
h Ione.' PLAN&ELEVATION-BENT 1 52863
S was G-AV-9<
File Ala MO
IEIRIc
180 m out-out structure(normal to f roadway)
90m 90m
300
1340 m roadway(normed to ii') Sidewalk
300 200 m
Sidewalk / Roadway( c'Line S/ruch.re P Bent 32 d'a x 850 dowel. Ban! Place 50 dia x 40!hickpolystyrene /
Lril/d grout after Pug
frig 610 waterline I en m rein!.concrete bridge Exlg 254 waterline selling slabs 6 lightening on!op o/dowel and fill remainder of hole
1 e�pmel See dwg 516B2 I A oI/he rods with non-shrink grout
300� 111 d 516B3 + A..f.Jw/J plug pin!
J,p, I i See dwg 52866 for
bearing dJoils 3/A"loi/il'on dwg 50900
•ti ' Measured along f ben! I
tEl
200
/15 P 300(epoxy cooled)
°q' ' B5 0521' •
'• �I ACAS O
t I Jon-Jar I 1 �� • -- , - 2�1450
fE'Ben!_ ° ''o 1'�___ ti'� I $ ' .; % Bridge End Pax!(See dwg
_ I 111
Cc soaking o I �r • _ _ _ _ J/ 51683 for details not shown)
-- . J hI
` All Jr li-T--� - --- II 1 b �{ ,,I 2/2a x 1100 dowels with s/d 180'hook
�+ P one end Place P 300 clrs Embed
r i II A _ nfoii 2-/JS
�. \ Z
O Q, �1 4-/1O x 600 a s hoops
• At,,,,,,,„,,,_::___,,
//h Cn 1 N� 6 4,00 x 600 vents P
8820 / `�,Oj—� ! �9 o� exh pile
8246\- ti —C " �
17055 m out-out Prestressed slabs(Normal to�i J
75 CI.. I Granular wall bock/ill pay limits
-
PLAN - BENT 2 f"a l^ I 8/35(d Top 84@/m)
1'SD 455 455
/15 P 300 1..0
Structure P Ben! _ II 910 300� 457 dia e h
lA.G W.S with membrane L
waterproofing III Pipe pile ro 760
Parr&distubedo ogoinsl TYPICAL BENT SECTION
Sl.as directed SL as diiecJed 1/ 00.00'-'
urdislurbed or fi o. G I:20
convected material
11000 •
"00.00.0000.00.00j0.'010.00.00.00010_01 4120(TYpP 600
•I I 1 ` I I 1 1 , . I l 1 1 I I t I I r-1 III 1 Ill I [1 I _ I ,_ each end)
{ ` t IT-1 ` I, I
E/.4658 IIl'--t � 1 Il--' ll 1 [ I1 ► 1II i [ I I1ii i � �
457 da pipe piles I4435 6�+
•
See dwg 52� „c ..c -o !S hbop�P 30pc'I
her details "� 1800 8001 COt`�" 'Contractor shall col/!o locale d pot hole to
1` •Approx.horizontal location P' accvalely locale line end concrete!Mush
coz
horizontal lcation of610 o!254 dr'a wolor/ix P{i' Ty !/s EF blocks with city rooter wa*ors preset/pierwaterline P Ben/2. Shi/J Reel Z. Shiftpiles as regd d �7yPL5a/ !- to dining pi/es Garrotted barkfi!!in pal
as rcpri d as gnpovedby os c oved by!Ja engineer ti- !roles shall be inciafenld topile diwing work.
ngineer I �` `�'-
$ In meters(m)I NTH' All dmensions are in millimeters(min)and!.0 m 2.0 m 24 m 5 Pile Spaces P 1.6 m=B m I 24 m 20 m !O m ySyL,pN all elevations n, unless noted •
•
- 188 m out-out Mang C bent p9Ec C4'
4 ELEVATION - BENT 2 :w av wrau an r.45w nE+unt
,,so OBEC Consulting Engineers umE,MOM MO T.c�Na.•on
® WTE KVISKN er DESIGNER
BRIDGE N0. SHEET
a A.xd 18015 OF
COMP TIEDEMAN AVENUE BRIDGE e
$ — u ,rOAE60N DEPARTMENT OF TRANSPORTATION DATE
NAVAHO NO.
�` BRIDGE ENGINEERING SECTION CALL SOON
PLAN&ELEVATION-BENT 2 52864
C �`•m' oras 6.-?A_1W F/.MO 7.1s1
a
Index No 697
Forma Creek Bridges(Grant Ave&Ticdeman Ave)
Page 21 of 35
CTea
.„,, rtira ran scoring
illiIf111i111111111111111111111 \\ See dreg 52667/or _illi
Trapezoid rib finish
sidewalk d parapet details
u I AGW.S 11.103 i.z.�•DEm> preformed µN
I I f9 . Fill l ex joint
��rfiller: Fill lap 40 with
,I 9-/10 lies(space as shown) iLpved!il/erBII r� sidewalk4 O-O OO O 1 � d15 tie sets P 150
r --- l �.��i� /20 P 150
l-- - - - -- --- --- --- �' --- O Prestressed slab jr.. /200300
o, -
I nauv n
AA OA 1,,.
25 I .
•, - 1 `r''ilt
IiiIiIIIIIIIUI i �} �£ndpane/ A,
,�'� O /20 x l600
A IBBm.Bm - ' A o -
Fascia II /�E.F. N /20 x 1400
Fi//line m
/20P150 FF. Pie 0� SECTION B-B
etl `' �C 201� o :zo
175,L1,n 1 / /20 P 300 NE.
St,„ice 1�to . Pour against crldislvbed r
`�rA� I or conpxled material •1 G.''p ii
300 600 6 P5 covI 1 2220
VIEW A-A: WINGWALL RIGHT (Winewall Left Similar) �� •''FR RL Iti
I:20 -'''%�_,•� � �, ,]/",,/ 19 preformed exµ join!
l' /� 19lei pFillreformed
d 40 with
Bent ly\.L�vKtS N /JO P 450 III
poured filler
/* ���NEF, 12/10 x cant.
a`/ �N;,E Sl 0..02 m /PO lies
O '� cUlyS�,t . WS h
mimisivizaill
�. • . Pile cop a�fa _ \. W Q O �1 !i /15 P 300 E.F.
IMIIMMIM".7=1=11
- ao •
11111 •4/0 - oo Sld 62 m reinforced end panel �/15 x con1.�
6- 15 P 150 300 See dreg 5/662 d 51683 for deals/ 4-160 dia voids r ■ /20 P 150
(Fit/el Reinf.) oI Field bender 1111
/
20 P 300
�" 75 c%__- __- /20 P I50 Varies Edge of bilge end pare/(above) /JS P 450®�,:a- ---_Varies
- (epoxy coat)
200
Fascia wall 4-/20 x 1400 �.I,�� ��tl h Granular wall back{i//
c--__ pay ul aits 50 c% 50 c-
5-/20 x 1600£mbeded `���
600 min into pile cop 40 I /15 P 300£F. /JO Ties 300 300
F' °o /20 0 SECTION C-C
800�6 Sels of 2-/15 P 150 Vo-res 225
1:2D
III BOO II� 266m Wingwol/,lyp. h1 l9
fare
SECTION A-A A//dimensions ore in millimeters(non)
unless noted
1:20 OBEC Consulting Engineers zN mwmr au now r.gwyuuzs
,MOM V7401 141tyyj1113•4010
® WTE REVISION BY u AxtNt DESIGNER BRIDGE NO. SHEET
aBurTto "^'� 18015
��..�.�,,,, Lb�df., '( 7 r OREGON DEPARTMENT OF TRANSPORTATION DATE TIEDEMAN AVENUE BRIDGE .9F.
ewa GtArold1J" �. -f_u- -
DRIDGE ENGINEERING SECTION DRAWING NO.
arum],tl N 1t.11 DIVE. BOOK WINGWALL DETAILS 52865
a COVES rP_ -
File Ada life
-_ aal_.._....�... �. - ---_..- tit_ -,�,..,.-
IE1RIc
r
fBent w g•Bearing
13x160600 550 250
Eloslaneric
bearing pod w
n V
i
i a Pipe O.D.less
yqI pf watt lhickrress'o� — H Pipe 05 x25Bm1 1,E/.47.76I Tclp pixie(ASS)Bent 2,El.4752 -Er iNrl ^`Bridge end pane!
Bent cap reinforcement -' 1
4-,P10 x cant. 300
( 1 Trim pile top plate for B Places
/10 P!60 SI IO we/ding as shown(8 places)
MOTE. 800 800
Pour 40 concrete pad in cavnju nc/ion with cap poor.Place 13 grout
layer a min of 3 days after pad is paved Place e/oslomeric bearing
pods and prestressed concrete slob before 13 grout is fully set to I
insure uniform burring across full width of concrete slob If uniform
boring is not achieved,lift concrete slob and repeat praceckee Any
excess g-oul pratrudfmg above bollan of bearing pods shall be —r
removed inmediale/y after placing slob
Note /25 x 1600 torch cut 50
CONCRETE PAD DETAIL The lop plate shall be dia hole each side of
in contact with the pile pile,exterior only
I:t0 for of least 75%of
the bearing ova The
remaining 25X of the
bearing area shall hove
no gap greeter than P.• Closed end
I pipe pile
f Slob
6/0 6!� -
TC-U4c
94'1439"(Bl.J) v� TC-U4c1
85.4521'(Bt.2) 32 ilia x 850 dove/ '�
lnslall 2-l3x160x500 e/ostaeric �--�" T
h m bearing pods P each concrete slab .,�5 CONSTRUC'fFS�.. 1 —
p p �f Burt=¢Bearing I Pile 0D
h u - I: �° '"E``� PIPE PILE DETAIL
in—
Place 13 thick x 150preformed UO_G( NO SCALE
expansion joint filler between 5
Concrete stab bearing pods(typical) \\-
"�'y OA7><
W BEARING DETAIL tl ppEd CON6'EINd ENGINES ATE ,
e ID HI All dimensions are in nu t me/rs(urn)and
al/elevations in meters(m)unless rated
sOBEC Consulting Engineers �, man TY(!Ol)W40.0
1 i WE 4YISWN eV a Fencer DESIGNER BRIDGE N0.` SHEETG
�S gaols TIEDEMAN AVENUE BRIDGE 9F
__ �, OAEGON DEPARTMENT OF TRANSPORTATION LATE
Maw 0A /
14 BRIDGE ENGINEERING SECTION zs-'s DRAWING NO.
K N.�L CALC. RODE GENERAL DETAILS 52866
a was 0:p-14,
File Ala 13e3
Index No 697
Fan no Creek Bridges(Grant Ave&Ticdeinan Ave)
Page 22 of 3$
nAlc
4 .[ I,, 1=
I •
180 m out-oul s/ruchre(normal to¢'roadway)
9.00m I 900m
_
300 200 m 1340 in roadway(normol la!E') 200 m 300
Sidewalk I Sidewalk
Class 1 surface finish lyp.
Pedestrian roil ea sidewalk
marled concrete paropel Profile erode
(See sld dwg 46610) .11 -
• A,CWS with membrane
waterproofing S/2g'
St22" I ACWS St 15%_ 7+OO o o -See Y7oil 6 Fascia v
St t5%
' O O D-O:l C.Q. __ _ _ Finish detail•
OO�� oO OO Qo OO OO•oo Oo QO OQ Oo o�( cal
I a b
b
Gas line 660 Precasl pies/ressed 3
y
b others concrele slobs Finish geode(lop of asphalt v
300 Varies , 14 Slabs P 12/9 m=17066 m Varies concrele overloy) .k e
19 229 594 P Bents 20 P Bens '' h I
52
197 P Midspan 367 P N'dspcn i.Ban/1 i'..:tom-- I<Bev/2
133 TYPICAL DECK SECTION 140ACWSPlE' I /40ACWS P rE'
1:50 41400
0 ACWS P 66 m L' ,"-_ .. 1 40 ACWS P 66 m
Class J su'loce lines 'I Pedestrian roil rl.6 it r1 6/1.
_ - 19
% T
b - • Class 1 surface finish N
! where shown E Top of slab
i.Scaring see detail— j • 5' 4 Ai'
300 - 200 m ., N AC thickness shown is based
I. _ M 160 12 C v ti on the following calculation.
Trapezoid rib finish y� 1� o �—
E N 2220 > h "Anticipated comber in slabs P 3 anon/hs 50
0 f o Downward due to asphalt concrete overlay 5
1 NI 1J 200 h . -0 Downward due to sidewalk d concrete parapet' 7
25 e - Trapezoid rib finish 'I 120�/p a 225 10 P 225— LZ '° o 'Field verify
Class 1 surface finish where shown (epoxy cool) # p 'O n
$ - F._-/10P225 (/10P450 ti/`N ACWS BUILD-UP DIAGRAM
N . (epoxy coal) 18-/10 x con! ` NO SCALE
Q Scoring,see delail.:77 SCORING DETAIL ED 19 dia insert- SG 2% F._alCi_(�f ENGINEER
"AS COPIS�ftUCTEO"
Pam -,� _ 0r� r1 A.CW.S
19 Deep trapezoid rib form liner " U �' 'V
Trapezoid rib finish 1,9.I •j2 finish Creensheak form liner Field bend '
see 00 detail ql I I na J04 or equal 0 O q
T a a L04225
•
Gas line Prestressed slate
I~� ,,,, (by others) Field bender oaec consuLTINGENGINWHI
25 R,typ TRAPEZOID RIB DETAIL --I f/25 Cant /150450—�.p
. 0 19 ccoaaled)oxy g NOTE - _.. ...
200 All dimensions ore in millimeters(man)
END VIEW PARTIAL DECK SECTION n/ess noted
RAIL & FASCIA FINISH DETAILS I:20
s OBEC Consulting Engineers Op 2"m"""""°'a r""°""" `
No
RAM,O�srwn rofs037611r4060
®, DATE REVISION eV a A.lell DESIGNER BRIDGE N0. SHEET
` 2DWIA
18015 0F
OREGON DEPARTMENT OF TRANSPORTATION DATE TIEDEMAN AVENUE BRIDGE
r;,v + L BRIDGE ENGINEERING SECTION DRAWING NO.
1.741 .H_.A.Bt CAL' BOOB DECK SECTION 52867_
a nos 41.3e-yG
F'/e/Fo 7384
f� NOTE
�''' ' •,o Construct pozpet et roil along
\ -• c✓ce using radii shown
\Y Beni 7 it it
/� 160 Wingwo/!
/� 1� i 4.�..
End bridge sidewalk 0 Bent 1 1, �\ End bridge sidewalk 0 Bent 2� Q ._,• 19 'nl( er wee
"� __,,___ ._._.�,.._-., �_._,.,•,_,_..._._-..,,.. ':— _..._.._.--.--.- - -- - n ill be! n
vo,
Edge o/approach''ilk
_ -, _T�,��•+•c�„'�� $ bottom of bridge roil 6 lop of
nea-Bml 1.Jyp. �9 IIIIIIIIIIIII_�`.� -' �I����� concrete end pare/ '8m1
-«. -, 1 Edge of deck
_ See belair A• e
•
See on sidewalk
(o pedestrian
Taper 15,1 \ \ e/ roil pa-o/kmoaned 1 A. _
\N � O� concrete po�apel rT�
VVVV�S �VVV"' �� J a Bridge roil join! �ti
Edge of approach walk 7� I , y �1
0 Bent 2(right only) 3
(�., i
ZEdge o/bridge end -d p uJ� ��I
panel(below) 1\ 1 1 E Concrete _
I p bridge roil
13 Exp.IJ.filler N
_ -_---- Concrete end pane/
WI
i Bridge deck
``'IMIMI 1 Expansion Joint material
will
P.G concrete r A�
�A ll drainage curb MOTE
Left side shown PLAN
RiO!side similar. DETAIL A
Sawcut 40d All PARTIAL PLAN: BRIDGE RAIL RIGHT (Bridge Rail Left Similar) NO SCALE
with pared filler I:20 Pay length for sidewalk moiled concrete parapet w/pedestrian rail=26468 m
Pedestrian rail=24.5/8 m
450 450. 330` 144 m 240240 1.03m 7post 5poces 0 ---
128 m=896 m
75 open 19 Exp.join! F �: ;�,,,;gT�:::::=0`
ram obis G �^
•
ll
NEER
h ,�
///��� DATE
`J P, m ` 1�. G°EC CONSULTING ENGINEERS
Ti _
top ACWS� ._� _ ��_ `-- - _-t -- ��_,
��--�-�- -s—= _ _ -
• .1 NOTE'% All dimensions o-e in millimeters(man)
Bridge end panel unless noted
SECTION A-A Bent2Prestressed slabs
E 120 OBEC Consulting Engineers ® °1 Rooa `Te Eww
SHEET
DESIGNER BRIDGE N0.
A w� ;I.E. Bya.4.eeu . 18015 OF
s�. TIEDEMAN AVENUE BRIDGE 9-
7rOREGON DEPARTMENT OF TRANSPORTATION DATE
aao G� --..LJ,1tr0�,j, pw•�&.,SGOty Z Ss-76 DRAWING NO.
A4/aN �[�,•
BRIDGE ENGINEERING SECTION GALL
3JJA�r� BRIDGE RAIL/SIDEWALK RAMP DETAILS 52e6e
aNt`m .0:00-90 file Na 7.105
Index No 697
Panne Creek Bridges(Grant Ave&T/edcman Ave)
Page 23 of 3S
p -,,,„..,.,K,
Stamford pedestrian roil J
See dog 34959 /10 P 300J 164 r 1 �„a_ P.n,,) t7
House FA/30 de x 150 deep block- II ti le>�ra'�1 � R<6r.CnM'
Flower Bed _t out for roil post,lyP IN+I� A Coxreto tarp LJ911
Exlg Shed _!� iII�, (DeP/h vviesf A.CW,S
�(Te Be Removed) ---'' 4 i C4"-,-''� h1
000
Shed u ? o / -' fe
A`Ff q /!0 .3.i `. Y End Pawl
c o 40 doe•x/40 �• .•. P. limits fee granular s/rucl✓e backlit/
43
(Ti remain)
tree ���" ou1_oul fooling
(To remain) 72 m lW DRIVE
U N k cont.s -err ke I Grove/loin material w/grolexli/e fabric
wall ` r+
outrout retaining O oorovwii-:•4�a71, I;'•'�•� I� 150 d a pa-f.oYoin Pipe u�j
V ,� 70m mi � tgelr-. ::` ^ /150300 Nh
VJ Bml 2 " —����- B�l5(4 Top 6 b
Retaining wall loin ' �� , \ l • Toe of fill slope--�"•__ _ g1 I I I Pay/i a//s for
pipe extended a day- r\ 1 y - ^ /15 x/070 P 300 structure excavation 300
viz..
light(Slope IX min) r i r : _ 75 al.
Q � h (/ 300 1220 I 300
�� 7 4/
Rip-cp a�• —y "-- /�'/H' 1i �. SECTION A-A
_= 3 k ti 1� 1:20
--,I=°�= -� =:._01.1% �_ ASS
ii
Strucluro -__-_- 1 slosi-,....... -___...........10_______,.... ...
7.0 m out-out retaining wall
---------1-'1� ; I 175m 1.75m 1.75m 1.75m
0
tl d:�`7 See dw¢52B6B for orerte,axtgrdette 75 16m d6m I L6m L6m 75
MEI , 1128 m Rod I I J I75 lvp. Bridge roil(beyond)
►.- �o yes a . pox/spa 7s�1
NMI Edge of bridge -"��l 3 Sld pedestrian tad /YP/co/ l
Edge of bridge IIIIIIIIIIIIL
0 3 end panel e.
/ ms,sh de aoe°f 4B.02�___�1�-1 p l�______ - 11 "''''(.0�1 11' �I� tMilli
1111. tn
oBS•4571' 1 Hi---
,. -
o tar-Ion O €RoodwOY(tom�r-� / !xe ofourd/iCeP outside �µw bili
/ Iving1.11
//
. I� �•��' INEER VIEW B-B
• y - I:40
• Ab7EPLAN GIN A//d'mensians ore in millimeters(mn)and
EERs all elevation in meters(m)unless noted
I:50
OBEC ConsultingEn losers '«m"""'MOD r'° '�
g Dime.atom n.m T•1twNUAwo
® art lcvlva� BY °Ai1er/ DESIGNER BRIDGE NO. SHEET
y� 18015 :
TIEDEMAN AVENUE BRIDGE
xp„a ,�OREGON DFPAAIMENT OF TAANSPOATAIION 22-
DE,m � l�,:ae•�i•� 1L! OF
9•rs-I�
`es BRIDGE ENGINEERING SECTION DRAWING NO.
C AD..m 4r.lA:,-..tx.x�-1 cue. eaaR RETAINING WALL DETAILS 52669
S seen G_3p_Rd
file Ala IJ86
0 2