HomeMy WebLinkAboutTED4001825.29LI. 23. 90
Crown I bin f
4 t-rofi*le Grode
L-1 . 24. G8
SloLf 0-o2
Pivot in
t-=l. 2,4. 47
Slope O.G/(o%
1
EL 24. 33
I I
Deck Bu/b Tee Girder s oci nqj 27 s aces 04 4 0 - 108 O (meosured of rdwy, surf )
Pivot poin4
El. 24.50
Slope 0 02 IiI
Crown Poi n f
�- profile Grode
L I. 24 .7G
Sloe o.00g/
kc
tyP. I Top Flonge o e ploceov porn/ e fo SR 4os r wy. surf (Il3y IOther'IS 2-3"1Jia.
I I � Casl-m -dace
s 2 2q00
Electrical
conduitsCryOfe�rs \,
-Casf - in - pi
lacTraffic" h
-Type-- 4. Placed Mono li fhic
with Fascia hall --------------
I I I I I
I
Sfa. l4+oo.o0 1 I ;��
finished oolkesdole Ave. 31V', _luz
j I'?oodwoy Surface
I I I C I
III I I Ii I
�1- filn - e 6-ell sNfld34
Continua ion,See Shi
C I P Traffic Barrier
Along Edge of Slruclure
PROFILE SECTION
S ec Pion Taken ApRrox. Aion Face
o Pie Cap , L.00kin Wesf an
Parallel fo �t Oakes a e Avenue
scale
5' 0 5' 10, 15'
bridge,
Approach Slab
./c
I
?4.00—
?3.9 0—
?3.7 7
o99in9
N
24.c 0-,
,I
23.�9
TYPICAL BRIDGE SECTION
scale:
5' 0 5' 10' 15'
11 r&o -(sc - eifar
FERGUSON & SONS INC 91700
WORK INCLUDED
IN TNI S CONTRACT
(TYP)
E1.24.45
Appr-o x . Exis Ping Na /Ural
CCraund surface behind
f i I e Cop
Clay Ofhers)
NI ,
I � �
I
I
I j
I I �
III
L 1
For Piling WWI Coi hnuafion,
- - - - See shf 3g
-*-* Not included i'n P3ridge aucnfifies
�
lV, .B . Roadwa
S. 3 . Roadwa
J
Const- LMC LMC sari
T-nst LMC LMC Varies I%zu- 6" ,
/%2" i Z Wr
7
v
l %2 " L MC
24, 618
I
24,50
24,76 �8 c
24- 7
02
'� 24.55
*0436 `
24.Zo
Z4,14 3/411,,log in Pile cap
WEST ABUTMENT PROFILE
(Looking West)
Con5> . LMC 1 Consf L MC LMC V,6ries Consf L MC
/Yz" --► 2"
1�2 LMC 24,6v7
%�
o'er
24.GG
24,
26
I Y2 "LMC
OZ
4.55
24,13
24.10
oi��
24.54
/6"slog in Pile Cap
EAST ABUTMENT PROFILE
DESIGN NOTES
1.
The structure has been c%sigr,ed in accordance
mfh the requ/remenfs of the
/943 A11SPT0 Sp<--cificafions
All presfr-essed concro,e elernenfs have been des/gr7ed
For service load sfressc-s onc/
checked for /c ad ,€7c710r
des/gn. All other- e/emenfs have
been dcsigr�ed in
�
accordance rviff-� load facfr�i-
desigr�.
2.
1
Live Lcod: AASHTO Hs 20-4-4
besign Wincl Vcloci �y .- 60 NIP/-N
j
Earfhquak-- Orsigrn .• zone I1Z
'4.45
3.
un i f Stresses
Concre le :
Class AX - f c =
4 , 000 psi in 28 days
- fc =
Presfressc- Gir-o�ers - f c =
1, CUO psi
G, ow psi in Z6 days
- fc =
Z,4cc) ps/'
Rein fo/-cing Sfee l - fq =
GO, 00o psi
- Fs =
24, 000 psi
Prestressing Steel - fy =
270,000psi
Pilir�9 - ASTM 142521 GRD 3
Py =
43, 000 ps/
4.
Minimum File Load Bearihy Capacif y
= 75 Tons
- 25.96
23e6 n 119-1 _8::�1 f1%
AS BUILTRECORD
(Looking West)
DRAWINGS
SCHEDULE A
OVERLAY PROFILES
Revisions Drawn by C . '40wcl-c- Date I/ - 14- - 91
(Overlays by Others)
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON
CITY O
F R E N T O N
N TS
THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE
NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,
DEPARTMENT
OF PUBLIC WORKS
TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE
BRIDGE
ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE
LECORD DRAWINGS.
PROFILE
& SECTIONS -'
*VHILL
OAKESDALE AVENUE, SW %-, .
DESIGNED •S DATE MAR Zi Ig88 FILE NO.
A2 RECORD DRAWING CSH lo-I(o-89 DRAWN "`""'`
QI INGf ASE 1•A�GIA WF��L-('I-{IGK, CHECKED ' M J E SCALE AS SNONI hI FIELD eooic PAGE -
NO. REVISION BY APPR. DATE APPROVED f`"4�- I SHEET 30 OF-35
DIRECTOR OF PUBLI ORKS
le) _ 2 _ / 4 -AMED MAR 2 8 2003