July 18, 2008 To: Users of the Standard Bridge Drawings

From: Tim Keller, Administrator, Office of Structural Engineering

By: Sean Meddles, Bridge Standards Engineer

Re: Standard Bridge Drawing Updates

Enclosed are copies of the following Standard Bridge Drawings:

• Prestressed Concrete I-Beam Bridge Details (PSID-1-99)

• Capped Pile Abutment (CPA-1-08)

• Capped Pile Pier (CPP-1-08)

• Continuous Slab Bridges (CS-1-08)

• Single Span Slab Bridge (SB-1-08)

A brief summary of changes for each of the above Standard Bridge Drawings follows:

PSID-1-99: On sheet 1 of 8, the top flange width of the Modified AASHTO Type 4 (72”) beam section has been increased from 36” to 48”. This change was requested by the Ohio Prestressers Association in order to stiffen the section and increase resistance to handling and shipping stresses. The Section Properties and reinforcing steel schedule were modified accordingly.

On sheet 6 of 8, the Diaphragm Dimensions “A”, “B”, “C”, “D” and “E” for the 36” and 54” Beam Height were modified. This correction provides sufficient space for the 3” x 3” x 5/16” plate washers required in the connection. The previous dimensions created conflicts between the plate washers and the channel flanges.

CPA-1-08: This is a new drawing for Capped Pile Abutments that meets the requirements of the AASHTO LRFD Bridge Design Specifications, 4th Edition, 2007, including the 2008 interim specifications. The keyway attachment of the slab superstructure to the abutment has been replaced with a steel reinforced connection. The proposed detail eliminates the primary source of deterioration with slab bridges, spalling of the bearing seats. Our office believes this spalling resulted during expansion/contraction of the superstructure when the force to

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899

deform the foundation exceeded the strength of the shear key. Additionally, salt-laden water entering at the vertical joint between the end of the slab and the beginning of the approach slab would saturate the bearing seat and hasten deterioration. The proposed abutment detail will no longer provide a direct path for surface water to reach the bearing seat.

CPP-1-08:

This is a new drawing for Capped Pile Piers that meets the requirements of the AASHTO LRFD Bridge Design Specifications, 4th Edition, 2007, including the 2008 interim specifications. Under previous editions of the AASHTO specifications, the pier cap was designed assuming that any one pile in any three consecutive piles might not have sufficient bearing to support axial loads. This ODOT specific provision no longer applies for the proposed design because the resulting design requirements under LRFD live loading were no longer considered economically reasonable.

CS-1-08:

This is a new drawing for Continuous Slab Bridges that meets the requirements of the AASHTO LRFD Bridge Design Specifications, 4th Edition, 2007, including the 2008 interim specifications. The details of this new drawing are compatible with CPA-1-08 and CPP-1-08.

SB-1-08:

This is a new drawing for Single Span Slab Bridges that meets the requirements of the AASHTO LRFD Bridge Design Specifications, 4th Edition, 2007, including the 2008 interim specifications. The details of this new drawing are compatible with CPA-1-08 and CPP-1-08.

Ohio

Dep

artm

ent

of T

rans

port

ation

Off

ice

of S

truc

tura

l En

gine

ering

Act

ive

English

Stan

dard

Bridg

e Dra

wing

s Co

mpliant

with

2005

& 2

008

ODOT

Cons

truc

tion

and

Mat

erials S

pecifica

tion

s Ju

ly 1

8, 2

008

Dra

wing

Sh

eets

Dat

e Des

cription

A-1

-69

5 Re

vise

d 07

-19-

02

Typi

cal A

butm

ent

Det

ails

for

Ste

el B

eam

and

Gir

der

Brid

ges

AS-

1-81

3

Revi

sed

07-1

9-02

Re

info

rced

Con

cret

e A

ppro

ach

Slab

BR-1

2

Revi

sed

07-1

9-02

Br

idge

Rai

ling

Def

lect

or P

arap

et T

ype

BR-2

-98

3 Re

vise

d 07

-19-

02

Brid

ge S

idew

alk

Raili

ng w

ith

Conc

rete

Par

apet

s

CPA

-1-0

8 4

Dat

ed

07-1

8-08

Ca

pped

Pile

Abu

tmen

t fo

r Sl

ab B

ridg

es CP

A-5

-94

2

Revi

sed

07-1

9-02

Ca

pped

Pile

Abu

tmen

t

CPP-

1-08

1

Dat

ed

07-1

8-08

Ca

pped

Pile

Pie

r fo

r Co

ntin

uous

Sla

b Br

idge

s CP

P-2-

94

1

Revi

sed

07-1

9-02

Ca

pped

Pile

Pie

r fo

r Co

ntin

uous

Sla

b Br

idge

s

CS-1

-08

4 D

ated

07

-18-

08

Cont

inuo

us S

lab

Brid

ge CS

-1-0

3 3

D

ated

04

-18-

03

Cont

inuo

us S

lab

Brid

ges

DBR

-2-7

3 1

Revi

sed

07-1

9-02

D

eep

Beam

Bri

dge

Guar

drai

l

DS-

1-92

1

Revi

sed

07-1

8-03

D

rip

Stri

p D

etai

ls f

or S

truc

ture

s wi

th O

ver-

the-

Side

Dra

inag

e

EXJ-

2-81

3

Revi

sed

07-1

9-02

Co

mpr

essi

on S

eal E

xpan

sion

Joi

nts

at A

butm

ents

for

Ste

el S

trin

ger

Stru

ctur

es

EXJ-

3-82

4

Revi

sed

07-1

9-02

Co

mpr

essi

on S

eal E

xpan

sion

Joi

nts

at A

butm

ents

for

Pre

stre

ssed

Con

cret

e Bo

x Be

am S

truc

ture

s

EXJ-

4-87

5

Revi

sed

07-1

9-02

St

rip

Seal

Exp

ansi

on J

oint

s fo

r St

eel S

trin

ger

Stru

ctur

es

EXJ-

5-93

5

Revi

sed

07-1

9-02

St

rip

Seal

Exp

ansi

on J

oint

s fo

r Co

ncre

te B

ox B

eam

Str

uctu

res

EXJ-

6-06

5

Dat

ed

01-2

0-06

St

rip

Seal

Exp

ansi

on J

oint

s fo

r Co

ncre

te I

-Bea

m S

truc

ture

s

FB-1

-82

1 D

ated

05

-10-

82

Fixe

d Be

arin

gs f

or S

teel

Bea

m a

nd G

irde

r Br

idge

s

GSD

-1-9

6 3

Revi

sed

07-1

9-02

Ge

nera

l Ste

el D

etai

ls

ICD

-1-8

2 5

Revi

sed

07-1

9-02

In

tegr

al C

onst

ruct

ion

Det

ails

for

Ste

el B

eam

and

Gir

der

Brid

ges

on F

lexi

ble

Abu

tmen

ts

PCB-

91

1 Re

vise

d 07

-19-

02

Port

able

Con

cret

e Ba

rrie

r D

etai

ls

PSBD

-1-9

3 4

Revi

sed

04-2

0-07

Pr

estr

esse

d Co

ncre

te B

ox B

eam

Det

ails

PSBD

-2-0

7 4

Dat

ed

10-1

9-07

Pr

estr

esse

d Co

ncre

te B

ox B

eam

Det

ails

PSID

-1-9

9 8

Revi

sed

07-1

8-08

Pr

estr

esse

d Co

ncre

te I

-Bea

m B

ridg

e D

etai

ls

RB-1

-55

1 Re

vise

d 02

-02-

59

Rock

ers

and

Bols

ters

for

Ste

el B

eam

and

Gir

der

Brid

ges

SB-1

-08

1 D

ated

07

-18-

08

Sing

le S

pan

Slab

Bri

dges

SB-1

-03

1

Dat

ed

04-1

8-03

Si

ngle

Spa

n Sl

ab B

ridg

e

SBR-

1-99

1

Revi

sed

07-1

9-02

St

raig

ht F

ace

Def

lect

or P

arap

et T

ype

SICD

-1-9

6 7

Revi

sed

07-1

9-02

Se

mi-I

nteg

ral C

onst

ruct

ion

Det

ails

for

Ste

el B

eam

and

Gir

der

Brid

ges

on R

igid

A

butm

ents

TBR-

91

1 Re

vise

d 07

-19-

02

Brid

ge R

etro

fit

Raili

ng, T

hrie

Bea

m B

ridg

e Ra

iling

for

Bri

dges

wit

h Sa

fety

Cur

bs

TST-

1-99

4

Revi

sed

04-1

8-08

Tw

in S

teel

Tub

e Br

idge

Rai

ling

VPF-

1-90

7

Revi

sed

07-1

9-02

Va

ndal

Pro

tect

ion

Fenc

e