ARIZONA DEPARTMENT OF TRANSPORTATION

ROUTE

INTERMODAL TRANSPORTATION DIVISION

BRIDGE GROUP STRUCTURE DETAIL

DESIGN APPROVED

APPROVED FOR DISTRIBUTION

DRAWING NO.

NO

DA

TE

MA

DE

BY

DE

SC

RIP

TIO

N O

F R

EV

ISIO

NS

1

LOCATION

PROJECT NO. FA NO.

OF

SHEET NO.

2 3 4

G:\Bridge\CADD\Dev\Standards\SD_Sheets\1211_5.01-5.02\sd501_1112.dgn11/14/2012

Note t

o D

esigner:

Th

e in

fo

rm

atio

n p

resen

ted

in

th

is S

tan

dard

D

etail h

as b

een

p

rep

ared

in

acco

rd

an

ce w

ith

reco

gn

ized

en

gin

eerin

g p

rin

cip

les an

d is fo

r g

en

eral u

se. It sh

ou

ld

n

ot b

e u

sed

fo

r sp

ecific ap

plicatio

n w

ith

ou

t

com

petent p

rofessional e

xam

ination a

nd v

erification o

f i

ts s

uitability a

nd a

pplicability b

y a

licensed

pro

fessio

nal en

gin

eer. C

on

ten

ts w

ith

in

th

e in

ner b

ord

er lin

e sh

all n

ot b

e altered

.

Orig

in

al Issu

e

11-1

2S

.U.H

.

STRUCTURAL EXCAVATION

PAYMENT LIMITS

SD 5.01

TYPICAL ABUTMENT FOOTING PLAN

Limits of

Structural

Excavation

Abutment

Footing

Typ.

1!6

TYPICAL ABUTMENT SECTIONS

Original

Ground Line

1!6

1!6

Top of Berm

Roadway

Embankment

Original

Ground Line

Drilled

ShaftsFooting

WINGWALLS

1!6 1!6

Top of berm or

finished grade

shown on Plans

Original

Ground

Line

LEGEND

Structural Excavation

NOTES:

Abutment

CapAbutment

1!6

Roadway Embankment

Original

Ground Line

1!6 1!6

Original Ground Line

TYPICAL PIER ELEVATIONSTYPICAL PIER FOOTING PLAN

Limits of

Structural

Excavation Typ.

1!6

Roadway Excavation

Original Ground Line

1!6 Neat line

excavation

1!6

Finished grade

shown on Plans

Finished

grade

shown

on PlansFinished grade

shown on Plans

(Front face)

Roadway

Embankment

Original

Ground Line

1!6

Original

Ground Line

TYPICAL RETAINING WALL SECTIONS

No excavation payments for footings on piles

or drilled shafts (within Roadway Embankment).

PIER SECTION

Pier

Column

Pier

Footing

Formed

Pier

Column

1!6

Original

Ground Line

(Streambed)

Drilled

Shaft

Transition

Finished

Grade

Finished

Grade

Wingwall Footing

Constr

Joint

3!0

(min)

For structure foundations above original ground

line, construct roadway embankment to top of

berm or finished grade before strucural

excavation is made.

If no roadway excavation or embankment is

involved, structural excavation shall be

measured from the original ground line.

Constr

Joint