00016889 Plans.pdf

m in greater than 20°

Skew angle than or equal to 20°

Skew angle less

Bridge deck Bridge deck

Bridge rail Bridge rail

: For deck skew angle greater than 30°, see Joint Specialist.Note bridge end panel

Bridge deck or

Bridge deck c l.

m in

20d nail Locating Pin @ 12" ctrs.

ends under wheel rut area.

not overlap. Secure plates with locating pins. Avoid placing plate

** Place plates (4-8 ft long) end to end to cover entire joint. Do

Saw cut, typ. each side *

Avoid damaging existing rebar.

Out to out of nosing Out to out of nosing

Plywood

Asphaltic concrete overlay

Lumber and plywood blockout

Polyurethane foam

Structural concrete overlayconstruct nosing.

blockout and concrete to required for traffic. Remove

Fill with overlay concrete if concrete to construct nosing.

Remove blockout and structural concrete if required for traffic.

Fill with structural overlay

Parapet

Finish grade at top of overlay

Asphaltic plug joint seals joint seals or poured joint

Preformed compression holes on project plans.

of joint. Show location of

Place drain on uphill side point on AC at gutterline.

(vert. or horiz.) at lowest

Provide 2" dia. drain holes

Note 1:

Barrier

See Note 1

Asphaltic plug joint

Finish grade at top of overlay or poured joint seals

Preformed compression joint seals geometry shown. See seal bend details, this sheet.

Saw cut concrete as required to install joint seal to

" dia. holes4 and cut to hole

Drill hole thru sealer bend (i.e. radius of 9" or less)

Upturn at locations requiring sharp

Downturns

Remove small wedge

45°

Slope todrain

Slope todrain

" min. thickness)4 1(

" x 8" x ** (A36)4

1PL

1'-8" centered on joint

* Saw cut overlay after paving and place joint material.

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

ASPHALTIC PLUG JOINT SEAL ~ DETAIL "A"

Backer rod

Mill deck as required

PLAN: EXPANSION JOINT

Asphaltic or Structural Concrete gutterline. See note 1.

horiz.) at lowest point on AC at

Provide 2" dia. drain holes (vert. or

" to 2"2

Joint widths = m in

P L t h ic k n e s s

ASPHALTIC CONCRETE OVERLAY

TEMP. OVERLAY AT JOINTS WITH

STRUCTURAL CONCRETE OVERLAY

TEMP. OVERLAY AT JOINTS WITH

SEAL DETAIL AT PARAPET

SEAL DETAIL AT BARRIER

JOINT SEAL BEND JOINT

information see 00585.44.

from the QPL, for more

Asphaltic plug joint seal

.d g n

B R

J A

N

BR157

SEAL

ASPHALTIC PLUG JOINT

20-APR-2018N/A

Size

Joint Seal

M e a n T e m p e r a tu r e

Jo in t In s ta ll a ti o n W id th

N o m in a l

W id th

M in

D e p th

M in Jo in t

C lo s u r e

M a x Jo in t

O p e n in g

R a n g e

T o ta l

M o v e m e n t

"2 1 "2

"4

3 "16

"16

"2

"2 1 1 "16

1" "4

1" "4 31 "16

"4 31"4

31"4 11"4

11 1"

"2

"4

2"

"2

"4

"2

2"

"4

"4

"2

"4

2" "2

"2

"2

2"

"16

"4

"8

"16

"2

"8

"16

"16

Precompressed Foam Silicone Joint Seal after placing nosing. (gutter to gutter)

" x 45° chamfer, typ. each side 4

" to 16

Grind

Precompressed foam silicone joint seal after placing nosing. (gutter to gutter)

" x 45° chamfer, typ. each side 4

" to 16

Grind after placing nosing. (gutter to gutter)

" x 45° chamfer, typ. each side 4

" to 16

Grind

Precompressed foam silicone joint seal

D E T .d g n

ARMORED JOINT WITH OVERLAY

Field-cut bend for outside corner is acceptable.

Use factory-fabricated bend for inside corner at gutter line.

manufacturer's recommendations.

silicone joint seal including bend joint according to the

Prepare joint surfaces and install precompressed foam elastomeric concrete nosing. See detail this sheet.

Blockout joint with temporary blockout prior to placing rehabilitation only, see project plans for joint size.

Use precompressed foam silicone joint seal for bridge joint

NOTES:

10° F change in temperature.

Joint setting = ____" @ ____° F. Joint width varies ____" per

PROPOSED TEMPORARY BLOCKOUT

BRIDGE RAIL TYPES

sillicone joint seal

Precompressed foam joint seal foam sillicone

Precompressed sillicone joint seal

Precompressed foam

Plywood, see note

Polyurethane foam intact armor leg may remain in place.

with elastomeric concrete. Fully horizontal steel angle. Fill the void hatched portion of existing armor

Existing armored corners, remove

Elastomeric concrete nosing (gutter to gutter) concrete joint surfaces are in good condition.

Elastomeric concrete nosing may be omitted, when

NOTE:

"=1'-0"8

Scale:

3-TUBE CURB MOUNT RAIL

"=1'-0"8

Scale:

VERTICAL CONCRETE PARAPET

sillicone joint seal

Precompressed foam

"=1'-0"8

Scale:

CONCRETE PARAPET WITH STEEL POST

"=1'-0"8

Scale:

TYPE "F" CONCRETE RAIL

NON-ARMORED JOINT SECTION WITH PPC OVERLAY

PPC Overlay

Precompressed foam joint seal concrete joint surfaces are in good condition.

Elastomeric concrete nosing may be omitted, when

NOTE:

Epoxy Adhesive

Elastomeric concrete nosing (gutter to gutter)

Epoxy Adhesive

Epoxy Adhesive

Epoxy adhesive

NON-ARMORED JOINT SECTION

SIDEWALK JOINT SECTION

Overlay

Registered Professional Engineer.

not be used without consulting a responsibility of the user and should principles and practices, is the sole generally accepted engineering while designed in accordance with

The selection and use of this detail, F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

OREGON DEPARTMENT OF TRANSPORTATION

TECHNICAL SERVICES

DETAILS

DETAIL NO.

SILICONE JOINT SEALS

PRECOMPRESSED FOAM

DET3138

D E T

6"

V a r ie s m in m in

7" min.

1" typ.

7" m in m in

Elastomeric concrete nosing (gutter to gutter)

(Pedestrian traffic type)

Precompressed foam silicone joint seal m a x stable and slip resistance top surface.

Provide joint seal having firm, NOTE:

Bridge rails mounted on curb similar.

NOTE:

for the existing inside corner for a joint rehabilitation project.

Show bend angle on the project plans. Field verify bend angle required

Note to Designer:

plywood as shown prior to placing elastomeric concrete nosing.

" 2 1" to 4

1Blockout joint with sandwich of polyurethane foam and

NOTE:

placement.

specifications for surface preparation before elastomeric concrete

When existing armor leg remains in place. See project plans and

NOTE:

bridge location.

plans. See BDM for the annual mean temperature at the

Fill in joint information and include the note in project

Note to Designer:

placing nosing. (full width of sidewalk)

Grind 2H:1V slope chamfer, typ. each side after