00 Joints and Expansion Devices · EXPANSION JOINT 4" & 5" EXPANSION JOINT 1"-3" Expansion Dam Pay Limits for Embed Extrusions Expansion Dam Incidental to Expansion Dam Pay Limits

02-26-20

02-26-20

1'-0"

6"

6" Min.

ARMORED EDGE

"x6" Studs43

" Plate85

6" Min.

Roadway Width, Gutter Line to Gutter Line

SECTION A-A

A

A

(For 1"-3" Expansion Dams and Bridge End)

3"

"2

12

Sla

b Thic

kness,

8"

max.

Existin

g or S

pecifie

d

"x6" Studs43

" Plate85

3"

"2

12

Sla

b Thic

kness,

8"

max.

Existin

g or S

pecifie

d

1'-0" 6" Min.

" Plate85

6" Min.


B

6"

ARMORED EDGE

"x6" Studs43 B

(For 4" & 5" Expansion Dams)SECTION B-B

"x6" Studs43

" Plate85

Manufacturer

Extrusion per

1'-0"

6"

6" Min.

ARMORED EDGE

" Plate85

6" Min.


SECTION C-C

C

C

"x6" Studs43

" Plate85

(For 5" Composite Box Beam Slab Ends)

"x6" Studs43

5"

2"

2"

Manufacturer

Extrusion per

General Notes

ARMORED EDGES

BJE-001-14

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF STRUCTURAL DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

shall be included in the unit price bid for the specified application and joint size.

joints expansion at edge armored for Payment JOINTS: EXPANSION AT EDGE ARMORED B.

fascia to fascia of slab for metal or guardrail type railing systems and no curb.

with concrete barrier or curb type railing or existing parapet applications and from

line gutter to line gutter from feet linear in be shall Measurement specified. as edge

armored the installing and furnishing for compensation full be shall Concrete for Edge

Amored for bid price unit contract the at Payment BRIDGE: OF END AT EDGE ARMORED A.

BASIS OF PAYMENT:

grind smooth.

and weld field line, lane or roadway the of centerline the near or at edges armored the Join

necessary. is stages more or two in edges armored of installation If CONSTRUCTION:STAGE

Fabricate and place new armored edges to match original or new grade.PLACEMENT:

Contrary to the Specifications, no shop plans are required.SHOP DRAWINGS:

no field coating will be required.

and painted be to not are concrete wiht contact in come to surfaces that except 607, Section

of requirement the with the with accordance in steel structural all paint and Clean PAINT:

proposals and applicable Standard Drawings.

plans, detail with accordance in dams expansion and/or edges armored Locate LOCATION:

conforming to ASTM A108, Grade 1015.

connectors shear stud embedded " 43are anchors stud edge armored The Anchors. Stud B.

will base acceptance on visual inspection.

Engineer The welding. for suitable steel grade commercial new, Use Steel. Structural A.

MATERIALS:

joint specification ANSI/AASHTO/AWS D1.5 Bridge Welding Code.

current with comply procedure welding and techniques Ensure SPECIFICATIONS:WELDING

Bridge Design Specifications.

LRFD AASHTO the of edition current the to are Specifications AASHTO the to references All

Construction. Bridge and Road for Specifications Standard Highways of Department Kentucky

the of edition current the to are Specifications the to references All SPECIFICATIONS:

02-26-20

02-26-20

General Notes

5"

4"

at Gutterline

End Plates

3"Min.

SECTION THROUGH BARRIER

Flow onto Substructure Cap

Bend up to Restrict Water

Strip Seal and Extrusions

Expansion Dam

Incidental to

line to gutter line.

gutter from feet lineal in be shall Measurement specified. as joint expansion

installing and finishing for compensation full be shall size) (specified Joint

Expansion for bid price unit contract the at Payment PAYMENT:OF BASIS

Contrary to the Specifications, no shop plans are required.SHOP DRAWINGS:

detail plans.

with accordance in dams expansion and/or edges armored Locate LOCATION:

are to the current edition of the AASHTO LRFD Bridge Design Specifications.

Specifications AASHTO the to references All Construction. Bridge and Road

for Specifications Standard Highways of Department Kentucky the of edition

current the to are Specifications the to references All SPECIFICATIONS:

Armored Edge

Joint Seal

Joint Data

movement.

obtain the required

by the manufacturer to

increment and as required

temperature change

Set Dimension A with

required movement shown.

must accommodate the

The joint seal supplied

SECTION THROUGH JOINT

at Gutterline

End Plates

3"Min.



For V-Seal Expansion Joint Systems

SECTION THROUGH BARRIER

3"

"21

2

2"

" 21

1

1"

Maximum Opening

Dim. A

A Joint Seal

(in)

ment

Incre-

(in)

ment

Incre-

Concrete Steel

Increment per 10°F

Temperature Change

321

161

323

81


Armored Edge

See STD DWG BJE-001 (C.E.)

Note: For Details of Armored Edge

See STD DWG BJE-001 (C.E.)

Note: For Details of Armored Edge

EXPANSION JOINT 4" & 5"

EXPANSION JOINT 1"-3"

Expansion Dam

Pay Limits for

Embed Extrusions

Expansion Dam

Incidental to

Expansion Dam

Pay Limits for

(ft)

Length

Expansion

(ft)

Length

Expansion

Extend Up 3" Minimum

Expansion Joint Systems

For Pre-compressed foam

381 - 440

321 - 380

261 - 320

201 - 260

141 - 200

81 - 140

0 - 80 321

301 - 340

261 - 300

221 - 260

181 - 220

141 - 180

101 - 140

61 - 100

0 - 60

325

163

327

41A

EXPANSION JOINTS

BJE-002



SUBMITTED

APPROVED


KENTUCKY


161

81

325

327

41

165

02-26-20

02-26-20

Joint Data

change increment and as

movement.

at Gutterline

End Plates

A

Joint Replacement

Pay limit for Exp.

Class "M" Concrete

3"Min.

3"Min.



For V-Seal Expansion Joint Systems

SECTION THROUGH PARAPET

(Typ. for Plinth Walls) (Typ. for Barrier Walls)

Maximum Opening

Dim. A

A

Armored Edge

Armored Edge

Armored Edge

"x6" Studs43



For V-Seal Expansion Joint Seals

The joint seal supplied must

accommodate the required

Dimension A with temperature

required by the manufacturer

movement shown. Set

to obtain the required

Note: For Details of Armored Edge See STD DWG BJE-001 (C.E.)

Proposed

Expansion Joint

Pay Limits for Replace

Expansion Joint

Incidental to Replace

Expansion Joint


Expansion Joint


1'-6"(Min.)Endwall 1'-6"(Min.) 1'-6"(Min.)

@ End Bents or Abutments @ Piers or Bents



Joint Replacement

Pay limit for Exp.

for Concrete

Armored Edge

Pay limit for

Class "M" Concrete

at Gutterline

End Plates

Existing

SECTION THROUGH PAPAPET

Extend Up 3" Minimum



Extend Up and Aross Curb

Expansion Joint Seals


(in)

ment

Incre-

(in)

ment

Incre-

Concrete Steel

Increment per 10°F

Temperature Change

321

161

323

81

(ft)

Length

Expansion

(ft)

Length

Expansion

381 - 440

321 - 380

261 - 320

201 - 260

141 - 200

81 - 140

0 - 80

301 - 340

261 - 300

221 - 260

181 - 220

141 - 180

101 - 140

61 - 100

0 - 60

325

163

327

41


Joint Seal Joint Seal

1"-3"

REPLACEMENT

EXPANSION JOINT

BJE-003



SUBMITTED

APPROVED


KENTUCKY


1"

"21

1

2"

"21

2

3"

321

161

81

325

327

41

165

Concrete & Expansion Device.

Note: Remove X-Hatched Areas of

02-26-20

02-26-20

Leveling/Sealing Grout

(Expansion or Adhesive)

Anchor Insert

" Plate85

3"x3"x

" Slide Plate21

163

ANCHOR BOLT DETAIL

SECTION

leveling silcone sealant

recess and fill with self

After installation clean

PLAN

" 2

13

" Plate85

2"Ø Hole in

" Slide Plate21

¡ Anchors

Edge of Plate

81

For Sealing Purposes

" Plate85

3"x3"x

"Ø x4" H.S. Bolt & Washer85

3"

10"

1'-

9"

"21

4

9"Exp. Joint

"21

Exp. Joint +

TYPE 3 SLIDE PLATE

"21

4

9"Exp. Joint

"21

Exp. Joint +

7"

"41

2

"43

8

4"

6"

6"

3"

6"

4"

= 2'-

6"

5~spaces

@ 6"

Varie

s

SINGLE SLOPE SLIDE PLATE

"21

4

9"Exp. Joint

"21

Exp. Joint +

3"

= 3'-

0"

6~

Spaces

@ 6"

SIDEWALK SLIDE PLATE

1"Sidewalk1'-0"

5"

(Typ.)

Spa.

1'-0"

" 163

General Notes

COVER PLATE DETAILS

EXPANSION JOINT

BJE-004



SUBMITTED

APPROVED


KENTUCKY


Gutter Line

" Plate21

" recess in concrete21

Studs (Typ.)

"x4" Shear85

" recess in concrete21

" Plate21

Gutter Line

Studs (Typ.)

"x4" Shear85

Studs (Typ.)

"x4" Shear85

See Detail

Bolt (Typ.)

" Anchor85

" Plate21

with Curb

Consistent

to Radius

Grind Corner

Gutter Line

" Plate21

grade and cross slope or 2% with parabolic crown.

theroadway to conform shall assembly Joint trough. the of ends the between joint

of centerline along measured foot, linear per price unit contract the in beincluded

shall details assembly these in shown as materials and hardware plates, all

and Joint Expansion the placing and furnishing of cost The PAYMENT:OF BASIS

with current joint specification ANSI/AASHTO/AWS D1.5 Bridge Welding Code.

comply procedure welding and techniques Ensure SPECIFICATIONS:WELDING

with ASTM A123.

accordance in galvanized be shall steel structural All 1015. Grade A108, toASTM

conform connectors shear stud Ensure Specifications. the of 807 Section with

accordance in is only, material, sealing Joint Engineer. the by inspection onvisual

based be will Acceptance 1015. Grade A108, ASTM to conform shall studconnectors

Anchor assembly. the for required be will drawings Shop welding. for suitable

steel GR50 M270 new, be shall material Steel SPECIFICATIONS:MATERIAL

current edition of the AASHTO Standard Specifications for Highway Bridges.

the to are Specifications AASHTO the to references All Construction. Bridge

and Road for Specifications Standard Highways of Department Kentucky the of

edition current the to are Specifications the to references All SPECIFICATIONS:

02-26-20

02-26-20

General Notes ~ Expansion Joint Replacement

GENERAL NOTES

REPLACEMENT

EXPANSION JOINT

BJE-005



SUBMITTED

APPROVED


KENTUCKY


as directed by the Engineer, 200 linear feet of #4 steel reinforcing bars

in 20' lengths. Place these bars in areas deemed by the Engineer to require

additional reinforcement. Field cutting and bending is permitted. Do not

place any additional steel reinforcement above the height of the top row of

studs on the armored edges. Ensure that all exposed steel reinforcement is

tied in accordance with Section 602. prior to pouring the new Class "M"

G. Approach Pavement Repair. If no bridge overlay approach is specified the

Contractor shall repair any and all damage to the approach pavement due to

this construction. A new asphalt surface wedge up to three feet long and the

of the Engineer prior to allowing traffic back onto the structure after each

section of the joint is replaced. No additional payment will be allowed for

this work, as it will be considered incidental to the pay item "Armored Edge

I. Damage to the Structure. The Contractor shall bear all responsibility

even to removal and replacement of a fallen span, should the fallen span

and expense for any and all damage to the structure during the repair work

J. Shop Plans. Shop plans will not be required. The Contractor is responsible

for obtaining field measurements and supplying properly sized materials to

linear feet from gutter line to gutter line along the centerline of the joint.

", 3", 4" & 5" The Department will21

", 2", 221

A. Expansion Joint Replace - 1",

MATERIALS.

A. Class "M" Concrete. Use either "M1" or "M2". See Section 601.

B. Steel Reinforcement. Use Grade 60. See Section 602.

C. Epoxy Bond Coat. See Section 511.

CONSTRUCTION.

Remove debris and/or expansion joint filler as directed by the Engineer.

Clean and leave all existing steel reinforcement encountered in place.

Damaged steel reinforcement will be repaired as directed by the

Engineer at no additional cost to the Department. Dispose of all removed

material entirely away from the job site.

Concrete. Deliver unused bars as directed by the Engineer.

continuous, unbroken length. Place neoprene strip seals as recommended by

the manufacturer and in accordance with Section 609.

D. Stage Construction. Installation of concrete and armored edges in two

for Concrete".

in existing structure shall be replaced at the Contractors expense.

before ordering any material. New material that is unsuitable due to variation

H. Verifying Field Conditions. The Contractor shall field verify all dimensions

result from the Contractor's actions.

complete the work.

MEASUREMENT.

measure the quantity in linear feet from gutter line to gutter line along

the centerline of the joint.

B. Armored Edge for Concrete. The Department will measure the quantity in

C. Steel Reinforcement. The Department will measure the quantity in LBS.

C. Steel Reinforcement. See Section 602.

CONSTRUCTION. (Continued)

in accordance with manufacture's recommendations concerning approved adhesives,

welds between sticks, appurtenances, and adhesion to concrete or armored

near the centerline of the roadway or lane line, field weld and grind smooth.

edges and section 609.

(or more if specified) stages is necessary. Join the armored edges at or

existing concrete and structural steel to come in contact with new concretebe painted and no field coating will be required. Blast clean all areas of

until free of all laitance and deleterious substances immediately prior to the

to come in contact with the new Class "M" Concrete are to be coated with an epoxy

D. Joint Seal System. Use a joint seal system for the specified width in

accordance with section 807.

SPECIFICATIONS: All references to the Specifications are to the current

edition of the Kentucky Department of Highways Standard Specifications for Road

and Bridge Construction. All references to the AASHTO Specifications are to

the current edition of the AASHTO LRFD Bridge Design Specifications.

A. See Section 606.

EQUIPMENT.

A.

B.

C.

in pre-compressed sticks for easy installation. System shall be installed

E. Pre-Compressed Foam Expansion Joint Systems. System shall be supplied

placement of the Class "M" Concrete. The surface areas of existing concrete

bond coat immediately prior to placing new concrete in accordance with Section 511.

horizontal as possible. The interfaces of the new and old concrete shall be as nearly vertical and

unit price per linear foot shall be full compensation for removing specified

existing materials, furnishing and installing the new armored edges, concrete,

seal, and all incidental items necessary to complete the work within the specified

B. Armored Edge for Concrete. Payment at the contract unit price per linear

foot shall be full compensation for furnishing and installing new armored edges

", 3", 4" & 5". Payment at the contract21

", 2" 2 21

A. Expansion Joint Replace - 1", 1

pay limits.

at each end of bridge.

PAYMENT:

F. Preformed Neoprene Strip Seals and V Seals. Place the seals in one

materials have been removed, place new armored edges to match the grade

width of the bridge deck shall be placed and compacted to the satisfaction

Remove Existing Materials. Remove existing Expansion Dam, Bridge End,

Place New Concrete and Armored Edges. After all specified existing

of the proposed overlay or to match the original grade. Place the new

Class "M" concrete to the scarified grade and finish to receive the new

overlay or place the new Class "M" concrete to the original grade and finish

with broom strokes drawn transversely from curb to curb. All new structural

steel shall be cleaned and painted in accordance with requirements of Section

607.03.23, except that surfaces to come in contact with concrete are not to

Additional Epoxy Coated Steel Reinforcement. Furnish for replacement,

02-26-20

02-26-20

Joint Data


1'-6"(Min.)Endwall 1'-6"(Min.) 1'-6"(Min.)




for Concrete

Armored Edge

Pay limit for

Class "M" Concrete

A A

5"

4"




movement.




The joint seal supplied must accommodate

the required movement shown. Set

Dimension A with temperature change

increment and as required by the

manufacturer to obtain the required

Proposed

Note: For Details of Armored Edge See STD DWG BJE-001 (C.E.)

Expansion Joint


Expansion Joint


Expansion Joint


Expansion Joint


Joint Replacement

Pay limit for Expansion

Joint Replacement

Pay limit for Expansion

Armored EdgeJoint SealJoint Seal

Armored EdgeEmbed Extrusions Embed Extrusions

Extend Up and Aross Curb


Pre-compressed foam

(in)

ment

Incre-

(in)

ment

Incre-

Concrete Steel

Increment per 10°F

Temperature Change

321

161

323

81

(ft)

Length

Expansion

(ft)

Length

Expansion

381 - 440

321 - 380

261 - 320

201 - 260

141 - 200

81 - 140

0 - 80 321

301 - 340

261 - 300

221 - 260

181 - 220

141 - 180

101 - 140

61 - 100

0 - 60

325

163

327

41

at Gutterline

End Plates

Existing

SECTION THROUGH PAPAPET

at Gutterline

End Plates

Class "M" Concrete

3"Min.

3"Min.

SECTION THROUGH PARAPET(Typ. for Plinth Walls) (Typ. for Barrier Walls)

Maximum Opening

Dim. A

4" & 5"

REPLACEMENT

EXPANSION JOINT

BJE-006



SUBMITTED

APPROVED


KENTUCKY


161

81

325

327

41

165

Concrete & Expansion Device.

Note: Remove X-Hatched Areas of

Documents

00 Joints and Expansion Devices · EXPANSION JOINT 4" & 5" EXPANSION JOINT 1"-3" Expansion Dam Pay Limits for Embed Extrusions Expansion Dam Incidental to Expansion Dam Pay Limits