00 joints and expansion devices · expansion joint 4" & 5" expansion joint...
TRANSCRIPT
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.
Roadway Width, Gutter Line to Gutter Line
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.
Roadway Width, Gutter Line to Gutter Line
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.
Flow onto Substructure Cap
Bend up to Restrict Water
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
SECTION THROUGH JOINT
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
STATE HIGHWAY ENGINEER DATE
DATEDIRECTOR DIVISION OF STRUCTURAL DESIGN
SUBMITTED
APPROVED
DEPARTMENT OF HIGHWAYS
KENTUCKY
STANDARD DRAWING NO.
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.
Flow onto Substructure Cap
Bend up to Restrict Water
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
Flow onto Substructure Cap
Bend up to Restrict Water
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
Pay Limits for Replace
Expansion Joint
Incidental to Replace
1'-6"(Min.)Endwall 1'-6"(Min.) 1'-6"(Min.)
@ End Bents or Abutments @ Piers or Bents
SECTION THROUGH JOINT
@ 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
Expansion Joint Systems
For Pre-compressed foam
Extend Up and Aross Curb
Expansion Joint Seals
For 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
301 - 340
261 - 300
221 - 260
181 - 220
141 - 180
101 - 140
61 - 100
0 - 60
325
163
327
41
SECTION THROUGH JOINT
Joint Seal Joint Seal
1"-3"
REPLACEMENT
EXPANSION JOINT
BJE-003
STATE HIGHWAY ENGINEER DATE
DATEDIRECTOR DIVISION OF STRUCTURAL DESIGN
SUBMITTED
APPROVED
DEPARTMENT OF HIGHWAYS
KENTUCKY
STANDARD DRAWING NO.
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
STATE HIGHWAY ENGINEER DATE
DATEDIRECTOR DIVISION OF STRUCTURAL DESIGN
SUBMITTED
APPROVED
DEPARTMENT OF HIGHWAYS
KENTUCKY
STANDARD DRAWING NO.
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
STATE HIGHWAY ENGINEER DATE
DATEDIRECTOR DIVISION OF STRUCTURAL DESIGN
SUBMITTED
APPROVED
DEPARTMENT OF HIGHWAYS
KENTUCKY
STANDARD DRAWING NO.
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
SECTION THROUGH JOINT
1'-6"(Min.)Endwall 1'-6"(Min.) 1'-6"(Min.)
@ End Bents or Abutments @ Piers or Bents
SECTION THROUGH JOINT
@ End Bents or Abutments @ Piers or Bents
for Concrete
Armored Edge
Pay limit for
Class "M" Concrete
A A
5"
4"
Flow onto Substructure Cap
Bend up to Restrict Water
Strip Seal and Extrusions
movement.
Flow onto Substructure Cap
Bend up to Restrict Water
Strip Seal and Extrusions
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
Pay Limits for Replace
Expansion Joint
Incidental to Replace
Expansion Joint
Pay Limits for Replace
Expansion Joint
Incidental to Replace
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
Expansion Joint Systems
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
STATE HIGHWAY ENGINEER DATE
DATEDIRECTOR DIVISION OF STRUCTURAL DESIGN
SUBMITTED
APPROVED
DEPARTMENT OF HIGHWAYS
KENTUCKY
STANDARD DRAWING NO.
161
81
325
327
41
165
Concrete & Expansion Device.
Note: Remove X-Hatched Areas of