` `sawcut (see note 2) (see note 2) 1/4 +/- 1/8...sawcut is 1/4 inch (0 min. to 1/2 inch max.) from...
TRANSCRIPT
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
SHEET 1 OF 2 SHEETS
STANDARD PLAN A-40.20-04
DETAIL 1 DETAIL 3 DETAIL 4DETAIL 2
ASPHALT
EXISTING
ASPHALT
EXISTING
NEW HMA
DETAIL 6
NEW HMA
ASPHALT
EXISTING
1/2" 1/2" 1"
3"
SA
WC
UT D
EP
TH
3"
SA
WC
UT D
EP
TH
NEW HMA
3"
SA
WC
UT D
EP
TH
NEW HMA
DETAIL 5
3/4" +/- 1/4"
` `
1" +/- 1/4"
1"
NEW HMANEW HMA
1/4" +/- 1/8"
FOAM BACKER ROD
3"
DE
PT
H
3"
DE
PT
H
DETAIL 7
CONCRETECONCRETECONCRETECONCRETECONCRETE
CONCRETE
CONCRETE CONCRETE
CONCRETE
1/2"
HMA HMA
HMA
3"
SA
WC
UT D
EP
TH
`
``
``
CONCRETE OPEN JOINT
IN ACCORDANCE WITH
(LEVEL WITH CONCRETE)
CLEAN AND SEAL
SECTION 5-01.3(8)
STANDARD SPEC. IN ACCORDANCE WITH
(LEVEL WITH CONCRETE)
CLEAN AND SEAL
SECTION 5-01.3(8)
STANDARD SPEC.
1"
1/2"
3/8" +/- 1/8" 3/8" +/- 1/8"VARIES
1/2"
(SEE NOTE 2) (SEE NOTE 2)(SEE NOTE 2) (SEE NOTE 2)
1.
NOTES
3.
(SEE NOTE 2) (SEE NOTE 2)
3"
SA
WC
UT D
EP
TH
SAWCUT SAWCUT
SAWCUT SAWCUT
EXISTING JOINT
SAWCUT AND
EXISTING JOINT
SAWCUT AND
JOINT
1/4" +/- 1/8"
ASPHALT
EXISTING
HMA
FOAM BACKER ROD FOAM BACKER ROD
CONCRETE
2.
4.
1/2 INCH PAVED PANEL JOINT SEAL 1 INCH PAVED PANEL JOINT SEAL
1/2 INCH JOINT SEAL AT END OF CONCRETE 1 INCH JOINT SEAL AT END OF CONCRETE 1/2 INCH CONCRETE ASPHALT BUTT JOINT 1 INCH CONCRETE ASPHALT BUTT JOINT
JOINT SEALS
BRIDGE PAVING
DR
AW
N B
Y: F
ER
N LID
DE
LL
MEMBRANE
WATERPROOFMEMBRANE
WATERPROOF
Specification Section 5-05.3(8)B
Standard Standard Specification Section 5-05.3(8)
LONGITUDINAL AND TRANSVERSE JOINT" shall be used for payment.
, the item "SEALING EXISTING Detail 7"PAVED PANEL JOINT SEAL" shall be used for payment. For
, the item 6 and Details 5, the item "HMA SAWCUT AND SEAL" shall be used for payment. For 4, and Details 1, 2, 3For
sawcut is 1/4 inch (0 min. to 1/2 inch max.) from the concrete.
, the construction tolerance to locate the 2and Details 1 The Contractor shall avoid sawcutting concrete at all locations. For
.
and sealed in accordance with Sawcut shall be as described in
the 1 inch joint details for other applications. Use Detail 5 on steel trusses and timber bridges with concrete deck panels.
Use the 1/2 inch joint details for bridges with expansion length less than 100 feet and for bridges with L type abutments. Use
IN ACCORDANCE WITH
CLEAN AND SEAL (LEVEL WITH CONCRETE)
SECTION 5-01.3(8)
STANDARD SPEC.
STAT
EOFWASHINGTON
PROFESSIONAL ENGI
NEER
REENIGNE LARUTC
URTS
27695
BI
JAN KHALEGHI
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
SHEET 1 OF 2 SHEETS
STANDARD PLAN A-40.20-04
DETAIL 1 DETAIL 3 DETAIL 4DETAIL 2
ASPHALT
EXISTING
ASPHALT
EXISTING
NEW HMA
DETAIL 6
NEW HMA
ASPHALT
EXISTING
1/2" 1/2" 1"
3"
SA
WC
UT D
EP
TH
3"
SA
WC
UT D
EP
TH
NEW HMA
3"
SA
WC
UT D
EP
TH
NEW HMA
DETAIL 5
3/4" +/- 1/4"
` `
1" +/- 1/4"
1"
NEW HMANEW HMA
1/4" +/- 1/8"
FOAM BACKER ROD
3"
DE
PT
H
3"
DE
PT
H
DETAIL 7
CONCRETECONCRETECONCRETECONCRETECONCRETE
CONCRETE
CONCRETE CONCRETE
CONCRETE
1/2"
HMA HMA
HMA
3"
SA
WC
UT D
EP
TH
`
``
``
CONCRETE OPEN JOINT
IN ACCORDANCE WITH
(LEVEL WITH CONCRETE)
CLEAN AND SEAL
SECTION 5-01.3(8)
STANDARD SPEC. IN ACCORDANCE WITH
(LEVEL WITH CONCRETE)
CLEAN AND SEAL
SECTION 5-01.3(8)
STANDARD SPEC.
1"
1/2"
3/8" +/- 1/8" 3/8" +/- 1/8"VARIES
1/2"
(SEE NOTE 2) (SEE NOTE 2)(SEE NOTE 2) (SEE NOTE 2)
1.
NOTES
3.
(SEE NOTE 2) (SEE NOTE 2)
3"
SA
WC
UT D
EP
TH
SAWCUT SAWCUT
SAWCUT SAWCUT
EXISTING JOINT
SAWCUT AND
EXISTING JOINT
SAWCUT AND
JOINT
1/4" +/- 1/8"
ASPHALT
EXISTING
HMA
FOAM BACKER ROD FOAM BACKER ROD
CONCRETE
2.
4.
1/2 INCH PAVED PANEL JOINT SEAL 1 INCH PAVED PANEL JOINT SEAL
1/2 INCH JOINT SEAL AT END OF CONCRETE 1 INCH JOINT SEAL AT END OF CONCRETE 1/2 INCH CONCRETE ASPHALT BUTT JOINT 1 INCH CONCRETE ASPHALT BUTT JOINT
JOINT SEALS
BRIDGE PAVING
DR
AW
N B
Y: F
ER
N LID
DE
LL
MEMBRANE
WATERPROOFMEMBRANE
WATERPROOF
Specification Section 5-05.3(8)B
Standard Standard Specification Section 5-05.3(8)
LONGITUDINAL AND TRANSVERSE JOINT" shall be used for payment.
, the item "SEALING EXISTING Detail 7"PAVED PANEL JOINT SEAL" shall be used for payment. For
, the item 6 and Details 5, the item "HMA SAWCUT AND SEAL" shall be used for payment. For 4, and Details 1, 2, 3For
sawcut is 1/4 inch (0 min. to 1/2 inch max.) from the concrete.
, the construction tolerance to locate the 2and Details 1 The Contractor shall avoid sawcutting concrete at all locations. For
.
and sealed in accordance with Sawcut shall be as described in
the 1 inch joint details for other applications. Use Detail 5 on steel trusses and timber bridges with concrete deck panels.
Use the 1/2 inch joint details for bridges with expansion length less than 100 feet and for bridges with L type abutments. Use
IN ACCORDANCE WITH
CLEAN AND SEAL (LEVEL WITH CONCRETE)
SECTION 5-01.3(8)
STANDARD SPEC.
STAT
EOFWASHINGTON
PROFESSIONAL ENGI
NEER
REENIGNE LARUTC
URTS
27695
BI
JAN KHALEGHI
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
`
4 : 1 SLOPE
JOINT SEALS
BRIDGE PAVING
STANDARD PLAN A-40.20-04ABUTMENT
ISOMETRIC VIEW
TO ABUTMENT
MEASURED PERPENDICULAR
1.
2.
3.
4.
5.
PLANING DETAIL
CONCERTE TO ASPHALT BUTT JOINT
PLANER DAMAGE DETAIL
ASPHALT BUTT DETAIL
NEW HMAEXISTING HMA
BUTT JOINT
PROFILE
FINAL
2' - 0"
0.2% MAX.
BRIDGE DECK
1' - 1"
AT BACK OF PAVEMENT SEAT
PAVEMENT REPAIR
PLANED SURFACE
PLANED SURFACE
PLANED SURFACE
PATCHING LIMIT
AND PAVEMENT
BUTT JOINT BETWEEN CONCRETE
LONGITUDINAL PAVEMENT JOINT DETAIL
COMPACTED HMA
STAGE 1
MEMBRANE
WATERPROOF
STAGE 1
IN STAGE 2
PROTECTION TO BE REMOVED
STAGE 1 TEMPORARY MEMBRANE
STAGE 1 REMOVAL LIMIT
MEMBRANE
WATERPROOF
STAGE 2
DECK
CONCRETE
PROFILE
EXISTING HMA PAVEMENT
THAN 1/4" (IN) DEEP
PLANER DAMAGE MORE
R̀OADWAY
ON MEMBRANE
ASPHALT TACK COAT
HMA DEPTH
UNIFORM
JOINT DETAIL, THIS SHEET
SEE LONGITUDINAL PAVING
DRAIN
RAISED BRIDGE
TO OTHER ITEMS FOR WHICH PAYMENT IS MADE
BASE COURSE FOR MINOR PAVEMENT REPAIR IS INCIDENTAL
IF NECESSARY, REMOVAL, HAUL & COMPACTED HMA OR
DETAIL 8
DETAIL 9
DETAIL 10
DETAIL 11
DETAIL 12
RECESSED DRAIN
NOTE:
(BRIDGE WITH HMA NOT SHOWN)(SHOWING VERTICAL EDGE)
*
MIN.
3"
DR
AW
N B
Y: F
ER
N LID
DE
LL
*
PAVEMENT REPAIR AT BACK OF PAVEMENT SEAT
NOTES FOR DETAIL 12:
6" (IN) MIN. LAP
MIN.0.15' (FT) HMA FINAL LIFT
COMPACTED HMA CLASS 1/2" (IN)
THIS SHEET
,DETAIL 10SEE
REPAIR DEPTH
OF PAVEMENT
0.93' (FT) MIN. = LIMIT
SHEET 1
DETAIL 3 OR 4,SEAL
SEE BRIDGE PAVING JOINT
TRANSVERSE DIRECTION ~
FOR LONGITUDINAL AND
BEYOND DAMAGE ~ (TYP.)
1' - 0" MIN. REMOVAL
WITH TACK COAT
BACK OF PAVEMENT SEAT
WITH TACK COAT
PAVEMENT SEAT
HMA TRANSITION LENGTH = 50' - 0" MIN.
THE EXISTING PAVEMENT
THE BASE COURSE SUPPORTING
EXCAVATION SHALL NOT DISTURB
IS MADE
TO ITEMS FOR WHICH PAYMENT
3" (IN) MINIMUM HAND REMOVAL IS INCIDENTAL
OR APPROACH SLAB
CONCRETE STRUCTURE, PAVEMENT,
OR APPROACH SLAB
CONCRETE STRUCTURE, PAVEMENT,
TO ITEMS FOR WHICH PAYMENT IS MADE
HAND REMOVAL OF HMA ~ ALL WORK IS INCIDENTAL
AS AN ALTERNATE, 0.15' (FT) DEEP SAWCUT PRIOR TO
TRANSVERSE PLANING FOR A VERTICAL EDGE OR
PER MFG. SPECIFICATIONS
MEMBRANE PRIMER
AS SPECIFIED BY THE ENGINEER
ADDITIONAL HMA OR BACKFILL
DETAIL 3 OR 4, SHEET 1 SEE
BUTT JOINT BETWEEN CONCRETE AND ASPHALT ~
BY HAND METHODS IS REQUIRED TO
IF TEMPORARY HMA IS USED, REMOVAL
NOT DAMAGE MEMBRANE
STAGE 2 HMA
THE ITEMS FOR WHICH PAYMENT IS MADE
REPAIR SHALL BE CONSIDERED INCIDENTAL TO
ALL WORK, MATERIALS, & EQUIPMENT TO COMPLETE
WITH WATERPROOF MEMBRANE
THE ENGINEER
MEMBRANE PROTECTION ACCEPTED BY
WITH HEAVY WRAPPING PAPER OR OTHER
6" (IN) WATERPROOF MEMBRANE LAP, COVERED
WATERPROOF MEMBRANE PLACEMENT
(TYP.)
WATERPROOF MEMBRANE
& CURE
BRIDGE DECK REPAIR
DECK OR APPROACH SLAB
FOR BRIDGE STANDARD SPECIFICATION SECTION 6-09.3(6)WITH
ALL REMOVAL, FORMING AND PATCHING WILL BE IN ACCORDANCE
HAND REMOVAL SHALL BE 3" (IN) MIN. OR 3/4" (IN) BELOW TOP REBAR ~
PAVEMENT SLAB
FOR SECTION 5-05.3(22)
STANDARD SPEC. SEE
STANDARD SPEC. SECTION 5-04.3(12)BWITH
HMA NOTCHED WEDGE JOINT IN ACCORDANCE
incidental to the item Pavement Repair.
Additional backfill up to one (1x) cubic yard is considered
specified otherwise in the plans.
Mix design, design & acceptance is commercial HMA, unless
Pavement Repair, unless specified otherwise in the plans.
Payment for final lift HMA is considered incidental to the item
Section 5-04.3(9).
Standard Specification Placement will be in accordance with
the curb distance, measured along the back-of-pavement seat.
The length of pavement repair for measurement and payment is
Specification Section 5-04.3(3)C.
Standard to the existing profile and use vertical control per
Standard Plan A-60.30Final profile grade shall transition per
STANDARD SPEC. SECTION 5-04.3(4)
TACK COAT IN ACCORDANCE WITH
VERTICAL EDGE ~
STAT
EOFWASHINGTON
PROFESSIONAL ENGI
NEER
REENIGNE LARUTC
URTS
27695
BI
JAN KHALEGHI
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
`
4 : 1 SLOPE
JOINT SEALS
BRIDGE PAVING
STANDARD PLAN A-40.20-04ABUTMENT
ISOMETRIC VIEW
TO ABUTMENT
MEASURED PERPENDICULAR
1.
2.
3.
4.
5.
PLANING DETAIL
CONCERTE TO ASPHALT BUTT JOINT
PLANER DAMAGE DETAIL
ASPHALT BUTT DETAIL
NEW HMAEXISTING HMA
BUTT JOINT
PROFILE
FINAL
2' - 0"
0.2% MAX.
BRIDGE DECK
1' - 1"
AT BACK OF PAVEMENT SEAT
PAVEMENT REPAIR
PLANED SURFACE
PLANED SURFACE
PLANED SURFACE
PATCHING LIMIT
AND PAVEMENT
BUTT JOINT BETWEEN CONCRETE
LONGITUDINAL PAVEMENT JOINT DETAIL
COMPACTED HMA
STAGE 1
MEMBRANE
WATERPROOF
STAGE 1
IN STAGE 2
PROTECTION TO BE REMOVED
STAGE 1 TEMPORARY MEMBRANE
STAGE 1 REMOVAL LIMIT
MEMBRANE
WATERPROOF
STAGE 2
DECK
CONCRETE
PROFILE
EXISTING HMA PAVEMENT
THAN 1/4" (IN) DEEP
PLANER DAMAGE MORE
R̀OADWAY
ON MEMBRANE
ASPHALT TACK COAT
HMA DEPTH
UNIFORM
JOINT DETAIL, THIS SHEET
SEE LONGITUDINAL PAVING
DRAIN
RAISED BRIDGE
TO OTHER ITEMS FOR WHICH PAYMENT IS MADE
BASE COURSE FOR MINOR PAVEMENT REPAIR IS INCIDENTAL
IF NECESSARY, REMOVAL, HAUL & COMPACTED HMA OR
DETAIL 8
DETAIL 9
DETAIL 10
DETAIL 11
DETAIL 12
RECESSED DRAIN
NOTE:
(BRIDGE WITH HMA NOT SHOWN)(SHOWING VERTICAL EDGE)
*
MIN.
3"
DR
AW
N B
Y: F
ER
N LID
DE
LL
*
PAVEMENT REPAIR AT BACK OF PAVEMENT SEAT
NOTES FOR DETAIL 12:
6" (IN) MIN. LAP
MIN.0.15' (FT) HMA FINAL LIFT
COMPACTED HMA CLASS 1/2" (IN)
THIS SHEET
,DETAIL 10SEE
REPAIR DEPTH
OF PAVEMENT
0.93' (FT) MIN. = LIMIT
SHEET 1
DETAIL 3 OR 4,SEAL
SEE BRIDGE PAVING JOINT
TRANSVERSE DIRECTION ~
FOR LONGITUDINAL AND
BEYOND DAMAGE ~ (TYP.)
1' - 0" MIN. REMOVAL
WITH TACK COAT
BACK OF PAVEMENT SEAT
WITH TACK COAT
PAVEMENT SEAT
HMA TRANSITION LENGTH = 50' - 0" MIN.
THE EXISTING PAVEMENT
THE BASE COURSE SUPPORTING
EXCAVATION SHALL NOT DISTURB
IS MADE
TO ITEMS FOR WHICH PAYMENT
3" (IN) MINIMUM HAND REMOVAL IS INCIDENTAL
OR APPROACH SLAB
CONCRETE STRUCTURE, PAVEMENT,
OR APPROACH SLAB
CONCRETE STRUCTURE, PAVEMENT,
TO ITEMS FOR WHICH PAYMENT IS MADE
HAND REMOVAL OF HMA ~ ALL WORK IS INCIDENTAL
AS AN ALTERNATE, 0.15' (FT) DEEP SAWCUT PRIOR TO
TRANSVERSE PLANING FOR A VERTICAL EDGE OR
PER MFG. SPECIFICATIONS
MEMBRANE PRIMER
AS SPECIFIED BY THE ENGINEER
ADDITIONAL HMA OR BACKFILL
DETAIL 3 OR 4, SHEET 1 SEE
BUTT JOINT BETWEEN CONCRETE AND ASPHALT ~
BY HAND METHODS IS REQUIRED TO
IF TEMPORARY HMA IS USED, REMOVAL
NOT DAMAGE MEMBRANE
STAGE 2 HMA
THE ITEMS FOR WHICH PAYMENT IS MADE
REPAIR SHALL BE CONSIDERED INCIDENTAL TO
ALL WORK, MATERIALS, & EQUIPMENT TO COMPLETE
WITH WATERPROOF MEMBRANE
THE ENGINEER
MEMBRANE PROTECTION ACCEPTED BY
WITH HEAVY WRAPPING PAPER OR OTHER
6" (IN) WATERPROOF MEMBRANE LAP, COVERED
WATERPROOF MEMBRANE PLACEMENT
(TYP.)
WATERPROOF MEMBRANE
& CURE
BRIDGE DECK REPAIR
DECK OR APPROACH SLAB
FOR BRIDGE STANDARD SPECIFICATION SECTION 6-09.3(6)WITH
ALL REMOVAL, FORMING AND PATCHING WILL BE IN ACCORDANCE
HAND REMOVAL SHALL BE 3" (IN) MIN. OR 3/4" (IN) BELOW TOP REBAR ~
PAVEMENT SLAB
FOR SECTION 5-05.3(22)
STANDARD SPEC. SEE
STANDARD SPEC. SECTION 5-04.3(12)BWITH
HMA NOTCHED WEDGE JOINT IN ACCORDANCE
incidental to the item Pavement Repair.
Additional backfill up to one (1x) cubic yard is considered
specified otherwise in the plans.
Mix design, design & acceptance is commercial HMA, unless
Pavement Repair, unless specified otherwise in the plans.
Payment for final lift HMA is considered incidental to the item
Section 5-04.3(9).
Standard Specification Placement will be in accordance with
the curb distance, measured along the back-of-pavement seat.
The length of pavement repair for measurement and payment is
Specification Section 5-04.3(3)C.
Standard to the existing profile and use vertical control per
Standard Plan A-60.30Final profile grade shall transition per
STANDARD SPEC. SECTION 5-04.3(4)
TACK COAT IN ACCORDANCE WITH
VERTICAL EDGE ~
STAT
EOFWASHINGTON
PROFESSIONAL ENGI
NEER
REENIGNE LARUTC
URTS
27695
BI
JAN KHALEGHI