04 - STRUCTURES - ct.gov. units 7th edition ... design specifications: aashto lrfd bridge design specifications customary supplemental specifications dated july 2015 …

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION PRINCIPAL ENGINEER

04 - STRUCTURES

PAVEMENT PRESERVATIONJPC

050-219ACC

S-1ON I-95

FAIRFIELD/BRIDGEPORT

INDEX OF DRAWINGS

S-1

S-2

S-6

S-7

S-8

S-3

S-4

S-5

S-9

S-10

INDEX OF DRAWINGS

S-11

ASPHALTIC PLUG JOINT DETAILS 1


MILLING AND PAVING RESTRICTIONS

S-12

GENERAL NOTES AND QUANTITIES

BRIDGE INFORMATION TABLE

S-13

S-14

S-15

S-16

S-17

S-18



PREFORMED JOINT SEAL CROSS SECTIONS

DECK PATCHING DETAILS

S-19

PREFORMED JOINT SEAL DETAILS

APJ MEDIAN/PARAPET DETAILS 1

APJ MEDIAN/PARAPET DETAILS 2

MEDIAN/PARAPET RECONSTRUCTION DETAILS

DECK/APPROACH SLAB EXIST. REBAR SCHEDULE

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

12/31/2015

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SIGNATURE/

APPROVED BY:

OFFICE OF ENGINEERING

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PREFORMED JOINT SEAL MEDIAN/PARAPET DETAILS 1

PREFORMED JOINT SEAL MEDIAN/PARAPET DETAILS 2

MEDIAN/PARAPET SLIDING PLATE DETAILS

APJ/PREFORMED JOINT CRACK SEAL DETAILS

04.01

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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ASPHALTIC PLUG EXPANSION JOINT SYSTEM NOTES

QUANTITIES

AMOUNTUNITITEM

C.Y.

C.Y.RECONSTRUCT CONCRETE DECK ENDS

C.F.

C.F.

MEMBRANE WATERPROOFING (WOVEN GLASS FABRIC)

470

PAVEMENT PRESERVATION

GENERAL NOTES AND QUANTITIES

FAIRFIELD/BRIDGEPORT 050-219

PREFORMED JOINT SEAL NOTES

JOINT BITUMINOUS CONCRETE PLACEMENT REQUIREMENTS

S.Y.

C.F.

ACC

JPC ON I-95

ELASTOMERIC CONCRETE HEADER

ASPHALTIC PLUG EXPANSION JOINT SYSTEM

PARTIAL DEPTH PATCH

80

5,780

7,260

1,500

S.Y.

S-2

7,110REMOVAL OF EXISTING WEARING SURFACE

GENERAL NOTES

JOINT WORK FOR BRIDGES

CONCRETE REPAIR NOTES

NO ADDITIONAL COST TO THE STATE.

PAID FOR OR SHALL BE REMOVED AND REDONE TO THE REQUIREMENTS ABOVE AT

ANY WORK NOT COMPLETED TO THE REQUIREMENTS DESCRIBED SHALL NOT BE 9.

COMPACTION REQUIREMENTS DESCRIBED ABOVE.

WORK SHALL STOP UNTIL SUCH TIME THAT THE CONTRACTOR CAN PERFORM THE

IF THE WORK IS NOT COMPLETED TO THE REQUIREMENTS DESCRIBED ABOVE, THE 8.

APPROVED BY THE ENGINEER PRIOR TO THEIR USE.

PLACEMENT PROCEDURES. THE EQUIPMENT AND PROCEDURES MUST BE

A REQUEST TO THE ENGINEER DESCRIBING THE CHANGE IN METHODS OR

THE CONTRACTOR MAY REQUEST TO USE ALTERNATE EQUIPMENT BY SUBMITTING 7.

IT SHALL WEIGH 3• TO 4• TONSII.

IT SHALL BE DESIGNED TO COMPACT HOT MIX ASPHALT.I.

THE DOUBLE DRUM ROLLER SHALL MEET THE FOLLOWING REQUIREMENTS:A.

THE FINAL (SURFACE) LIFT SHALL BE COMPACTED WITH A DOUBLE DRUM ROLLER.6.

(FOR ANY GIVEN AREA) BEFORE THE MATERIAL TEMPERATURE DROPS TO 180°F.

TAMPER (APPROVED FOR USE BY THE ENGINEER) A MINIMUM OF 20 TIMES

VIBRATORY PLATE COMPACTOR SHALL BE COMPACTED WITH A HAND

ANY CORNERS OR OTHER AREAS THAT CANNOT BE REACHED BY THE VI.

IT SHALL GENERATE A MINIMUM OF 4400 VIBRATIONS PER MINUTE.V.

160 POUNDS.

IT SHALL HAVE AN OPERATING WEIGHT (WITHOUT WATER) OF AT LEAST IV.

BUT NO GREATER THAN 6000 POUNDS.

IT SHALL GENERATE A CENTRIFUGAL FORCE OF AT LEAST 3200 POUNDS III.

IT SHALL BE EQUIPPED WITH A WATER TANK.II.

IT SHALL BE DESIGNED TO COMPACT BITUMINOUS CONCRETE.I.

THE VIBRATORY PLATE COMPACTOR SHALL MEET THE FOLLOWING REQUIREMENTS:A.

VIBRATORY PLATE COMPACTOR DESIGNED TO COMPACT HOT MIX ASPHALT.

ALL INTERMEDIATE (NON-SURFACE) LIFTS SHALL BE COMPACTED WITH A 5.

BELOW TO COMPLETE THE REQUIRED NUMBER OF PASSES.

OF 180°F. THE CONTRACTOR SHALL USE THE COMPACTION EQUIPMENT DESCRIBED

BE COMPLETED BEFORE THE BITUMINOUS CONCRETE COOLS TO A TEMPERATURE

COMPACTION (COMPLETING THE MINIMUM NUMBER OF SPECIFIED PASSES) SHALL

RECEIVING THE MINIMUM NUMBER OF PASSES REQUIRED IN TABLE A. ALL

THE BITUMINOUS CONCRETE MATERIAL SHALL BE COMPACTED IN ALL AREAS, 4.

DISCARDED BY THE CONTRACTOR AT NO COST TO THE STATE.

ABLE TO BE PLACED AT 240 DEGREES OR ABOVE IT SHALL BE PROPERLY

TEMPERATURE OF 240°F. WHEN ANY BITUMINOUS CONCRETE MATERIAL IS NOT

AREA WITH COMPACTION COMMENCING PRIOR TO THE MATERIAL COOLING TO A

BETWEEN 265 AND 325°F. IT SHALL BE PLACED AND SPREAD IN THE PREPARED

THE HMA S0.375 INCH SHALL BE DELIVERED TO THE JOBSITE AT TEMPERATURES 3.

BE FOLLOWED TO ASSURE PROPER COMPACTION.

INCHES. IN LIEU OF DENSITY TESTING, THE METHODS DESCRIBED BELOW SHALL

INCH SHALL BE PLACED AT A COMPACTED THICKNESS BETWEEN 1‚ AND 2•

AT A COMPACTED THICKNESS OF 1‚ INCHES. A SECOND LIFT OF HMA S0.375

THE FIRST LIFT OF HMA S0.375 INCH BITUMINOUS CONCRETE SHALL BE PLACED 2.

SHALL BE MET EXCEPT AS DESCRIBED BELOW.

ALL THE REQUIREMENTS OF SPECIAL PROVISION SECTION 4.06 IN THE CONTRACT 1.

L.F. 18,190JOINT CRACK SEALING OF BIT. CONCRETE PAVEMENT

L.F.PREFORMED JOINT SEAL 5,650

FULL DEPTH PATCH (HIGH EARLY STRENGTH CONCRETE) 190

TON 770HMA S0.375

DETERMINED TO BE LESS THAN 2" OR GREATER THAN 6" WITHIN THE BRIDGE LIMITS.

CONTRACTOR SHALL NOTIFY THE DEPARTMENT IF THE EXISTING PAVEMENT IS 14.

GENERAL COST OF THE ITEM "REMOVAL OF EXISTING WEARING SURFACE".

EXPLORATION OF PAVEMENT THICKNESS AND JOINT LOCATION TO BE INCLUDED IN THE 13.

SPECIAL PROVISION.

SELECTED JOINT PRODUCT IN THE TABLE FOR "INSTALLATION RESTRICTIONS" IN THE

EXPANSION JOINT SYSTEM". REFERENCE THE RANGE OF THERMAL MOVEMENT FOR THE

TEMPERATURE RANGE SPECIFIED IN THE SPECIAL PROVISION "ASPHALTIC PLUG

ASPHALTIC PLUG EXPANSION JOINT SYSTEMS MAY BE INSTALLED ONLY WITHIN THE12.

INSTALLATION OF EMSEAL TO BE PAID UNDER THE ITEM "PREFORMED JOINT SEAL".11.

FOR PAYMENT UNDER THE ITEM "ASPHALTIC PLUG EXPANSION JOINT SYSTEM".

SAW-CUTTING AND REMOVAL OF PAVEMENT FOR JOINT INSTALLATION TO BE INCLUDED 10.

UNDER THE ITEM "PMA S0.5".

THE FURNISHING AND PLACING OF PMA S0.5 TO BE INCLUDED FOR PAYMENT 9.

UNDER THE ITEM "PMA S0.25".

THE FURNISHING AND PLACING OF PMA S0.25 TO BE INCLUDED FOR PAYMENT 8.

"MEMBRANE WATERPROOFING (WOVEN GLASS FABRIC)".

INSTALLATION OF MEMBRANE WITHIN THE LIMITS SHOWN TO BE PAID UNDER THE ITEM, 7.

OPENING.

MEASURING THE JOINT OPENING, THE ROD SHALL BE 25% LARGER THAN THE JOINT

TEMPORARY CLOSED CELL BACKER ROD DIAMETER SHALL BE DETERMINED AFTER 6.

WEARING SURFACE".

SHOWN TO BE INCLUDED FOR PAYMENT UNDER THE ITEM "REMOVAL OF EXISTING

CONCRETE, MEMBRANE WATERPROOFING AND BOND BREAKER WITHIN THE LIMITS

THE REMOVAL OF ALL EXISTING JOINT SYSTEMS, HMA WEARING SURFACE, BITUMINOUS5.

WHERE A BRIDGE DECK END MEETS A BITUMINOUS APPROACH PAVEMENTB.

JOINT BETWEEN A DECK END AND A CONCRETE APPROACH PAVEMENTA.

NO BRIDGING PLATE SHALL BE USED AT THE FOLLOWING LOCATIONS:4.

WILL BE REQUIRED

FOR JOINT OPENINGS WHICH EXCEED 3", A …" THICK BY 12" WIDE PLATE

‚" THICK BY 8" WIDE.NEW STEEL BRIDGING PLATES SHALL BE A MINIMUM OF 3.

"ASPHALTIC PLUG EXPANSION JOINT SYSTEM" SPECIAL PROVISION.

SLAB IS DISCONTINUED (TYPICALLY IN THE ROADWAY SHOULDERS). SEE

DISCONTINUE THE INSTALLATION OF THE BRIDGING PLATE WHERE THE APPROACH2.

OR THE JOINT BETWEEN A DECK END AND A CONCRETE APPROACH SLAB.

A BRIDGING PLATE SHALL BE USED TO SPAN THE GAP BETWEEN TWO DECK ENDS1.

"MAINTENANCE AND PROTECTION OF TRAFFIC" AND "PROSECUTION AND PROGRESS."

TRAFFIC: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIAL PROVISIONS

FOR REFERENCE BY THE REVIEWER.

SUBMITTED FOR APPROVAL, THE FIELD MEASUREMENTS SHALL ALSO BE SUBMITTED

ACCURACY. WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE

THE FINISHED WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR

SHALL TAKE ALL FIELD MEASUREMENTS NECESSARY TO ASSURE THE PROPER FIT OF

THE ORIGINAL DESIGN DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR

THESE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM

EXISTING DIMENSIONS: ALL DIMENSIONS OF THE EXISTING STRUCTURES SHOWN ON

TRAFFIC ON THE PATCHED SURFACES

-SHALL ATTAIN A COMPRESSIVE STRENGTH OF 2,500 PSI PRIOR TO ALLOWING

-SHALL ATTAIN A 24 HOUR MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI

-SHALL ATTAIN A 1 HOUR MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI

PATCHING MATERIAL:

REINFORCEMENT: (ASTM A615 GRADE 60) fy = 60,000 PSI

MATERIAL PROPERTIES

BRIDGE DESIGN MANUAL (2003).

2016 AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION

U.S. UNITS 7TH EDITION - 2014, INCLUDING ALL INTERIM REVISIONS THROUGH

DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS CUSTOMARY

SUPPLEMENTAL SPECIFICATIONS DATED JULY 2015 AND SPECIAL PROVISIONS.

SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 (2004),

AVERAGE.

THE DEPTH OF PROPOSED ASPHALTIC PLUG JOINT IS ESTIMATED TO BE 3" 7.

PLUG EXPANSION JOINT SYSTEM".

LEVELING COMPOUND AND INCLUDED FOR PAYMENT UNDER THE ITEM "ASPHALTIC

ROUGH OR DAMAGED CONCRETE DECK SURFACES SHALL BE REPAIRED WITH A 6.

PAVING OPERATIONS ARE COMPLETED.

NEW JOINT ELEMENTS SHALL NOT BE INSTALLED UNTIL AFTER MILLING AND 5.

JOINTS DURING CONSTRUCTION AS APPROVED BY THE ENGINEER.

OVERLAY. THE CONTRACTOR MAY MASK OFF THE LIMITS OF THE NEW BRIDGE

GLASS FABRIC)" AND SHALL BE PLACED PRIOR TO PLACEMENT OF PAVEMENT

MEMBRANE WATERPROOFING SHALL BE "MEMBRANE WATERPROOFING (WOVEN 4.

AND SHALL BE INCLUDED FOR PAYMENT UNDER THE ITEM "HMA S0.375".

SHALL CONFORM TO "JOINT BITUMINOUS CONCRETE PLACEMENT REQUIREMENTS"

THE FURNISHING AND PLACING OF TEMPORARY PAVEMENT IN THE JOINT CUT-OUT3.

LOCATION AND HAVE THE LIMITS OF SAW-CUTTING APPROVED BY THE ENGINEER.

ASPHALT OVERLAY THE CONTRACTOR SHALL VERIFY THE BRIDGE DECK JOINT

WHERE EXISTING BRIDGE DECK JOINTS ARE CONCEALED BENEATH HOT MIX 2.

THE COST OF "RECONSTRUCT CONCRETE DECK ENDS".

EXISTING JOINT COMPONENTS AND SEALING ELEMENTS, SHALL BE INCLUDED IN

AND DISPOSE OF H.M.A. WEARING SURFACE, MEMBRANE WATERPROOFING,

ALL WORK TO REMOVE HOT MIX ASPHALT (H.M.A.) WEARING SURFACE, REMOVE

FOR BRIDGES 00098, 00099 AND 00100 (WEST ABUTMENT):

THE COST OF "REMOVAL OF EXISTING WEARING SURFACE".

EXISTING JOINT COMPONENTS AND SEALING ELEMENTS, SHALL BE INCLUDED IN

AND DISPOSE OF H.M.A. WEARING SURFACE, MEMBRANE WATERPROOFING,

ALL WORK TO REMOVE HOT MIX ASPHALT (H.M.A.) WEARING SURFACE, REMOVE

(SOUTH ABUTMENT):

FOR BRIDGES 00090-00096, 00100 (EAST ABUTMENT), 00101-00104 AND 00105A 1.

"RECONSTRUCT CONCRETE DECK ENDS".

"PREFORMED JOINT SEAL DETAILS", AND THE SPECIAL PROVISIONS FOR

AREAS IN ACCORDANCE WITH DETAILS AND NOTES ON DRAWINGS S-11:

DETERIORATED CONCRETE SHALL BE REMOVED FROM THE DESIGNATED

AT CONCRETE DECK FOR BRIDGES 00098, 00099, AND 00100 WEST ABUTMENT: 3.

PATCH (HIGH EARLY STRENGTH CONCRETE)".

THE SPECIAL PROVISIONS FOR "PARTIAL DEPTH PATCH" AND "FULL DEPTH

DETAILS AND NOTES ON DRAWINGS S-17: "DECK PATCHING DETAILS", AND

SHALL BE REMOVED FROM THE DESIGNATED AREAS IN ACCORDANCE WITH

00101-00104, AND 00105A SOUTH ABUTMENT: DETERIORATED CONCRETE

AT CONCRETE DECK FOR BRIDGES 00090-00096, 00100 EAST ABUTMENT, 2.

DETERMINED BY THE ENGINEER DURING CONSTRUCTION.

LOCATION AND LIMITS OF DETERIORATED CONCRETE TO BE REPAIRED SHALL BE

NECESSARILY REFLECT THE CURRENT CONDITION OF THE STRUCTURE. THE EXACT

INFORMATION IS INTENDED TO BE USED AS A GUIDE AND DOES NOT

LIMITED FIELD OBSERVATIONS AND BRIDGE SAFETY INSPECTION REPORTS. THE

THE DETERIORATION AND REPAIR DIMENSIONS SHOWN HEREIN ARE BASED ON 1.

"QUALITY CONTROL PLAN" AT LEAST 30 DAYS PRIOR TO START OF WORK.

THE DESIGN ENGINEER SHALL RECEIVE THE JOINT GAP WIDTH MEASUREMENT AND THE

THE REVIEW AND COMMENT FOR THE INSTALLATION OF THE SELECTED JOINT SYSTEM.

CONTRACTOR SHALL SEND "QUALITY CONTROL PLAN" TO THE DESIGN ENGINEER FOR

ON THE MEASUREMEMTS RECEIVED FROM THE CONTRACTOR. IN ADDITION, THE

ENGINEER. THE DESIGN ENGINEER SHALL SELECT THE APPROPRIATE JOINT SIZE BASED

JOINT SEAL. THE CONTRACTOR SHALL SUBMIT ALL MEASUREMENTS TO THE DESIGN

TEMPERATURE WITH THESE MEASUREMENTS TO DETERMINE THE APPROPRIATELY SIZED

MAXIMUM BRIDGE DECK JOINT WIDTH ALONG THE JOINT AS WELL AS THE CORRESPONDING

SEAL" SPECIFICATION. THE MEASUREMENTS SHOULD ALSO INCLUDE THE MINIMUM AND

THE BRIDGE DECKS AND THE PARAPETS, IN ACCORDANCE TO THE "PREFORMED JOINT

THE CONTRACTOR IS RESPONSIBLE FOR MEASURING THE JOINT GAP WIDTHS IN BOTH,4.

OF THE JOINT AND SHALL BE RECESSED „" BELOW THE BITUMINOUS OVERLAY.

THE ELASTOMERIC CONCRETE HEADER SHALL BE BEVELED „" ALONG THE OPENING 3.

HAS BEEN SAW-CUT AND REMOVED.

AFTER THE PAVEMENT HAS BEEN PLACED ON THE BRIDGE AND THE DESIGNATED AREA

THE ELASTOMERIC CONCRETE HEADER AND PREFORMED JOINT SEAL SHALL BE INSTALLED 2.

THIS WORK SHALL BE PAID FOR UNDER THE ITEM "PREFORMED JOINT SEAL".

CLEANING. DUST SHALL BE REMOVED BY THE METHOD APPROVED BY THE ENGINEER.

PRIOR TO INSTALLING THE SILICONE SEALANT, CLEAN JOINT SIDES BY ABRASIVE BLAST 1.

04.02

DESIGNER/DRAFTER:

CHECKED BY:


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PROJECT NO.

DRAWING NO.

SHEET NO.











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PAVEMENT PRESERVATIONFAIRFIELD/BRIDGEPORT 050-219

ON I-95

(TRI-LOAD COMBINATION OF VEHICLES IN PAVING TRAIN)

21.5 21.538.5

PAVERBRIDGE (WEIGHT) RESTRICTIONS

SCALE: 1"=5'

MILLING AND PAVINGRESTRICTIONS

48.1'

14.33'

AXLE LOADS (KIPS)

AXLE SPACING (FEET)

SCALE: 1"=5'

CT-MTV/PAVER LIVE LOAD

(MATERIAL TRANSFER VEHICLE)

CT-TLC LIVE LOAD

21.5 21.538.5

PAVER

6.1'3'

13.5 18.0

22.5 22.5 38.6

18' 14.33'

SCALE: 1"=5'

50.53'

TRUCK

38.6

AXLE LOADS (KIPS)

AXLE SPACING (FEET)

AXLE LOADS (KIPS)

AXLE SPACING (FEET)

6.1'3'

9.6' 4.1' 4.5'

S-3

13.5 18.0

22.5 22.5 49.5

18'

SCALE: 1"=5'

3.18' 3.45'3.18' 3.45'

53.75'

TRUCK

48.0

AXLE LOADS (KIPS)

AXLE SPACING (FEET)9.6' 4.1' 4.5'

TRI-AXLE AND LARGE MILLER LIVE LOAD

-

-

-

-

TLC

MP

TMM

TLM

TRI-AXLE AND MEDIUM MILLER LIVE LOAD

JPC

ACC

NOT TO SCALE

MTV

PAVER

EDGE OF LANE

DENOTES AXLE (TYP.)

14.33' 6.1'AXLE SPACING (FEET)

3'

TRUCK

9.6'

4.1'

4.5'

14.33'AXLE SPACING (FEET)

NOT TO SCALE

EDGE OF LANE

DENOTES AXLE (TYP.)

VIEW OF PAVING EQUIPMENT/MILLING EQUIPMENT.

* VEHICLES SHALL BE IN ADJACENT LANES. SEE (SCHEMATIC) PLAN

24.67'

17.55'

MILLER

18'

63.7 64.9

84.3'

18' 14.33' 24.67'

13.5 18.0

22.5 22.5

TRUCK

9.6' 4.1' 4.5'

63.7 64.9

MTV (MATERIAL TRANSFER VEHICLE)

MILLING MACHINE

MTV (MATERIAL TRANSFER VEHICLE)

MILLING MACHINE

2.72' 2.62' 2.72' 2.62'

24.67'

REQUIREMENTS.

THE CONTRACTOR SHALL PLAN HIS OPERATIONS TO CONFORM TO THE ABOVE

ENGINEER.

WILL NOT BE ALLOWED ON ANY OF THESE BRIDGES WITHOUT PRIOR APPROVAL OF THE

WEIGHTS EXCEED 128.6 KIPS (THE TOTAL WEIGHT OF THE MATERIAL TRANSFER VEHICLE)

FINALLY, ANY OTHER CONSTRUCTION VEHICLE OR MACHINE WHOSE COMBINED AXLE

PRIOR APPROVAL FROM THE ENGINEER.

THE INDICATED AXLE SPACINGS SHALL ALSO NOT BE ALLOWED UNLESS THERE IS

EXCEEDED WITHOUT PRIOR APPROVAL OF THE ENGINEER. IN ADDITION, DECREASING

THE AXLE WEIGHTS INDICATED IN SECTIONS TLC, TLM, MP, AND TMM SHALL NOT BE

00099 AND 00105A, REFER TO SECTIONS "MP" AND "TMM".

CT-TLC PERMIT LIVE LOAD WITHOUT RESTRICTIONS. FOR RESTRICTIONS ON BRIDGE NO.

ALL BRIDGES EXCEPT FOR BRIDGE NO. 00099 AND 00105A CAN CARRY THE INDICATED

(SCHEMATIC) PLAN VIEW OF MILLING TRAIN FOR BRIDGE NOS. 00099 & 00105A

(SCHEMATIC) PLAN VIEW OF PAVING TRAIN FOR BRIDGE NOS. 00099 & 00105A

04.03

PAVEMENT PRESERVATIONJPC

ACC 050-219

ON I-95


S-4

BRIDGE INFORMATIONTABLE

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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PJS - PREFORMED JOINT SEAL

APJ - ASPHALTIC PLUG JOINT

NOTES

*ABUTMENT NO. 2 = EAST OR NORTH ABUTMENT

*ABUTMENT NO. 1 = WEST OR SOUTH ABUTMENT

INTERSTATE 95 IS A SOUTH-TO-NORTH ROUTE

04.04

A

-

{ JOINT

{ JOINT

VARIES

{ JOINT

DESIGNER/DRAFTER:

CHECKED BY:


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PROJECT NO.

DRAWING NO.

SHEET NO.











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PAVEMENT PRESERVATIONON I-95


JPC

050-219ACC

{ JOINT

(TYP.)

VARIES

S-5ASPHALTIC PLUG JOINT

DETAILS 1

N.T.S.

N.T.S.

JOINT AND PAVEMENT REMOVAL (STEPS 1-2)

EXISTING CONDITION

N.T.S.

N.T.S.

PLACEMENT OF PAVEMENT ALONG THE BRIDGE (STEPS 3-6)

N.T.S.

FINAL CONDITION (STEPS 7-8)

9" (TYP.)

FOR ROADWAY MILLING

REFER TO HIGHWAY PLANS

(SECOND LIFT OF 2" THICK)

PLACE PMA S0.5"

(FIRST LIFT OF 1" THICK)

PLACE PMA S0.25"

BRIDGE DECK

ALONG LENGTH OF

INSTALL MEMBRANE

NO MEMBRANE (TYP.)

INSTALLATION OF ASPHALTIC PLUG JOINT WITHOUT BRIDGING PLATE

PLUG JOINT

INSTALL ASPHALTIC

BRIDGE DECK

SUGGESTED SEQUENCE OF WORK

BRIDGE DECK

TO BE REPLACED

JOINT OR PAVED OVER JOINT

EXISTING ASPHALTIC PLUG

PLATE (IF ANY)

EXISTING BRIDGING

EXISTING WEARING SURFACE

LIMITS OF REMOVAL OF

AND BACKER ROD (IF ANY)

BINDER, LOCATING PIN,

REMOVE OVERLAY,

10" (TYP.)

SURFACE (TYP.)

EXISTING WEARING

GLASS FABRIC)

MEMBRANE (WOVEN

INSTALL WATERPROOFING

BRIDGE DECK LEVEL (TYP.)

SAW-CUT PAVEMENT TO

FULL DEPTH (TYP.)

SAW-CUT PAVEMENT

NO. S-19 FOR CRACK SEAL DETAIL.

LENGTH OF THE BRIDGE, BOTH SIDES. SEE DRAWING

INSTALL CRACK SEAL AT CURB LINE ALONG THESTEP 9:

JOINT SYSTEM WITHOUT BRIDGING PLATE.

INSTALL PROPOSED ASPHALTIC PLUG EXPANSIONSTEP 8:

EXPANSION JOINT SYSTEM".

PAID FOR UNDER THE ITEM "ASPHALTIC PLUG

MATERIAL BETWEEN SAW-CUTS. TO BE PAVEMENT

OF CENTERLINE OF JOINT, AND REMOVE ALL

SAW-CUT PAVEMENT FULL DEPTH AT 10" EACH SIDE STEP 7:

PLACE PMA S0.5 (2" THICK) ALONG THE BRIDGE. STEP 6:

PLACE PMA S0.25 (1" THICK) ALONG THE BRIDGE. STEP 5:

SHOWN.

FABRIC) TO THE TOP OF DECK WITHIN THE LIMITS

INSTALL WATERPROOFING MEMBRANE (WOVEN GLASS STEP 4:

NO. S-17.

PATCH (HIGH EARLY STRENGTH)". REFER TO DRAWING

PAID UNDER "PARTIAL DEPTH PATCH" OR "FULL DEPTH

REPAIR DETERIORATED CONCRETE AS NEEDED TO BE STEP 3:

PLATES PRIOR TO MILLING THE BRIDGE DECK.

EXISTING WEARING SURFACE". REMOVE BRIDGING

LENGTH OF BRIDGE TO BE PAID UNDER "REMOVAL OF

MATERIAL TO BRIDGE DECK LEVEL ALONG ENTIRE

REMOVE EXISTING WEARING SURFACE AND ALL JOINT STEP 2:

REMOVAL OF EXISTING WEARING SURFACE.

NEEDED IN ACCORDANCE TO SPECIAL PROVISION OF

ADDITIONAL MEASUREMENTS SHALL BE TAKEN IF

PROPOSED JOINT) BEFORE PROCEEDING TO STEP 2.

LOCATION OF THE DECK ENDS (CENTERLINE OF

DETERMINE THE DEPTH OF PAVEMENT AND THE

TAKEN PER BRIDGE AT THESE LOCATIONS TO

REPRESENTATIVE DEPTH MEASUREMENTS SHALL BE

END OF THE BRIDGE). A MINIMUM OF SIX

BRIDGE) AND THE CROWN (AT THE BEGINNING AND

AT THE GUTTERLINE (AT THE FOUR CORNERS OF THE

CONTRACTOR SHALL PERFORM AN EXPLORATION STEP 1:

CONCRETE PAVEMENT OVER SUB-BASE

EXISTING BITUMINOUS CONCRETE /

PAVEMENT OVER SUB-BASE

BITUMINOUS CONCRETE / CONCRETE

04.05

B

-

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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MATERIAL FROM ENTERING THE JOINT

SURFACE OF THE JOINT TO PREVENT HMA

INSTALL TEMPORARY BACKER ROD AT THE TOP

{ JOINT

{ JOINT

{ JOINT


DETAILS 2

N.T.S.

EXISTING CONDITION

N.T.S.


N.T.S.

PLACEMENT OF PAVEMENT ALONG THE BRIDGE (STEPS 4-8)

(SECOND LIFT OF 2" THICK)

PLACE PMA S0.5

INSTALLATION OF ASPHALTIC PLUG JOINT WITH BRIDGING PLATE

FOR ROADWAY MILLING.

REFER TO HIGHWAY PLANS

(FIRST LIFT OF 1" THICK)

PLACE PMA S0.25

VARIES

BRIDGE DECK

JOINT TO BE REPLACED


VARIES

APROACH SLAB / BRIDGE DECK / OR BACKWALL

EXISTING BRIDGING PLATE (IF ANY)

SURFACE (TYP.)

EXISTING WEARING

EXISTING WEARING SURFACE

LIMITS OF REMOVAL OF


9"

NO MEMBRANE

9"

INSTALL MEMBRANE ALONG

LENGTH OF BRIDGE DECKSLAB/BACKWALL.

LENGTH OF APPROACH

INSTALL MEMBRANE ALONG

N.T.S.

BRIDGE DECK

{ JOINTINSTALL NEW BINDER WITH AGGREGATE

FIELD-APPLIED SILICONE CORNER BEADS AND SILICONE BAND

ASPHALTIC OVERLAY (TYP.)•"

10" (TYP.)

APROACH SLAB / BRIDGE DECK / BACKWALL

APPROACH SLAB LEVEL (TYP.)

SAW-CUT PAVEMENT TO BRIDGE DECK/


APPLY EPOXY ADHESIVE BOTH SIDES

WEARING SURFACE

AND BACKER ROD (IF ANY)

BINDER, LOCATING PIN,

REMOVE OVERLAY,

FULL DEPTH

SAW-CUT PAVEMENT

(WOVEN GLASS FABRIC) (TYP.)

INSTALL WATERPROOFING MEMBRANE

NECESSARY

TO PROVIDE A SMOOTH AND LEVEL SURFACE AS

APPLY SELF LEVELING CEMENTITIOUS MATERIAL

SELF LEVELING CEMENTITIOUS MATERIAL

N.T.S.

INSTALL BRIDGING PLATE

AM

S-16DETAILS FOR EMSEAL BEJS

REFER TO INSTALLATION

TO BE PAID FOR UNDER THE ITEM "PREFORMED JOINT SEAL"

REMOVE TEMPORARY BACKER ROD AND INSTALL EMSEAL BEJS

SEE DRAWING NO. S-19 FOR CRACK SEAL DETAIL.

INSTALL CRACK SEAL AT CURB LINE ALONG THE LENGTH OF THE BRIDGE, BOTH SIDES.STEP 11:

BE USED TO SECURE THE BRIDGING PLATE.NOTBRIDGING PLATE. LOCATING PINS SHALL

INSTALL PROPOSED ASPHALTIC PLUG EXPANSION JOINT SYSTEM WITH EMSEAL BEJS AND STEP 10:

"ASPHALTIC PLUG EXPANSION JOINT SYSTEM".

REMOVE ALL PAVEMENT MATERIAL BETWEEN SAW-CUTS. TO BE PAID FOR UNDER THE ITEM

SAW-CUT PAVEMENT FULL DEPTH AT 10" EACH SIDE OF CENTERLINE OF JOINT, AND STEP 9:

PLACE PMA S0.5 (2" THICK) ALONG THE BRIDGE DECK. STEP 8:

PLACE PMA S0.25 (1" THICK) ALONG THE BRIDGE DECK. STEP 7:

APPROACH SLAB WITHIN THE LIMITS SHOWN.

INSTALL WATERPROOFING MEMBRANE (WOVEN GLASS FABRIC) TO THE TOP OF DECK AND STEP 6:

OR "FULL DEPTH PATCH (HIGH EARLY STRENGTH)". REFER TO DRAWING NO. S-17.

REPAIR DETERIORATED CONCRETE AS NEEDED TO BE PAID UNDER "PARTIAL DEPTH PATCH"STEP 5:

OR BACKWALL.

INSTALL TEMPORARY BACKER ROD FLUSH WITH THE BRIDGE DECK AND APPROACH SLAB STEP 4:

BRIDGE DECK.

ALONG ENTIRE LENGTH OF BRIDGE. REMOVE BRIDGING PLATES PRIOR TO MILLING THE

REMOVE EXISTING PAVEMENT MATERIAL AND JOINT MATERIAL TO BRIDGE DECK LEVEL STEP 3:

DESIGN FOR REVIEW.

EACH JOINT LOCATION. THE CHECKLIST SHALL BE FORWARDED TO EMSEAL AND BRIDGE

THE CONTRACTOR IS RESPONSIBLE FOR FILLING OUT THE EMSEAL BEJS CHECKLIST FORSTEP 2:

OF EMSEAL REQUIRES A MINIMUM OF THREE WEEKS.

SHALL ALSO MEASURE THE DECK JOINT GAP OPENING FOR SIZING OF EMSEAL. ORDERING

TO SPECIAL PROVISION OF REMOVAL OF EXISTING WEARING SURFACE. CONTRACTOR

TO STEP 2. ADDITIONAL MEASUREMENTS SHALL BE TAKEN IF NEEDED IN ACCORDANCE

LOCATION OF THE DECK ENDS (CENTERLINE OF PROPOSED JOINT) BEFORE PROCEEDING

PER BRIDGE AT THESE LOCATIONS TO DETERMINE THE DEPTH OF PAVEMENT AND THE

BRIDGE). A MINIMUM OF SIX REPRESENTATIVE DEPTH MEASUREMENTS SHALL BE TAKEN

CORNERS OF THE BRIDGE) AND THE CROWN (AT THE BEGINNING AND END OF THE

CONTRACTOR SHALL PERFORM AN EXPLORATION AT THE GUTTERLINE (AT THE FOUR STEP 1:

4"

‚"

04.06

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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ASPHALTIC PLUG JOINTDETAILS 3

VARIES

BRIDGE DECK

JOINT TO BE REPLACED


EXISTING CONDITION

{ JOINT


{ JOINT


SURFACE TO BRIDGE DECK/

SAW-CUT EXISTING WEARING

PAVEMENT AND JOINT MATERIAL

LIMITS FOR REMOVAL OF BITUMINOUS

3'-0" 3'-0"

VARIES

N.T.S.

N.T.S.





PLACEMENT OF PAVEMENT IN JOINT CUTOUT (STEPS 5-10)

{ JOINT

{ JOINT

9"

NO MEMBRANEMEMBRANE LIMITS MEMBRANE LIMITS

SEALANT (TYP.)

PLACE CRACK

N.T.S.

N.T.S.

N.T.S.

BRIDGE DECK

{ JOINTINSTALL NEW BINDER WITH AGGREGATE

FIELD-APPLIED SILICONE CORNER BEADS AND SILICONE BAND

ASPHALTIC OVERLAY (TYP.)•"

10" (TYP.)


MILLING AND PAVING (STEPS 11-12)

C

-N.T.S.

INSTALLATION OF ASPHALTIC PLUG JOINT WITH BRIDGING PLATE

2'-3" 9" 2'-3"

APROACH SLAB / BRIDGE DECK / BACKWALLAPROACH SLAB / BRIDGE DECK / OR BACKWALL

S-7

EXISTING BRIDGING PLATE


SAW-CUT PAVEMENT TO BRIDGE DECK/

APPLY EPOXY ADHESIVE BOTH SIDES

(WOVEN GLASS FABRIC) (TYP.)

INSTALL WATERPROOFING MEMBRANE

FINAL OVERLAY OF PMA S0.5

MILL 2" AND PAVE 2"

SURFACE (TYP.)

EXISTING WEARING

WEARING SURFACE

INSTALL BRIDGING PLATE

LEVEL SURFACE AS NECESSARY

MATERIAL TO PROVIDE A SMOOTH AND

APPLY SELF LEVELING CEMENTITIOUS

AM

S-16DETAILS FOR EMSEAL BEJS

REFER TO INSTALLATION

TO BE PAID FOR UNDER THE ITEM "PREFORMED JOINT SEAL"

REMOVE TEMPORARY BACKER ROD AND INSTALL EMSEAL BEJS

NO. S-19 FOR CRACK SEAL DETAIL.

INSTALL CRACK SEAL AT CURB LINE ALONG THE LENGTH OF THE BRIDGE, BOTH SIDES. SEE DRAWING STEP 15:

BE USED TO SECURE THE BRIDGING PLATE.NOTPLATE. LOCATING PINS SHALL

INSTALL PROPOSED ASPHALTIC PLUG EXPANSION JOINT SYSTEM WITH EMSEAL BEJS AND BRIDGING STEP 14:

"ASPHALTIC PLUG JOINT EXPANSION".

AND REMOVE ALL PAVEMENT MATERIAL BETWEEN SAW-CUTS TO BE PAID UNDER THE ITEM

SAW-CUT PAVEMENT FULL DEPTH AT 10" FROM THE CENTER OF THE JOINT (BOTH SIDES OF JOINT) STEP 13:

PAVE TOP COURSE ON ROADWAY AND BRIDGE.STEP 12:

MILL ROADWAY AND BRIDGE PAVEMENT TO SPECIFIED DEPTH(S).STEP 11:

CONCRETE PLACEMENT REQUIREMENTS).

PLACE HMA S0.375 IN THE JOINT CUT-OUT (REFER TO DRAWING NO. S-2 - JOINT BITUMINOUS STEP 10:

CONSTRUCTION SAW-CUT LINES.

PLACE CRACK SEALANT ON VERTICAL EDGE OF PAVEMENT ALONG SAW-CUT LINES AND STAGE STEP 9:

AND APPROACH SLAB WITHIN THE LIMITS SHOWN.

INSTALL WATERPROOFING MEMBRANE (WOVEN GLASS FABRIC) TO THE TOP OF THE DECK, BACKWALL, STEP 8:

BITUMINOUS CONCRETE PLACEMENT REQUIREMENTS) TO BE PAID UNDER "HMA S0.375".

PLACE TEMPORARY PAVEMENT IN JOINT CUT-OUT AS REQUIRED (REFER TO DRAWING NO. S-2 - JOINT STEP 7:

DEPTH PATCH (HIGH EARLY STRENGTH)". REFER TO S-17.

REPAIR DETERIORATED CONCRETE AS NEEDED TO BE PAID UNDER "PARTIAL DEPTH PATCH" OR "FULL STEP 6:

INSTALL TEMPORARY BACKER ROD FLUSH WITH THE BRIDGE DECK AND APPROACH SLAB.STEP 5:

SHOWN TO BE PAID UNDER THE ITEM "REMOVAL OF EXISTING WEARING SURFACE".

REMOVE THE EXISTING PAVEMENT MATERIAL AND JOINT MATERIAL FULL DEPTH WITHIN THE LIMITS STEP 4:

NOT DAMAGE THE BRIDGE DECK OR APPROACH SLAB.

SAW-CUT LINE SHALL BE 3' FROM THE CENTERLINE OF THE EXISTING JOINT. SAW-CUT SHALL

BE INCLUDED FOR PAYMENT UNDER THE ITEM "REMOVAL OF EXISTING WEARING SURFACE". EACH

SAW-CUT BITUMINOUS PAVEMENT ON BOTH SIDES OF EXISTING JOINT FOR PAVEMENT CUT-OUT TO STEP 3:

LOCATION. THE CHECKLIST SHALL BE FORWARDED TO EMSEAL AND BRIDGE DESIGN FOR REVIEW.

THE CONTRACTOR IS RESPONSIBLE FOR FILLING OUT THE EMSEAL BEJS CHECKLIST FOR EACH JOINT STEP 2:

ORDERING OF EMSEAL REQUIRES A MINIMUM OF THREE WEEKS.

SIZING OF EMSEAL. CONTRACTOR SHALL ALSO MEASURE THE DECK JOINT GAP OPENING FOR

IF NEEDED IN ACCORDANCE TO SPECIAL PROVISION OF REMOVAL OF EXISTING WEARING SURFACE.

PROPOSED JOINT) BEFORE PROCEEDING TO STEP 2. ADDITIONAL MEASUREMENTS SHALL BE TAKEN

DETERMINE THE DEPTH OF PAVEMENT AND THE LOCATION OF THE DECK ENDS (CENTERLINE OF

REPRESENTATIVE DEPTH MEASUREMENTS SHALL BE TAKEN PER BRIDGE AT THESE LOCATIONS TO

THE BRIDGE) AND THE CROWN (AT THE BEGINNING AND END OF THE BRIDGE). A MINIMUM OF SIX

CONTRACTOR SHALL PERFORM AN EXPLORATION AT THE GUTTERLINE (AT THE FOUR CORNERS OF STEP 1:

4"

‚"

VARY BETWEEN 1.25" AND 2.5" THICK)

THICKNESS, BUT ADDITIONAL LIFTS WILL

(THE FIRST LIFT WILL BE 1.25" UNIFORM

PLACE HMA S0.375 IN PAVEMENT CUT-OUT

04.07

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

12/31/2015

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APPROVED BY:


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DETAILS 4


D

-

INSTALLATION OF ASPHALTIC PLUG JOINT WITHOUT BRIDGING PLATE

N.T.S.

10" TYP.

{ JOINT

(IF ANY)

LOCATING PIN, AND BACKER ROD

REMOVE OVERLAY, BINDER,

N.T.S.


N.T.S.


N.T.S.


PLUG JOINT

INSTALL ASPHALTIC

{ JOINT

3'-0" 3'-0"

2'-3"

MEMBRANE LIMITS

{ JOINT

9"

NO MEMBRANE

VARIES

VARIES

VARIES

{ JOINT

N.T.S.

EXISTING CONDITION

BRIDGE DECK


WEARING SURFACE TO

SAW-CUT EXISTING

SURFACE AND JOINT MATERIAL

LIMITS FOR REMOVAL OF EXISTING WEARING

SURFACE (TYP.)

EXISTING WEARING

VARIES

OF PAVEMENT (TYP.)

ON VERTICAL FACE

PLACE CRACK SEAL

BRIDGE DECK

TO BE REPLACED

JOINT OR PAVED OVER JOINT


PLATE (IF ANY)

EXISTING BRIDGING

OVERLAY OF PMA S0.5

MILL 2" AND PAVE 2" FINAL

GLASS FABRIC)

MEMBRANE (WOVEN



SAW-CUT PAVEMENT TO

FOR CRACK SEAL DETAIL.

OF THE BRIDGE, BOTH SIDES. SEE DRAWING NO. S-19

INSTALL CRACK SEAL AT CURB LINE ALONG THE LENGTHSTEP 13:

SYSTEM WITHOUT BRIDGING PLATE.

INSTALL PROPOSED ASPHALTIC PLUG EXPANSION JOINT STEP 12:

"ASPHALTIC PLUG EXPANSION JOINT SYSTEM".

BETWEEN SAW-CUTS.TO BE PAID FOR UNDER THE ITEM

TEMPORARY BACKER ROD AND ALL PAVEMENT MATERIAL

OF THE JOINT (BOTH SIDES OF JOINT) AND REMOVE

CUT PAVEMENT FULL DEPTH AT 10" FROM THE CENTER STEP 11:

PAVE TOP COURSE ON ROADWAY AND BRIDGE.STEP 10:

DEPTH(S).

MILL ROADWAY AND BRIDGE PAVEMENT TO SPECIFIED STEP 9:

PLACEMENT REQUIREMENTS).

DRAWING NO. S-2 - APJ BITUMINOUS CONCRETE

PLACE HMA S0.375 IN THE JOINT CUT-OUT (REFER TO STEP 8:


PAVEMENT ALONG SAW-CUT LINES AND STAGE

PLACE CRACK SEALANT ON VERTICAL EDGE OF STEP 7:

LIMITS SHOWN.

FABRIC) TO THE TOP OF THE BRIDGE DECK WITHIN THE

INSTALL WATERPROOFING MEMBRANE (WOVEN GLASS STEP 6:

TO BE PAID UNDER "HMA S0.375".

BITUMINOUS CONCRETE PLACEMENT REQUIREMENTS)

REQUIRED (REFER TO DRAWING NO. S-2 - JOINT

PLACE TEMPORARY PAVEMENT IN JOINT CUT-OUT ASSTEP 5:

PATCH (HIGH EARLY STRENGTH)". REFER TO S-17.

PAID UNDER "PARTIAL DEPTH PATCH" OR "FULL DEPTH

REPAIR DETERIORATED CONCRETE AS NEEDED TO BE STEP 4:

JOINT MATERIAL WITHIN THE LIMITS SHOWN.

REMOVE THE EXISTING PAVEMENT MATERIAL AND STEP 3:

THE BRIDGE DECK OR APPROACH SLAB.

THE EXISTING JOINT. SAW-CUT SHALL NOT DAMAGE

SAW-CUT LINE SHALL BE 3' FROM THE CENTERLINE OF

EXISTING JOINT FOR PAVEMENT CUT-OUT. EACH

SAW-CUT BITUMINOUS PAVEMENT ON BOTH SIDES OF STEP 2:

REMOVAL OF EXISTING WEARING SURFACE.




AND THE LOCATION OF THE DECK ENDS (CENTERLINE OF

LOCATIONS TO DETERMINE THE DEPTH OF PAVEMENT

MEASUREMENTS SHALL BE TAKEN PER BRIDGE AT THESE

BRIDGE). A MINIMUM OF SIX REPRESENTATIVE DEPTH

AND THE CROWN (AT THE BEGINNING AND END OF THE

GUTTERLINE (AT THE FOUR CORNERS OF THE BRIDGE)

CONTRACTOR SHALL PERFORM AN EXPLORATION AT THE STEP 1:


BITUMINOUS CONCRETE / CONCRETE



VARY BETWEEN 1.25" AND 2.5" THICK)

THICKNESS; ADDITIONAL LIFTS WILL

(THE FIRST LIFT WILL BE 1.25" UNIFORM

PLACE HMA S0.375 IN PAVEMENT CUT-OUT

04.08

•"

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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12/31/2015

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PAVEMENT PRESERVATION JPC

050-219ACC

ON I-95


S-9

NOTES FOR SEALING JOINTS

-N.T.S.

N.T.S.

EXPANSION JOINT SYSTEM

INSTALL ASPHALTIC PLUG

AB

-

CENTERLINE OF MEDIAN

MEDIAN BARRIER

N. T. S.

LONGITUDINAL JOINT (TYP.)

-

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

FACE OF PARAPET OR BARRIER

AB

JOINT SYSTEM

ASPHALTIC PLUG EXPANSION

SECTION - PROPOSED PARAPET JOINT TREATMENT

N. T. S.

PREFORMED JOINT SEAL

-

AA

AB

OR BACKWALL

APPROACH SLAB,

BRIDGE DECK,

-

AA

-

AA

-

SECTION - PROPOSED MEDIAN JOINT TREATMENT

10" TYP.

PROPOSED JOINT TREATMENT AT PARAPET AND MEDIAN

EMSEAL BEJS

N. T. S.


-

AD

AB

-

10" TYP.

SURFACE (TYP.)

WEARING

BARRIER (TYP.)

MEDIAN

PARAPET OR


N. T. S.


-

ADSECTION - PROPOSED MEDIAN JOINT TREATMENTAD

-

N. T. S.

SURFACE (TYP.)

WEARING

BARRIER (TYP.)

MEDIAN

PARAPET OR



FROM FACE OF BARRIER

INSTALL EMSEAL BEJS RECESSED FROM FACE OF BARRIER

INSTALL EMSEAL BEJS RECESSED

BRIDGE DECK

BRIDGE DECK

JOINT SYSTEM (TYP.)

EXPANSION

ASPHALTIC PLUG

AC

-

EMSEAL/PREFORMED JOINT SEAL

MEDIAN/PARAPET (TYP.)1"x 1" CHAMFER

1/2"

BITUMINOUS WEARING SURFACE

ASPHALTIC PLUG JOINT/

PLAN - MEDIAN AND PARAPET CRACK SEAL

AC

-

AC

-

AC

-

AC

-

N.T.S.

APJ MEDIAN/PARAPET

DETAILS 1

EMSEAL BEJS

SH

ALL E

XT

EN

D

EN

TIR

E

HEIG

HT

PR

EF

OR

ME

D JOIN

T S

EA

L

MEDIAN AND PARAPET JOINT WITH APPROACH SLAB

ELEVATION - PROPOSED JOINT TREATMENT AT

MEDIAN AND PARAPET JOINT WITHOUT APPROACH SLAB




ITEM "PREFORMED JOINT SEAL".

COST FOR SEALING PARAPET JOINTS TO BE INCLUDED FOR PAYMENT UNDER3.

EMSEAL.

FREE OF DUST AND LOOSE OR DETERIORATED CONCRETE BEFORE INSTALLING

CLEANING. SURFACES TO WHICH EPOXY ADHESIVE WILL ADHERE SHALL BE

SURFACES OF CONCRETE ALONG JOINT SHALL BE CLEANED BY ABRASIVE BLAST2.

PRIOR TO INSTALLING NEW JOINTS SEAL.

ANY EXISTING BACKER ROD AND JOINT SEALANT SHALL BE COMPLETELY REMOVED 1.

SH

ALL E

XT

EN

D

EN

TIR

E

HEIG

HT

PR

EF

OR

ME

D JOIN

T S

EA

L



AB

-

-

AB

AB

SILICONE JOINT SEALANT

JOINT SEALANT

FILL VOIDS WITH SILICONE

JOINT SEALANT (TYP.)


JOINT SEALANT

FILL VOIDS WITH SILICONE JOINT SEALANT (TYP.)




CONCRETE / CONCRETE

EXISTING BITUMINOUS




CONCRETE / CONCRETE

EXISTING BITUMINOUS

NO. S-16

BEJS UNIVERSAL-90. REFER TO DRAWING

INSTALL FACTORY FABRICATED EMSEAL

NO. S-16 (TYP.)

REFER TO DRAWING

BEJS UNIVERSAL-90.

FABRICATED EMSEAL

INSTALL FACTORY

MEDIAN BARRIER

04.09

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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12/31/2015

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PAVEMENT PRESERVATION JPC

050-219ACC

ON I-95


S-10


AB

AF

-

-

AF

-

AE

10" TYP.


N. T. S.


-

AF


MEDIAN BARRIER


OVERLAY

JOINT SYSTEM OR BITUMINOUS


AE

-



N. T. S.

N. T. S.

N. T. S.

NOTES FOR SEALING JOINTS

BRIDGE DECK

S-9

SLAB, OR BACKWALL

BRIDGE DECK, APPROACH

MEDIAN BARRIER

PARAPET OR



SECTION - PROPOSED MEDIAN JOINT TREATMENT

N. T. S. -

AESECTION - PROPOSED MEDIAN JOINT TREATMENT


AB

-

AF

-

AG

10" TYP.

N. T. S.

BRIDGE DECK

S-9MEDIAN BARRIER

PARAPET OR

MEDIAN BARRIER


N. T. S. -

AGSECTION - PROPOSED MEDIAN JOINT TREATMENT

JOINT SYSTEM (TYP.)


SUBSTRATE SURFACE (TYP.)

RECESSED FROM

INSTALL EMSEAL BEJS

FROM SUBSTRATE SURFACE




FACE OF BARRIER

RECESSED FROM

INSTALL EMSEAL BEJS

SYSTEM (TYP.)

EXPANSION JOINT

ASPHALTIC PLUG


AG

-

N. T. S.


OF MEDIAN (TYP.)

CUT TO FIT AND SEAL TO BOTTOM

INSTALL UNIVERSAL-90 UPTURN, BOTTOM OF PARAPET

CUT TO FIT AND SEAL TO

INSTALL UNIVERSAL-90 UPTURN,

AC

AC

S-9

S-9

APJ MEDIAN/PARAPET

DETAILS 2

MEDIAN AND PARAPET JOINT WITH APPROACH SLAB


MEDIAN AND PARAPET JOINT WITHOUT APPROACH SLAB


ITEM "PREFORMED JOINT SEAL".

COST FOR SEALING PARAPET JOINTS TO BE INCLUDED FOR PAYMENT UNDER3.

EMSEAL.

FREE OF DUST AND LOOSE OR DETERIORATED CONCRETE BEFORE INSTALLING

CLEANING. SURFACES TO WHICH EPOXY ADHESIVE WILL ADHERE SHALL BE

SURFACES OF CONCRETE ALONG JOINT SHALL BE CLEANED BY ABRASIVE BLAST2.

PRIOR TO INSTALLING NEW JOINTS SEAL.

ANY EXISTING BACKER ROD AND JOINT SEALANT SHALL BE COMPLETELY REMOVED 1.

AB

S-9

S-9

AB

JOINT SEALANT




SH

ALL E

XT

EN

D

EN

TIR

E

HEIG

HT

PR

EF

OR

ME

D JOIN

T S

EA

L

SH

ALL E

XT

EN

D

EN

TIR

E

HEIG

HT

PR

EF

OR

ME

D JOIN

T S

EA

L


CONCRETE / CONCRETE

EXISTING BITUMINOUS

MEDIAN BARRIER

BITUMINOUS OVERLAY

JOINT SYSTEM OR


JOINT SYSTEM

EXPANSION

ASPHALTIC PLUG

04.10

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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-

-

-

- -

- - -

- - - -

- - -

- - -

- - - -

EXISTING CONDITION

AM

S-16

050-219

BRIDGE DECKAPPROACH SLAB

BRIDGE DECK APPROACH SLAB

SAW CUT (TYP.)

PMS FAIRFIELD/BRIDGEPORT



ON I-95

{ JOINT

{ JOINT

{ JOINT

{ JOINT

{ JOINT


LIMITS OF REMOVAL

3'-0"3'-0"

NO MEMBRANE






MILLING AND PAVING (STEPS 10-11)


N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

FOR CHOSEN PRODUCT.

REFER TO APPROPRIATE DETAIL

EMSEAL BEJS PREFORMED JOINT.

NOTE: THIS DETAIL SHOWS

EXISTING BRIDGING PLATE

EXISTING WEARING SURFACE (TYP.)

SURFACE (TYP.)

EXISTING WEARING

SURFACE (TYP.)

EXISTING WEARING

SLAB LEVEL (TYP.)

TO BRIDGE DECK/APPROACH

SAW-CUT WEARING SURFACE

HEADER (TYP.)

CONSTRUCT ELASTOMERIC CONCRETE

VARIES

VARIES

AS THE WEARING SURFACE

MILL 2" AND PAVE 2" OF PMA S0.5

MEMBRANE LIMITSMEMBRANE LIMITS

2'-4" 2'-4"

N.T.S.

WEARING SURFACE (TYP.)

FABRIC) (TYP.)

MEMBRANE (WOVEN GLASS


S-11

HEADER JOINT SYSTEM

OR ELASTOMERIC CONCRETE

EXISTING ASPHALTIC PLUG JOINT

BETWEEN 1.25" TO 2.5" THICK)

ADDITIONAL LIFTS WILL VARY

BE 1.25" UNIFORM THICKNESS;

CUT-OUT (THE FIRST LIFT WILL

PLACE HMA S0.375 IN PAVEMENT

{ JOINT

SURFACE (TYP.)

EXISTING WEARING

REINFORCING, TYP. (MIN.)

REMOVE CONCRETE 1" BELOW

TO CONCRETE REMOVAL (TYP.)

LIMITS OF RECONSTRUCTION PRIOR

SAW-CUT CONCRETE DECK •" DEEP AT

END".

ITEM, "RECONSTRUCT CONCRETE DECK

THIS WORK TO BE PAID FOR UNDER THE

MATCH THE EXISTING DECK ELEVATION.

RECONSTRUCT DECK ENDS (TYP.) TO

DETAILS

INSTALLATION OF PREFORMED JOINT SEAL

-

E

CONCRETE REPAIR (STEP 4)N.T.S.

INSTALL BOND BREAKER BEFORE REPAVING

ELASTOMERIC CONCRETE HEADER (TYP.)

SURFACE BEFORE INSTALLATION OF

REMOVE BOND BREAKER AND ROUGHEN

CRACK SEAL (TYP.)

(MIN.), (TYP.)

TRANSVERSE REINFORCEMENT

REMOVE CONCRETE 1" BEYOND

JOINT SEAL.

FOR THE INSTALLATION OF PREFORMED

FOR CONSTRUCTING STEP AS REQUIRED

REFER TO DRAWING NO. S-16, SECTION AM,

INSTALL PREFORMED JOINT SEAL

DRAWING NO. S-19 FOR CRACK SEAL DETAIL.

LENGTH OF THE BRIDGE, BOTH SIDES. SEE

INSTALL CRACK SEAL AT CURB LINE ALONG THESTEP 15:

JOINT SEAL".

DRAWING S-16 TO BE PAID FOR UNDER "PREFORMED

INSTALL PREFORMED JOINT SEAL ACCORDING TOSTEP 14:

CONCRETE HEADER".

BE PAID FOR UNDER THE ITEM "ELASTOMERIC

CONSTRUCT ELASTOMERIC CONCRETE HEADERS TO STEP 13:

HEADER".

PAYMENT UNDER THE ITEM "ELASTOMERIC CONCRETE

MATERIAL BETWEEN SAW-CUTS TO BE INCLUDED FOR

AND REMOVE BACKER ROD AND ALL PAVEMENT

CUT PAVEMENT FULL DEPTH AT 8" FROM DECK ENDS STEP 12:

TREATMENT.

REFER TO HIGHWAY PLANS FOR PAVEMENT

PAVE TOP COURSE ON ROADWAY AND BRIDGE. STEP 11:

SPECIFIED DEPTH(S).

MILL ROADWAY AND BRIDGE PAVEMENT TOSTEP 10:

PLACE HMA S0.375 IN THE JOINT CUTOUT. STEP 9:


PAVEMENT ALONG SAW-CUT LINES AND STAGE

PLACE CRACK SEALANT ON VERTICAL EDGE OF STEP 8:

APPROACH SLAB WITHIN THE LIMITS SHOWN.

GLASS FABRIC) TO THE TOP OF BRIDGE DECK AND

INSTALL WATERPROOFING MEMBRANE (WOVENSTEP 7:

TO BE PAID UNDER "HMA S0.375".

BITUMINOUS CONCRETE PLACEMENT REQUIREMENTS)

REQUIRED (REFER TO DRAWING NO. S-2 - JOINT

PLACE TEMPORARY PAVEMENT IN JOINT CUT-OUT AS STEP 6:

BRIDGE DECK AND APPROACH SLAB.

INSTALL TEMPORARY BACKER ROD FLUSH WITH THE STEP 5:

PAID UNDER "RECONSTRUCT CONCRETE DECK END".

REPAIR DETERIORATED CONCRETE AS NEEDED TO BESTEP 4:

THE ITEM "RECONSTRUCT CONCRETE DECK END".

WITHIN THE LIMITS SHOWN TO BE PAID FOR UNDER

HEADER, BACKER ROD, AND/OR BRIDGING PLATE;

ANY OF THE FOLLOWING: ELASTOMERIC CONCRETE

REMOVE EXISTING PAVEMENT, JOINT MATERIAL, ANDSTEP 3:

BRIDGE DECK OR APPROACH SLAB.

THE JOINT. SAW-CUT SHALL NOT DAMAGE EXISTING

SAW-CUT LINE SHALL BE 3' FROM THE CENTERLINE OF

"RECONSTRUCT CONCRETE DECK END". EACH

INCLUDED FOR PAYMENT UNDER THE ITEM,

OF EXISTING JOINT FOR PAVEMENT CUT-OUT TO BE

SAW-CUT BITUMINOUS PAVEMENT ON BOTH SIDES STEP 2:

EMSEAL REQUIRES A MINIMUM OF THREE WEEKS.

OPENING FOR SIZING OF EMSEAL. ORDERING OF

SHALL ALSO MEASURE THE DECK JOINT GAP

RECONSTRUCT CONCRETE DECK ENDS. CONTRACTOR




LOCATION OF THE DECK ENDS (CENTERLINE OF

DETERMINE THE DEPTH OF PAVEMENT AND THE

TAKEN PER BRIDGE AT THESE LOCATIONS TO

REPRESENTATIVE DEPTH MEASUREMENTS SHALL BE

END OF THE BRIDGE). A MINIMUM OF SIX

BRIDGE) AND THE CROWN (AT THE BEGINNING AND

THE GUTTERLINE (AT THE FOUR CORNERS OF THE

CONTRACTOR SHALL PERFORM AN EXPLORATION AT STEP 1:

JPC

8" 8"

8" 8"

04.11

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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S-12


JPC

VARIES

NOT TO SCALE

AI

AH

NOT TO SCALE -


SEAL SYSTEM

PREFORMED JOINT

PR

EF

OR

ME

D JOIN

T S

EA

L S

HA

LL

EX

TE

ND

EN

TIR

E

HEIG

HT

OF P

AR

AP

ET

HEADER

ELASTOMERIC CONCRETE

PARAPET



REMOVAL DETAILS

SEE SHEET S-13 FOR

IF STEEL PLATE PRESENT:

8" TYP.

NOT TO SCALE


-

AH

AN

S-16


AI

AH

NOT TO SCALE -

REMOVED (SEE SHEET S-13)

REPLACE PLATE IF ONE WAS

SECTION - PROPOSED JOINT AT PARAPETSECTION - PROPOSED JOINT AT MEDIAN

AT MEDIAN AND PARAPET

ELEVATION - EXISTING JOINT

MEDIAN/PARAPET (TYP.)

MEDIAN/PARAPET (TYP.)


NOTES:

BRIDGE DECK SLAB, OR BACKWALL


BRIDGE DECK

SLAB, OR BACKWALL


•" FROM EDGE OF 1"x1" CHAMFER

INSTALL PREFORMED JOINT SEAL RECESSED

S-13

S-13

AT CENTERED MEDIAN AND PARAPET

ELEVATION - PROPOSED JOINT TREATMENT

AN

S-16

AN

S-16

SEE S-13 IF PRESENT

STEEL PLATE NOT SHOWN;

NOTE:

SEE S-13 IF PRESENT

STEEL PLATE NOT SHOWN;

NOTE:


MEDIAN/PARAPET DETAILS 1

HEADER


CONCRETE HEADER

JOINT SEAL IN ELASTOMERIC

ASPHALTIC PLUG JOINT OR POURABLE

PR

EF

OR

ME

D JOIN

T S

EA

L

SH

ALL E

XT

EN

D

EN

TIR

E

HEIG

HT

TRAVEL ON BOTH MEDIAN/PARAPET.

THE SLIDING STEEL PLATE IS FACING AWAY FROM THE DIRECTION OF

SCREWS. CARE SHOULD BE TAKEN TO ENSURE THE EXPOSED EDGE OF

STEEL PLATES SHOULD BE REINSTALLED OVER JOINT OPENING WITH NEW

INSTALLING PREFORMED JOINT SEAL.

SHALL BE FREE OF DUST AND LOOSE OR DETERIORATED CONCRETE BEFORE

BLAST CLEANING. SURFACES TO WHICH EPOXY ADHESIVE WILL ADHERE

SURFACES OF CONCRETE ALONG JOINT SHALL BE CLEANED BY ABRASIVE

TO MATCH THE OPENING IN THE DECK.

LARGER, REFER TO SHEET S-14. GAP WIDTH SHALL BE CONSTRUCTED

OF STEEL PLATE OR ELASTOMERIC CONCRETE HEADER, WHICHEVER IS

CURB SECTION OF MEDIAN/PARAPET SHALL BE RECONSTRUCTED FULL WIDTH

ACCORDING TO SHEET S-13.

STEEL PLATES, IF PRESENT, SHALL BE REMOVED AND SALVAGED

COMPLETELY REMOVED PRIOR TO INSTALLING NEW JOINT SEAL.

ANY EXISTING BACKER ROD AND JOINT SEALANT SHALL BE

NO. S-16 (TYP.)

REFER TO DRAWING

BEJS UNIVERSAL-90.

FABRICATED EMSEAL

INSTALL FACTORY

DRAWING NO. S-16

UNIVERSAL-90. REFER TO

FABRICATED EMSEAL BEJS

INSTALL FACTORY

04.12

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

12/31/2015

BLOCK:

SIGNATURE/

APPROVED BY:


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S-13


JPC

AI

NOT TO SCALE -

•" SLIDING PLATE (GALVANIZED)

(GALVANIZED) (TYP.)

MOUNTING SCREW

•" DIA. COUNTERSUNK

STUD (TYP.)

•" DIA. ANCHOR

EXISTING SECTION THROUGH PLATE

8" TYP.

NOT TO SCALE


2"

2"

6"

6"

-

AT MEDIAN

ELEVATION - PROPOSED JOINT

AH

SE

AL S

HA

LL E

XT

EN

D

EN

TIR

E

HEIG

HT

AN

(GALVANIZED)

•" FIXED PLATE

S-16

PARAPET FACE (TYP.)

MEDIAN (TYP.)


AI

DIRECTION OF TRAVEL

8" TYP.

NOT TO SCALE


2"

2"

6"

6"

-

AT PARAPET

ELEVATION - PROPOSED JOINT

(GALVANIZED) (TYP.)

MOUNTING SCREW


STUD (TYP.)

•" DIA. ANCHOR

AH

SE

AL S

HA

LL E

XT

EN

D

EN

TIR

E

HEIG

HT

AN

S-16PARAPET (TYP.)


AI

DIRECTION OF TRAVELDIRECTION OF TRAVEL

PREFORMED JOINT SEALPREFORMED JOINT SEAL

BRIDGE DECK

SLAB, OR BACKWALL

BRIDGE DECK, APPROACH BRIDGE DECK

SLAB, OR BACKWALL


S-12 S-12

STUD (TYP.)

•" DIA. ANCHOR

(GALVANIZED) (TYP.)

MOUNTING SCREW


MEDIAN/PARAPETSLIDING PLATE DETAILS 04.13

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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S-14


JPC

EXISTING PROPOSED

PARAPETGUTTER LINE

SIDE OF JOINT

#5 EACH

(TYP.)

2"

AJ

-

DIR

ECTIO

N

OF TR

AFFIC

GRANITE CURB

PARTIAL PLAN - JOINT TREATMENT IN PARAPET

#5

DRILL AND GROUT

*

(TYP.)

#7

(TYP.)

SAWCUT

•" DEEP

SEE NOTE 'A'

GRANITE CURB

LIMITS (TYP.)

CURB

GRANITE

WIDTH (TYP.)

LIMITED TO HEADER

CONCRETE REMOVAL

NOTE:

REINFORCEMENT.

DRILL AND GROUT DOWEL FOR NEW

REMOVE EXISTING REINFORCEMENT, THEN

IF CONCRETE COVER IS LESS THAN 2",

AN

DECK ENDS".

"RECONSTRUCT CONCRETE

PAID FOR UNDER THE ITEM

JOINT SEAL. THIS WORK

RECONSTRUCT PARAPET FOR

ELASTOMERIC HEADER

•" SAW-CUT

L

#5 GALVANIZED REBAR

FULL STRENGTH OF THE BAR.

ADHESIVE MANUFACTURER TO DEVELOP THE

OF HOLE TO BE AS REQUIRED BY THE CHEMICAL

#5 REINFORCEMENT. DEPTH AND DIAMETER

C DRILLED HOLE FOR CHEMICALLY ANCHORED

(MIN.)

•" SAW-CUT

#5 GALVANIZED REBAR

•" SAW-CUT

#5 GALVANIZED REBAR

(MIN.) HEADER (TYP.)

ELASTOMERIC

AJ

-

6"6"

MIN.6"

2" MIN.

APPROACH SLAB

CONCRETE DECK OR

APPROACH SLAB

CONCRETE DECK OR

NOT TO SCALE

NOT TO SCALE

S-16

HEADER JOINT SYSTEM

ASPHALTIC PLUG JOINT OR ELASTOMERIC

TO BE PAID FOR UNDER PAY ITEM "RECONSTRUCT CONCRETE DECK ENDS".

ALSO, REMOVE THE JOINT SEAL AND STEEL EXTRUSIONS. THIS WORK

REMOVE CONCRETE WITHIN THE LIMITS OF THE EXISTING HEADER.

NOTE 'A':

SECTION - MEDIAN AND PARAPET RECONSTRUCTION

MEDIAN/PARAPETRECONSTRUCTION DETAILS

AND 100 (TYP.)

#6 @ BRIDGES NO. 99

#5 @ BRIDGE NO. 98 (TYP.)

NOTE:

JOINT TREATMENT IN MEDIAN AND PARAPET

PARAPET REINFORCEMENT.

REINFORCEMENTS ARE ASSUMED TO BE SIMILAR TO FACIA

AND SHALL BE VERIFIED BY THE CONTRACTOR. MEDIAN

-EXISTING REINFORCEMENTS ARE ASSUMED FROM 2004 PLANS

ALL JOINT MATERIAL SHOULD BE REMOVED.

-MEDIAN/PARAPET JOINT SEAL NOT SHOWN. IF PRESENT,

UNDER THE ITEM "ASPHALTIC PLUG EXPANSION JOINT SYSTEM".

APPROVED BY THE ENGINEER. THIS WORK WILL BE PAID FOR

BLAST CLEANING. DUST SHALL BE REMOVED BY THE METHOD

EXISTING JOINT MATERIAL. CLEAN JOINT SIDES BY ABRASIVE

PRIOR TO INSTALLING THE PREFORMED JOINT SEAL, REMOVE

IF POSSIBLE

AND SALVAGE

SLIDING PLATE

REMOVE STEEL

PLATE

STEEL SLIDING

RE-INSTALL

04.14

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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12/31/2015

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APPROVED BY:


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JPC

VARIES

NOT TO SCALE

APPROACH SLAB

CONCRETE DECK OR

APPROACH SLAB

CONCRETE DECK OR


8" TYP.

APPROACH SLAB

CONCRETE DECK ORAPPROACH SLAB

CONCRETE DECK OR

-

AL

AN

S-16


NOT TO SCALE

NOTE: EMSEAL SHOWN



HEADER (TYP.)




AL

NOT TO SCALE -

AK

NOT TO SCALE -

SECTION - PROPOSED MEDIAN JOINT

-

AK

AK

NOT TO SCALE -

SEAL SYSTEM

PREFORMED JOINT

NOTE: EMSEAL BEJS SHOWN

PARAPET

AL

NOT TO SCALE -

SEAL SYSTEM

PREFORMED JOINT

PR

EF

OR

ME

D JOIN

T S

EA

L S

HA

LL

EX

TE

ND

EN

TIR

E

HEIG

HT

OF P

AR

AP

ET

NOTE: EMSEAL BEJS SHOWN

PARAPET

AT MEDIAN AND PARAPET

ELEVATION - EXISTING JOINT

SECTION - PROPOSED DECK JOINT AT MEDIANSECTION - PROPOSED DECK JOINT AT PARAPET

SECTION - PROPOSED PARAPET JOINT

PARAPET/MEDIAN (TYP.)

PARAPET/MEDIAN (TYP.)

EXISTING PARAPET SEAL

S-16

S-16


SEAL SYSTEM

PREFORMED JOINT

S-15


MEDIAN/PARAPET

CRACK SEAL ALONG

TO FACE OF CURB

PREFORMED JOINT SEAL ADHERED

•" FROM 1"x1" CHAMFER

INSTALL PREFORMED JOINT SEAL RECESSED

AT OFF-SET MEDIAN AND PARAPET

ELEVATION - PROPOSED JOINT TREATMENT

AN

AN

AC

S-9

HEADER (TYP.)



AC

S-9


MEDIAN/PARAPET DETAILS 2

CONCRETE HEADER

JOINT SEAL IN ELASTOMERIC

ASPHALTIC PLUG JOINT OR POURABLE

JOINT SEALANT




PR

EF

OR

ME

D JOIN

T S

EA

L

SH

ALL E

XT

EN

D

EN

TIR

E

HEIG

HT

04.15

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

12/31/2015

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SIGNATURE/

APPROVED BY:


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JPC

JOINT OPENING

RECOMMENDED INSTALLATION DEPTH

ACCOMODATE MANUFACTURER'S

APPROACH SLAB TO BE SIZED TO

DEPTH OF STEP IN DECK SLAB OR

(TYP.)

ASPHALTIC OVERLAY

JOINT OPENING •"

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

(TYP.)

ASPHALTIC OVERLAY

JOINT OPENING

SPECIFICATIONS

PER MANUFACTURER'S

INSTALLATION DEPTH

NOT TO SCALE -

SILICOFLEX

EMSEAL BEJS

V-SEALBACKER ROD

•"

(TYP.)

JOINT „" (TYP.)

BEVEL EDGE OF

EPOXY ADHESIVE (TYP.)

JOINT „" (TYP.)

BEVEL EDGE OF

JOINT „" (TYP.)

BEVEL EDGE OF

BITUMINOUS OVERLAY

HEADER „" BELOW

RECESS ELASTOMERIC

HEADER (TYP.)


•"

(TYP.)

SPECIFICATIONS

PER MANUFACTURER'S

INSTALLATION DEPTH

•"

ADHESIVE BEAD (TYP.)

SILICOFLEX LOCKING

(TYP.)

ASPHALTIC OVERLAY

VA

RIES

VA

RIES

VA

RIES

CONCRETE HEADER

APPROACH SLAB, OR ELASTOMERIC

BUILD STEP IN BRIDGE DECK SLAB,

CONCRETE HEADER

APPROACH SLAB OR ELASTOMERIC

BUILD STEP IN BRIDGE DECK SLAB,

OR APPROACH SLAB

BRIDGE DECK, BACKWALL

OR APPROACH SLAB


OR APPROACH SLAB


OR APPROACH SLAB


HEADER (TYP.)


HEADER (TYP.)


OR APPROACH SLAB

BRIDGE DECK, BACKWALL OR APPROACH SLAB


DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

OVERLAY (TYP.)

„" BELOW BITUMINOUS

RECESS ELASTOMERIC HEADER

BITUMINOUS OVERLAY

HEADER „" BELOW

RECESS ELASTOMERIC

SP

ECIFIC

ATIO

NS

MA

NU

FA

CT

UR

ER'S

DEP

TH

PE

R

IN

ST

ALL

ATIO

N

•"

(TYP.)

FACE OF PARAPET

ADHESIVE BEAD (TYP.)

SILICONE LOCKING

FACE OF PARAPET

JOINT 1" (TYP.)

BEVEL EDGE OF

SP

ECIFIC

ATIO

NS

MA

NU

FA

CT

UR

ER'S

DEP

TH

PE

R

IN

ST

ALL

ATIO

N

•"

(TYP.)

JOINT 1" (TYP.)

BEVEL EDGE OF

PARAPET (TYP.)

BUILD STEP IN

BACKER ROD

(TYP.)

EPOXY ADHESIVE

•"

SILICONE BAND

BEADS AND

SILICONE CORNER

FIELD-APPLIED

AN

NOT TO SCALE -

SILICOFLEX

EMSEAL BEJS

V-SEAL

JOINT OPENING VARIES



CROSS SECTIONS

S-16

NOTESNOTES

AM

EMSEAL BEJS UNIVERSAL-90

FACE OF PARAPET

JOINT 1" (TYP.)

BEVEL EDGE OF

IN MEDIAN OR PARAPET

SECTION - PREFORMED JOINT SEAL

IN BRIDGE DECK

SECTION - PREFORMED JOINT SEAL

RECOMMENDED INSTALLATION DEPTH

ACCOMODATE MANUFACTURER'S

APPROACH SLAB TO BE SIZED TO

DEPTH OF STEP IN DECK SLAB OR

SPLICES AS WELL AS BENDS AND SPLICES 9" ABOVE THE CURBLINE AND HIGHER IS ALLOWED TO BE FIELD FABRICATED.

BENDS AND SPLICES 9" BELOW THE CURBLINE AND THE TRANSITION INTO THE DECK SHALL BE FACTORY FABRICATED. ROADWAY

PARAPETS AND WALLS SHALL BE SEALED FOR THE ENTIRE VERTICAL PORTION AND ACROSS THE TOP WITH THE SEALING ELEMENT -

JOINT DIFFER FROM DECK JOINT

*CUSTOM FIT WHEN PARAPET

HEIGHT, BOTH SIDES

EPOXY ADHESIVE FULL

BOTH SIDES

FULL HEIGHT,

EPOXY ADHESIVE

"QUALITY CONTROL PLAN" AT LEAST 30 DAYS PRIOR TO START OF WORK.

THE DESIGN ENGINEER SHALL RECEIVE THE JOINT GAP WIDTH MEASUREMENT AND THE

THE REVIEW AND COMMENT FOR THE INSTALLATION OF THE SELECTED JOINT SYSTEM.

THE CONTRACTOR SHALL SEND "QUALITY CONTROL PLAN" TO THE DESIGN ENGINEER FOR

SIZE BASED ON THE MEASUREMEMTS RECEIVED FROM THE CONTRACTOR. IN ADDITION,

TO THE DESIGN ENGINEER. THE DESIGN ENGINEER SHALL SELECT THE APPROPRIATE JOINT

APPROPRIATELY SIZED JOINT SEAL. THE CONTRACTOR SHALL SUBMIT ALL MEASUREMENTS

MAXIMUM BRIDGE DECK JOINT WIDTH ALONG THE JOINT TO DETERMINE THE

SEAL" SPECIFICATION. THE MEASUREMENTS SHOULD ALSO INCLUDE THE MINIMUM AND

THE BRIDGE DECKS AND THE PARAPETS, IN ACCORDANCE TO THE "PREFORMED JOINT

THE CONTRACTOR IS RESPONSIBLE FOR MEASURING THE JOINT GAP WIDTHS IN BOTH,4.

OF THE JOINT AND SHALL BE RECESSED „" BELOW THE BITUMINOUS OVERLAY.

THE ELASTOMERIC CONCRETE HEADER SHALL BE BEVELED „" ALONG THE OPENING 3.

HAS BEEN SAW CUT AND REMOVED.

AFTER THE PAVEMENT HAS BEEN PLACED ON THE BRIDGE AND THE DESIGNATED AREA

THE ELASTOMERIC CONCRETE HEADER AND PREFORMED JOINT SEAL SHALL BE INSTALLED 2.

WORK SHALL BE PAID FOR UNDER THE ITEM "PREFORMED JOINT SEAL".

CLEANING. DUST SHALL BE REMOVED BY THE METHOD APPROVED BY THE ENGINEER. THIS

PRIOR TO INSTALLING THE SILICONE SEALANT, CLEAN JOINT SIDES BY ABRASIVE BLAST1.

04.16

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

12/31/2015

BLOCK:

SIGNATURE/

APPROVED BY:


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REMOVAL

BOTTOM OF CONCRETE

VA

RIES

VA

RIES

WITH ADJACENT CONCRETE

FINISH SMOOTH AND EVEN

UPPER MAT

TOP REINFORCING

NOT TO SCALE

NOT TO SCALE

3" (TYP.) EXISTING PVC PIPE WEEPHOLE

MESH (23 GAGE)

REPLACE ‚" SQUARE GALVANIZED

MESH DETAILNOT TO SCALE

WEEPHOLE NOTES

DECK PATCHING DETAILS

AO

-

REPLACE WITH PATCHING MATERIAL

REMOVE ALL DETERIORATED CONCRETE AND

TYPICAL PARTIAL DEPTH PATCH REPAIR

PMS

NOTES: DECK AND APPROACH SLAB PATCHING

VA

RIES

3" 3"TOP OF DECK

PIPE WEEPHOLE

CLEAN EXISTING PVC

AND FOLD IN

WOVEN GLASS FABRIC

SLIT BOTH LAYERS OF

GUTTER LINE

NOT TO SCALE

AP

-

SECTION

AP

-

AO

-

SECTION

NOT TO SCALE

NOT TO SCALE

AQ

-

TOP OF DECK

NOT TO SCALE

AQ

-

SECTION

TO BE FILLED

EXISTING PVC PIPE WEEPHOLE

(IF PRESENT)

REMOVE EXISTING MESH

INSTALL NON-SHRINK GROUT INSTALL EXPANDING FOAM

PLAN

GUTTER LINE

(23 GAGE)

REPLACE ‚" GALVANIZED MESH

ADJACENT DECK SLAB

FLUSH WITH SURFACE OF

INSTALL NON-SHRINK GROUT



TYPICAL FULL DEPTH PATCH REPAIR

REINFORCING STEEL

TRANSVERSE "MAIN"

VA

RIES

REINFORCING STEEL

TRANSVERSE "MAIN"

AND APPROACH SLAB REINFORCEMENT

NOTES FOR DEFECTIVE DECK

REINFORCEMENT

SEE NOTES FOR DEFECTIVE

0"

TRANSVERSE STEEL

SIZE AND SPACING AS EXISTING

NEW REINFORCING STEEL TO BE SAME

REINFORCING STEEL

LONGITUDINAL "DISTRIBUTION"

REINFORCING STEEL

TRANSVERSE "MAIN"

TRANSVERSE STEEL



TRANSVERSE STEEL



REINFORCEMENT

SEE NOTES FOR DEFECTIVE

REINFORCING STEEL

TRANSVERSE "MAIN"

CO

V1" M

IN.

BOTTOM OF CONCRETE REMOVAL. SEE NOTE "A"

SIDES OF CONCRETE REMOVAL. SEE NOTE "A"



FACE ALL AROUND. SEE NOTE B

SAWCUT •" DEEP TO PROVIDE A VERTICAL REINFORCING STEEL

TRANSVERSE "MAIN"

CO

V1" M

IN.

TRANSVERSE STEEL



REINFORCEMENT

SEE NOTES FOR DEFECTIVE HIGH EARLY STRENGTH CONCRETE

1

1

EXIST. #4 @12"|

REMOVAL OF CONCRETE

EXPOSED REINFORCEMENT

FINAL CONDITION

SEE NOTE B

VERTICAL FACE ALL AROUND.

SAWCUT •" DEEP TO PROVIDE A

LONG. REINFORCING STEEL

MAT OF BARS)

(APPROX. 1" BELOW LOWEST

BOTTOM OF STRUCTURAL SLAB

DETAIL-2: DECK WEEPHOLES TO BE FILLED

DETAIL-1: DECK WEEPHOLES TO REMAIN

(TO REMAIN)

STEEL END BEARING DIAPHRAGMS

SCALE: 1"=1'-0" SCALE: 1"=1'-0"

PATCH HAS CURED (TYP.).

REMOVE FORMWORK AFTER

FULL DEPTH PATCH REPAIRS AT DECK JOINTS

DO NOT USE ABRASIVE BLAST CLEANING

CLEAN TOP OF DIAPHRAGM (TYP.)

DETAILS FOR DEFECTIVE REINFORCEMENT (PARTIAL DEPTH PATCHES)

DETAILS FOR DEFECTIVE REINFORCEMENT (FULL DEPTH PATCHES)

REINFORCEMENT

EXPOSED

REQUIREMENT

AS NECESSARY TO ACHIEVE THIS

DECK. SOUND CONCRETE SHALL BE REMOVED

REINFORCEMENT AT THE UNDERSIDE OF THE

JOINT LOCATIONS WHERE THERE IS EXPOSED

REMOVE CONCRETE (FULL DEPTH) AT THE DECK

INSTALL W.G.F. AFTER GROUT HAS CURED

WOVEN GLASS FABRIC TO COVER FILLED WEEPHOLE.

SPACED AT 4-6" O.C.| AT JOINTS

LONGITUDINAL REINFORCING STEEL

(7"-8"|)

VA

RIES

MATCH EXIST. GAP WIDTH

FORM OPEN GAP

CONDITIONS. ALTERNATE LEGS

TO FIT SLAB BUILD DOWN

FIELD CUT #4 @12"

NECESSARY TO ACHIEVE THIS REQUIREMENTSOUND CONCRETE SHALL BE REMOVED ASPART OF THE SIP FORMS).BOTTOM OF STRUCTURAL SLAB (AT THE HIGHESTTHE BOTTOM OF THE PATCH ALIGNS WITH THEPATCH SHALL ALSO BE WIDENED SUCH THATCONCRETE. THE SIZE OF THE FULL DEPTHAND REPLACE WITH HIGH EARLY STRENGTHREMOVE EXIST. CONCRETE (FULL DEPTH)

IF SIP FORMS NOT REMOVED PREVIOUSLY

CONCRETE MAY BE POURED INTO SIP FORMS

FORMS IF ORDERED BY THE ENGINEER.

CUT AND REMOVE DETERIORATED STAY IN PLACE

REMOVE CONCRETE INSIDE STAY IN PLACE FORMS.

REINFORCING MAT (MIN.)

1" REMOVAL BELOW BOTTOM

SEE NOTE B

VERTICAL FACE ALL AROUND.

SAWCUT •" DEEP TO PROVIDE


S-17PAVEMENT PRESERVATION

ON I-95JPC

PAYMENT UNDER ITEM "PARTIAL DEPTH PATCH"

THE WORK IN DETAIL-2 SHALL BE CONSIDERED INCLUDED FOR

SHALL BE FILLED AS INDICATED IN DETAIL-2

- ALL OTHER WEEPHOLES:

"PMA S0.25".

THE WORK IN DETAIL-1 SHALL BE PAID FOR UNDER ITEM

SHALL BE REHABILITATED AS INDICATED IN DETAIL-1

- WEEPHOLES ADJACENT TO EXPANSION JOINTS (2' AWAY OR LESS):

THE EXISTING WEARING SURFACE SHALL BE TREATED AS FOLLOWS:

DECK WEEPHOLES EXPOSED AFTER REMOVAL OF

CONCRETE)"

"FULL DEPTH PATCH (HIGH EARLY STRENGTH

SIP FORMS AND CONCRETE UNDER ITEM

INCLUDE COST OF CUTTING AND REMOVING

INSTALL THE UNDERSIDE DECK FORMS.

INSIDE THE SIP FORMS, AS REQUIRED TO

FORMS, AND THE UNREINFORCED CONCRETE

CUT AND REMOVE STEEL STAY IN PLACE (SIP)

BY THE ENGINEER.

TO ANY SPECIFIC DECK OR APPROACH SLAB AREAS BUT SHALL BE USED WHERE DIRECTED

THE ESTIMATED QUANTITIES FOR THE PARTIAL DEPTH PATCHING ITEM ARE NOT ASSIGNED

THE PARTIAL DEPTH PATCHING ITEM AS DIRECTED BY THE ENGINEER.

DECK AND APPROACH SLAB AREAS SHALL BE REPAIRED BY THE CONTRACTOR UTILIZING

AND APPROACH SLABS TO DELINEATE THE DETERIORATED AREAS. THE DETERIORATED

OF THE EXISTING OVERLAY, THE ENGINEER SHALL CHAIN DRAG AND HAMMER TAP THE DECK

AREAS TO BE REPAIRED SHALL BE DETERMINED BY THE ENGINEER. AFTER THE REMOVAL

THE EXACT LOCATION AND EXTENT OF ALL DETERIORATED DECK AND APPROACH SLABNOTE C

AS APPLICABLE

FOR "PARTIAL DEPTH PATCH" OR "FULL DEPTH PATCH (HIGH EARLY STRENGTH CONCRETE)"

THE COST OF •" DEPTH SAWCUT SHALL BE INCLUDED IN THE CONTRACT BID PRICENOTE B

BITUMEN, LOOSE PARTICLES, AND FOREIGN MATTER JUST PRIOR TO PATCHING.

ADDITIONAL LOOSE OR POWDER-LIKE RUST, OIL, SOLVENT, GREASE, DIRT, DUST,

AIR AT THE NOZZLE TO BE OIL-FREE. THE PATCH AREA SHALL BE CLEANED OF ALL

AND DESIGNED OIL SEPARATORS ATTACHED AND FUNCTIONAL TO ALLOW DELIVERED

PARTICLES AND DUST. ALL COMPRESSED AIR SOURCES SHALL HAVE PROPERLY SIZED

BE WATER BLASTED, FOLLOWED BY AIR BLASTING IN ORDER TO REMOVE ALL LOOSE

THE CONCRETE SURFACES AND REINFORCING STEEL IN PARTIAL DEPTH PATCHES SHALLNOTE A

STRENGTH CONCRETE)" AS APPLICABLE.

CONCRETE DECK ENDS", "PARTIAL DEPTH PATCH" OR "FULL DEPTH PATCH (HIGH EARLY

AND INSTALLING NEW REINFORCEMENT, SHALL BE PAID FOR UNDER ITEM "RECONSTRUCT

THE COST OF CLEANING EXISTING REINFORCEMENT, AND THE COST OF FURNISHING6)

CONFORM TO ASTM A615, GRADE 60.

SUPPLEMENT REINFORCEMENT SHALL MATCH EXISTING (COATED OR UNCOATED) AND SHALL 5)

DRAWING S-18 FOR "EXISTING STEEL REINFORCEMENT SCHEDULE"

MATCH EXISTING BAR SIZES AND SPACING FOR THE TRANSVERSE (MAIN) BARS. SEE 4)

THE CONCRETE SHALL BE REMOVED TO A MINIMUM DEPTH OF 1" BELOW THE NEW BARS.3)

ALL EXPOSED REINFORCING STEEL TO REMAIN SHALL BE THOROUGHLY CLEANED AND REUSED.2)

- WHEN ORDERED BY THE ENGINEER.

- THE REINFORCING IS BROKEN.

- THE REINFORCING HAS LOST 25% OR MORE OF ITS ORIGINAL CROSS SECTIONAL AREA.

THE EXISTING REINFORCEMENT SHALL BE REINFORCED WHEN:

LIMITS OF THE REPAIR LOCATION.

BY SPLICING A NEW REINFORCEMENT BAR TO THE DEFECTIVE BAR WITHIN THE

IF THE REINFORCEMENT IS FOUND TO BE DEFECTIVE IT SHALL BE REINFORCED

AFTER REMOVAL OF DETERIORATED DECK AND APPROACH SLAB CONCRETE, 1)

04.17

APPROACH SLAB

BRIDGE DECK

BRIDGE DECK

BEARING

CENTERLINE

N.T.S.N.T.S.

BARS OVER EACH PIER.

ADDITIONAL LONGITUDINAL TOP

REINFORCEMENT

APPROACH SLAB TRANSVERSE

REINFORCEMENT

APPROACH SLAB LONGITUDINAL

LOGITUDINAL REINFORCEMENT

TRANSVERSE REINFORCEMENT

EXISTING DECK AND APPROACH SLAB REINFORCEMENT

ADDITIONAL TRANSVERSE REINFORCEMENT

NEAR DECK ENDS

LONGITUDINAL REINFORCEMENT

ADDITIONAL BARS ALTERNATE WITH

TYPICAL EXISTING REINFORCEMENT AT ABUTMENT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

12/31/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\S-18_15.11.06_Existing Deck and Approach Slab Reinf..dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



S-18

050-219

JPC

PMS

DECK/APPROACH SLAB

EXISTING REBAR SCHEDULE

(IN.)

BAR SPLICE

STRAIGHTBAR SIZE

STEEL REINFORCEMENT LAP SPLICES

40 8

35 7

30 6

25 5

20 4

NO APPROACH SLAB

BOTTOM TRANSVERSE BARS

(IN.)

BAR SPLICE

STRAIGHTBAR SIZE

STEEL REINFORCEMENT LAP SPLICES

18 8

16 7

14 6

12 5

9 4

TOP TRANSVERSE BARS

EXISTING REINFORCEMENT AT PIERS BRIDGE NO. 00099

04.18

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











NOT TO SCALE

12/31/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\S-19_15.12.29_APJ and Preformed Joint Crack Seal Details.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 050-219

S-19


ON I-95

FAIRFIELD/BRIDGEPORTPMS

JPC

CRACK SEAL DETAILS

6'-0"

PA

VE

LI

MITS

FO

R

CR

AC

K

SE

AL

PA

VE

LI

MITS

FO

R

CR

AC

K

SE

AL

TO THE DECK

REMOVE PAVEMENT

SAWCUT AND

TWO LIFTS

PAVEMENT IN

INSTALL NEW

DECK MEMBRANE

INSTALL BRIDGE

DECK MEMBRANE

INSTALL BRIDGE

APPLY CRACK SEAL

TO THE DECK

REMOVE PAVEMENT

SAWCUT AND

TWO LIFTS

PAVEMENT IN

INSTALL NEW

DECK MEMBRANE

INSTALL BRIDGE

SURFACE OF THE PAVEMENT

•" BELOW THE TOP

ROLL MEMBRANE SAWCUT PAVEMENT

EXISTING PAVEMENT

PREVIOUS STAGE

NEW PAVEMENT FROM

OR PIER

ABUTMENT

AS

-

SECTION - MEMBRANE/CRACK SEAL AT

-

SECTION - MEMBRANE/CRACK SEALAR

-

SECTION - MEMBRANE/CRACK SEALN.T.S.N.T.S. N.T.S.

N.T.S.

PAVEMENT

FULL DEPTH OF

APPLY CRACK SEAL

AR

-

AR

-

S-9

AC

PLAN - PAVEMENT SAWCUT, MEMBRANE & CRACK SEAL STAGED CONSTRUCTION

AS

-

AT

-

AS

-

PAVING (TYP.)

DECK AFTER FINAL MILLING AND

ALONG FULL LENGTH OF BRIDGE

APPLY CRACK SEAL AT CURB LINE,

THE INSTALLATION OF THE CRACK SEAL.

PLAN. THE PURPOSE OF THE DETAILS IS TO SHOW

DETAILS SHOWN ARE ONLY A SCHEMATIC STAGING

NOTE:

CR

AC

K

SE

AL S

AW-C

UT P

AY

LI

MITS

LIMITS.

CONSTRUCTION PAY

CRACK SEAL STAGE

(E) APJ OR HEADER (E) APJ OR HEADER

CR

AC

K

SE

AL S

AW-C

UT P

AY

LI

MITS

APJ/PREFORMED JOINT04.19

* Discipline subset includes the General subset and all other discipline subsets. The 02-Revisions does not need a checklist attached. The standard subsets already have a checklist attached to the index sheets.

– For Internal CTDOT Use Only Discipline Subset Submittal Checklist

The following check list shall be checked and attached to each discipline subset *

prior to being digitally signed.

Check Task Section in DPD

Manual

1. Attach this checklist to the discipline subset. Section 3.1

2. Ensure the plans conform to Section 1.4, step 1 of the Digital Project Development Manual.

Section 1.4

3. Complete the following tasks using Bluebeam on

the discipline subset?

a. Apply Page Labels Section 1.6.2

b. Apply Sheet Numbers Section 1.6.2

c. Apply Watermark Section 2.4

d. Flatten Markups Section 2.4

e. Digital Signature Field Section 2.5.1

4. Type name and telephone number below. 5. Upload, if not in Projectwise already, the

discipline subset into the 100_Contract_Plans folder in Projectwise and attribute the document

correctly?

Section 3.2.4

a. Discipline = CT

b. Main Category = CON

c. Sub Category = FDP, DCD, DCD2,

ADP, ACD, DCO where applicable d. Label = subset number and name.

Example of highways subset would be 03-Highways.

The label for a subset shall be the

same for both FDP and DCD submittals.

Addendum submittals shall match FDP submittals with the addition of “_A#”.

Change Order Submittals shall match FDP submittals with the addition of “_C#”. e. Description field is filled in with

a description of the subset. f. The applicable bridge no.(s) or signal

intersection(s) were selected that is/are associated with this subset.

6. Notify Principal Engineer/Engineer of Record so they can apply their Digital Signature

7. Apply the QA/QC stamp after the discipline subset has been digitally signed.

Section 3.1

I have performed and checked that all the tasks above were performed correctly.

Submitted By (Type in Name) Phone Number (Type in Phone Number)

http://www.ct.gov/dot/lib/dot/documents/aec/Digital_Project_Development.pdf#page%3D55

http://www.ct.gov/dot/lib/dot/documents/aec/digital_project_development.pdf#page=8








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04 - STRUCTURES - ct.gov. units 7th edition ... design specifications: aashto lrfd bridge design specifications customary supplemental specifications dated july 2015 …