2026-CB-046 - Plans.pdf

PDF 7 MB Posted Sep 28, 2026

Attached to: 2026 Statewide Steel Repairs
Solicitation number: TCB27006870
Issued by: Providence County, Rhode Island

About this file

Written by GovTribe AI · Oct 5, 2026

This is a comprehensive plan set for Rhode Island Department of Transportation (RIDOT) Contract No. 2026-CB-046, a statewide steel repairs project involving seven bridges across Rhode Island municipalities. The project encompasses steel beam end repairs and asphaltic joint replacements at Bridge No. 086501 (Francis Street North, Providence), Bridge No. 063401 (Jefferson Boulevard, Warwick), Bridge No. 074101 (Putnam Pike, Smithfield), Bridge No. 092801 (Smith Street Railroad Bridge, Providence), Bridge No. 064401 (Sprague Street Bridge, Portsmouth), Bridge No. 076801 (Stony Lane Bridge, North Kingstown), and Bridge No. 055201 (Water Street Bridge, Pawtucket). The plans include 39 detailed sheets covering framing plans, various steel repair types specific to each bridge structure, joint repair details, and traffic control and detour plans. All construction must comply with the February 2026 edition of Rhode Island Standard Specifications for Road and Bridge Construction, the AASHTO LRFD Bridge Construction Specifications (4th Edition with 2020-2025 interim revisions), and referenced manuals, with special provisions governing conflicts between documents.

The construction scope requires certified bridge fabricators meeting AISC Advanced Bridge Fabricator (ABR) or equivalent certification with SSPC-QP3 paint certification, and steel erectors certified as Certified Bridge Fabricator Simple (SBR). All structural steel must meet AASHTO M 270 Grade 50 specifications with Zone 2 Charpy V-Notch fracture toughness testing requirements for nonfracture-critical components. Special provisions apply to work involving AMTRAK infrastructure, including coordination requirements, bonding and grounding specifications, protective barriers, signal preview distances of minimum 1500 feet, and specific engineering practices outlined in AMTRAK's EP3014 and EP3016 standards. The project incorporates maintenance and protection of traffic plans with specific lane closure and detour configurations for each bridge location, including overnight closures for certain work activities and early morning restrictions for Francis Street operations. All work must adhere to OSHA regulations for clearances to energized overhead lines and requires 72-hour advance notification to DIG SAFE for utility locating.

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2026-CB-046 - DOQ Backup.pdf	PDF	Sep 28, 2026
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TCB27006870_Oct_13_26_solicitation_doc.pdf	PDF	Sep 28, 2026
TCB27006870_Oct_5_26_solicitation_doc.pdf	PDF	Sep 28, 2026

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SHEET NO. DESCRIPTION

1 COVER SHEET

2 STANDARD PLAN SYMBOLS & STANDARD LEGEND

3 STANDARD NOTES

4 LIST OF ABBREVIATIONS

5 BRIDGE NOTES 1 OF 2

6 BRIDGE NOTES 2 OF 2

FRANCIS STREET NORTH BRIDGE BR NO. 086501:

7 FRANCIS STREET NORTH BRIDGE OVER AMTRAK FRAMING PLAN

8 FRANCIS STREET NORTH BRIDGE OVER AMTRAK STEEL REPAIRS - TYPE 1

JEFFERSON BOULEVARD BRIDGE NO. 063401:

9 JEFFERSON BOULEVARD SOUTH BRIDGE FRAMING PLAN

10 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 1

11 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 2

12 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 3

13 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 4

14 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 5

15 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 6

16 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 7

17 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 8

18 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 9

19 JEFFERSON BOULEVARD SOUTH BRIDGE STEEL REPAIRS - TYPE 10

PUTNAM PIKE BRIDGE NO. 074101:

20 US 44 PUTNAM PIKE OVER I-295 FRAMING PLAN

21 US 44 PUTNAM PIKE OVER I-295 STEEL REPAIRS - TYPE 1 AND TYPE 2

SMITH STREET R.R. BRIDGE NO. 092801:

22 SMITH STREET R.R. BRIDGE FRAMING PLAN

23 SMITH STREET R.R BRIDGE STEEL REPAIRS - TYPE 1

24 SMITH STREET R.R BRIDGE STEEL REPAIRS - TYPE 2

SPRAGUE STREET BRIDGE NO. 064401:

25 SPRAGUE STREET BRIDGE GENERAL PLAN

26 SPRAGUE STREET BRIDGE JOINT REPAIR DETAILS 1

27 SPRAGUE STREET BRIDGE JOINT REPAIR DETAILS 2

STONY LANE BRIDGE NO. 076801:

28 STONY LANE BRIDGE GENERAL PLAN

29 STONY LANE BRIDGE JOINT REPAIR DETAILS

WATER STREET BRIDGE NO. 055201:

30 WATER STREET BRIDGE FRAMING PLAN

31 WATER STREET BRIDGE STEEL REPAIRS -TYPE 1

32 WATER STREET BRIDGE STEEL REPAIRS -TYPE 2

33 WATER STREET BRIDGE STEEL REPAIRS -TYPE 3

34 WATER STREET BRIDGE STEEL REPAIRS -TYPE 4

TRAFFIC PLANS:

35 TRAFFIC GENERAL NOTES

36 TRAFFIC DETAILS 1 OF 2

37 TRAFFIC DETAILS 2 OF 2

38 SPRAGUE STREET DETOUR PLAN

39 RT 4 DETOUR PLAN

SPECIFICATIONS TO GOVERN THIS PROJECT ARE THE R.I. STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AUGUST 2026,

WITH ALL REVISIONS AND THE STATE AND FEDERAL SPECIAL PROVISIONS

INCLUDED IN THE CONTRACT DOCUMENTS.

STANDARD DETAILS FOR THIS PROJECT ARE R.I. STANDARD DETAILS,

1998 EDITION, WITH ALL REVISIONS.

R.I. STANDARD SPECIFICATIONS AND STANDARD DETAILS

EXISTING NEW

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

STANDARD PLAN SYMBOLS AND

STANDARD LEGEND

STATEWIDE STEEL REPAIRS

UTILITY NOTES:GENERAL NOTES: MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:

DEPARTMENT OF TRANSPORTATION

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

STANDARD NOTES

DEPARTMENT OF TRANSPORTATION

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

LIST OF ABREVIATIONS

SECTION & DETAIL DESIGNATIONS

DETAIL

X.X

DETAIL MARK

A X.X

SECTION

DETAIL TITLE

SECTION TITLE

SCALE:

LIST OF ABBREVIATIONS

ABUTMENT

ALTERNATE

ANCHOR BOLT

APPROVED

APPROXIMATE

AVENUE

BEAM

BACK TO BACK

BETWEEN

BEARING

BITUMINOUS

BUILDING

BUILDING LINE

BOLT CIRCLE

BOTTOM

CENTER TO CENTER

CENTERLINE

CIRCLE

CLEARANCE

COLUMN

CONCRETE

CONDUIT

CONNECTION

CONSTRUCTION

CONTRACTION

COUNTERSINK

COUPLING

DETAIL

DIAGONAL

DIAPHRAGM

DIAMETER

DIMENSION

DRAWING

DRAIN

EACH

EAST

ELEVATION

EXISTING

EXPANSION

FAR FACE

FABRICATE

FACE TO FACE

FLANGE

FLAT HEAD

FOOTING

FOUNDATION

FURNISH, FABRICATE & ERECT

GAGE

GALVANIZE

GRADE

GRATING

GROUND

HEIGHT

HEXAGON

HOT MIX ASPHALT

INCH

INFORMATION

INSIDE DIAMETER

INVERT

JOINT

LENGTH

LIGHTING

LONG

MATERIAL

MAXIMUM

MEAN HIGH WATER

MECHANICAL

MINIMUM

MISCELLANEOUS

NEAR FACE

NEAR SIDE

NOT TO SCALE

NUMBER

OBSERVED WATER

OPENING

OUTSIDE DIAMETER

OPTIONAL

PLATE

POINT OF VERTICAL CURVATURE

POINT OF VERTICAL TANGENCY

POLYVINYL CHLORIDE

POINT OF TANGENCY

RADIUS

RAILROAD

REQUIRED

REINFORCING

REHABILITATION

REMOVE & DISPOSE

SECTION

SCHEDULE

SCHEMATIC

SHEET

POUNDS PER SQUARE INCH

FAR SIDE = F.S.

= F.F. & E.

= FDN.

= FTG.

= F.H.

= FLG.

= F TO F

= FAB.

= F.F.

= EXP.

= EXIST.

= EL. OR ELEV.

= E.

= EA.

= DR.

= DWG.

= DIM.

= DIA. OR Ø

= DIAPHM.

= DIAG.

= DET.

= CPLG.

= CSK.

= CONTR.

= CONST.

= CONN.

= COND.

= CONC.

= COL.

= CL.

= CIR.

= C

= C TO C

= BOT.

= B.C.

= B.L.

= BLDG.

= BIT.

= BRG.

= BTWN

= B TO B

= BM.

= AVE.

= APPROX.

= APPD.

= A.B.

= ALT.

= ABUT.

= P.S.I.

= P.T.

= PVC

= P.V.T.

= P.V.C.

= P

= OPT.

= O.D.

= OPNG.

= O.W.

= NO. OR #

= N.T.S.

= N.S.

= N.F.

= MISC.

= MIN.

= MECH.

= M.H.W.

= MAX.

= MATL.

= LG.

= LTG.

= LGTH. OR L

= JT.

= INV.

= I.D.

= INFO.

= IN.

= HMA.

= HEX.

= HGT.

= GND.

= GRTG.

= GR.

= GALV.

= GA.

= SH.

= SCHEM.

= SCH.

= SECT.

= R & D

= REHAB.

= REINF.

= REQD.

= RR

= RAD. OR R

POUNDS PER SQUARE FOOT = P.S.F.

CLASS I CONTROLLED LOW

= CLSMSTRENGTH MATERIAL

LOAD & RESISTANCE

FACTOR DESIGN = LRFD

ADDITIONAL = ADD'L

AND = &

APPROACH = APPR.

AT EACH = @

AVERAGE = AVG.

BASELINE = BL

BOTTOM OF = B.O.

= C.F.CUBIC FEET

DOWN = DN.

EACH FACE = E.F.

EMBEDMENT = EMBED.

EQUAL = EQ.

FEET = FT.

FORCE MAIN = FM

GAS = G

HIGH STRENGTH = H.S.

HIGHWAY = HWY.

LENGTH OF VERTICAL CURVE = L.V.C.

LEFT = LT.

MEAN SEA LEVEL = M.S.L.

MEAN LOW WATER = M.L.W.

NORTH = N.

ON CENTER = O.C.

PLUS OR MINUS = ±

POINT OF VERTICAL INTERSECTION = P.V.I.

POUNDS = LBS

PRESTRESSED PRECAST CONCRETE = P.P.C.

PRECAST CONCRETE = P.C.

RIGHT = RT.

SPACES

STATION

SYMMETRICAL

TOP

TYPICAL

VARIES

VERTICAL CURVE

VERTICAL

WELDED WIRE FABRIC

WITH

WIDE FLANGE

WORKING POINT = W.P.

= W.F.

= W/

= W.W.F.

= VERT.

= V.C.

= VAR.

= TYP.

= T

= SYM.

= STA.

= SP.

STAY IN PLACE = S.I.P.

UNLESS NOTED

OTHERWISE = U.N.O.

SIDEWALK = S.W.

SOUTH = S.

STANDARD = STD.

TOP AND BOTTOM = T&B

TOP OF = T.O.

THICK = THK.

WATER = W

WEST = W.

SQUARE = SQ.

HORIZONTAL = HORIZ.

POLYTETRAFLOUROTHYLENE = PTEF.

PAV'T. = PAVEMENT

GEOSYNTHETIC REINFORCED SOIL = GRS

SELF PROPELLED

= SPMT.MODULAR TRANSPORT

SECTION LETTER

ON SHEET

SHEET DESIGNATION WHERE SECTION IS

FOUND ("-" INDICATES SECTION IS

LOCATED ON THE SAME SHEET)

X.X

SECTION MARK

DETAIL NUMBER

ON SHEET

SHEET DESIGNATION WHERE SECTION IS

FOUND ("-" INDICATES SECTION IS

LOCATED ON THE SAME SHEET)

SECTION LETTER

SHEET OF ORIGIN

SHEET DESIGNATION WHERE SECTION IS

ORIGINATED ("-" INDICATES SECTION IS

LOCATED ON THE SAME SHEET

DETAIL NUMBER

SHEET OF ORIGIN

SHEET DESIGNATION WHERE DETAIL IS

ORIGINATED ("-" INDICATES DETAIL IS

LOCATED ON THE SAME SHEET)

GENERAL NOTES

1. ALL CONSTRUCTION INDICATED ON THESE PLANS SHALL BE IN ACCORDANCE WITH:

· THE FEBRUARY 2026 EDITION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI

STANDARD SPECIFICATIONS).

· THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, 4TH EDITION, WITH 2020, 2022, 2023, 2024 AND 2025 INTERIM

REVISIONS.

· THE SPECIFICATIONS ACCOMPANYING THESE PLANS.

· IN CASE OF CONFLICT BETWEEN THE PLANS, SPECIFICATIONS OR MANUALS LISTED ABOVE, THE

SPECIAL PROVISIONS OF THE SPECIFICATIONS ACCOMPANYING THESE PLANS SHALL GOVERN.

2. DIMENSIONS, STATIONS, AND ELEVATIONS ARE SHOWN TO THE NEAREST ONE-HUNDREDTH OF A FOOT OR ONE-EIGHTH OF AN INCH, EXCEPT STRUCTURAL STEEL DIMENSIONS WHICH ARE TO THE

NEAREST ONE-SIXTEENTH OF AN INCH.

3. ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN GEODETIC VERTICAL DATUM OF NAVD 88.

4. COORDINATES USED ON THESE PLANS ARE BASED ON THE STATEWIDE COORDINATE SYSTEM, THE

NORTH AMERICAN DATUM OF 1983 (NAD 83).

5. TOPOGRAPHIC CONDITIONS WERE OBTAINED FROM SURVEY BY BL COMPANIES DATED MAY 21, 2020.

6. FOR BENCH MARKS AND TIES SEE HIGHWAY LOCATION PLANS.

7. ANGLES ARE SHOWN TO THE NEAREST SECOND.

8. ALL WORKING POINTS ARE SHOWN AT THE CENTERLINES OF BEARINGS OF ABUTMENTS UNLESS

OTHERWISE NOTED.

9. ALL ABUTMENTS AND WALLS ARE DRAWN LOOKING AT THE EXPOSED FACES.

DESIGN DATA

1. DESIGN SPECIFICATIONS

· THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 10th EDITION, 2024 INCLUDING ALL INTERIM

REVISIONS TO DATE.

· THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL 2007 EDITION INCLUDING ALL REVISIONS TO DATE.

· THE FEBRUARY 2024 EDITION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI

STANDARD SPECIFICATIONS).

· ALL OTHER APPLICABLE DESIGN SPECIFICATIONS ARE REFERENCED IN SECTION 1 OF THE RHODE

ISLAND LRFD BRIDGE DESIGN MANUAL DATED 2007.

· IN CASE OF CONFLICT, THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL SHALL GOVERN EXCEPT

FOR SEISMIC DESIGN, FOR WHICH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SHALL

GOVERN.

BRIDGE NOTES 1 OF 2

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

STATEWIDE STEEL REPAIRS

AUGUST

AUGUST 2024AUGUST 2026

STRUCTURAL STEEL NOTES

1. FRAMING DIMENSIONS ARE GIVEN ALONG CENTERLINES OF GIRDERS AND ALONG CENTERLINES OF

BEARINGS ON ABUTMENTS.

2. THE SHOPS FABRICATING THE STRUCTURAL STEEL MUST BE CERTIFIED BRIDGE FABRICATOR - ADVANCED

(ABR) IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM OR EQUIVALENT.

THE SHOPS SHALL ALSO BE CERTIFIED UNDER THE AISC “SOPHISTICATED PAINT ENDORSEMENT P3 (SPE)”

QUALITY PROGRAM OR THE SSPC-QP3 PAINT CERTIFICATION PROGRAM.

THE FABRICATOR MUST SUBMIT PROOF OF CURRENT CERTIFICATION AS SPECIFIED.

3. THE STEEL ERECTOR (FOR STRUCTURAL STEEL REPAIR) FOR THIS PROJECT SHALL BE CERTIFIED FOR CERTIFIED BRIDGE FABRICATOR - SIMPLE (SBR) IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM. THE ERECTOR OF THE STRUCTURAL STEEL SHALL BE REQUIRED TO SUBMIT PROOF OF CURRENT CERTIFICATION AS SPECIFIED, INCLUDING THE QUALITY CONTROL PLAN AND SAFETY PLAN THAT IS REQUIRED

TO OBTAIN CERTIFICATION.

4. SHOP DRAWINGS FOR ALL FABRICATED STEEL AND FALSEWORK SHALL BE SUBMITTED TO THE ENGINEER IN

SUFFICIENT TIME TO PERMIT CAREFUL CHECKING PRIOR TO FABRICATION.

5. INSPECTION OF WELDS INCLUDING RADIOGRAPHIC TESTING (RT) AND MAGNETIC PARTICLE TESTING (MT) SHALL BE IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS AND THE AASHTO/AWS BRIDGE WELDING CODE, EXCEPT THAT THE REMAINING PERCENTAGE OF ALL GROOVE WELDS NOT RT TESTED SHALL BE MT OR

DYE-PENETRANT TESTED.

6. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE LATEST PROVISIONS OF AASHTO

DESIGNATION M 270 GRADE 50, AS DESIGNATED ON THE PLANS.

7. ALL AASHTO M 270 STRUCTURAL STEEL USED IN GIRDERS (INCLUDING CONNECTION PLATES AND STIFFENERS), SHALL MEET THE ZONE 2 CHARPY V-NOTCH FRACTURE TOUGHNESS TEST REQUIREMENTS AS SPECIFIED IN TABLE C6.6.2.1-1 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR “NONFRACTURE-CRITICAL” COMPONENTS. THE ZONE 2 FRACTURE TOUGHNESS REQUIREMENTS ARE AS

FOLLOWS:

NONFRACTURE-CRITICAL

GRADE 50 OR 50W 15 FT-LBS @ 40°F (UP TO AND INCLUDING 2 INCHES THICK)

GRADE 50 OR 50W 20 FT-LBS @ 40°F (FROM 2 INCH THICK UP TO AND INCLUDING 4 INCHES THICK)

SAMPLING AND TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AASHTO T 243. THE FREQUENCY OF TESTING SHALL BE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.

THE CHARPY V-NOTCH FRACTURE TOUGHNESS TEST REQUIREMENT IS NOT MANDATORY FOR THE

FOLLOWING STEEL COMPONENTS:

· BEARINGS, MASONRY PLATES AND SOLE PLATES

· EXPANSION JOINTS AND MODULAR BRIDGE JOINT SYSTEMS

· DRAINAGE MATERIAL

· RAILINGS

· FOUNDATION H-PILES AND PIPE PILES

· SUPPORT OF EXCAVATION COMPONENTS

8. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST BRIDGE WELDING CODE AASHTO/AWS D1.5

(INCLUDING ALL INTERIMS TO DATE) AND APPLICABLE SUPPLEMENTAL AWS PUBLICATIONS.

9. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM F3125, GRADE A325, AND THEY SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 824 OF THE RI STANDARD SPECIFICATIONS. ALL HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL BE MECHANICALLY GALVANIZED IN ACCORDANCE WITH ASTM B695, CLASS 50.

10. WASHERS MEETING ASTM F436 ARE TO BE USED OVER ALL HOLES THAT ARE MORE THAN 1/16” IN DIAMETER

GREATER THAN THE BOLT DIAMETER AND UNDER ALL PARTS TURNED DURING ASSEMBLY.

11. WELDING ELECTRODES SHALL HAVE THE SAME CORROSION RESISTANCE AS THE BASE METAL AND SHALL BE

FREE OF MOISTURE AT THE TIME OF USE.

12. WELDING OF ATTACHMENTS TO GIRDER FLANGES OR WEBS FOR CONSTRUCTION PURPOSES IS NOT

PERMITTED EXCEPT WHEN APPROVED BY THE ENGINEER.

13. ALL FILLET WELDS SHALL BE IN ACCORDANCE WITH THE BRIDGE WELDING CODE AASHTO/AWS D1.5 TABLE 2.1

(¼” MINIMUM).

BRIDGE NOTES 2 OF 2

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

UTILITY NOTES:

1. CONSTRUCTION EQUIPMENT OR PERSONNEL SHALL FOLLOW OSHA REGULATION IN

REGARDS TO MINIMUM CLEARANCE TO ENERGIZED OVERHEAD LINES.

2. UNDERGROUND UTILITY LINES MAY BE IN CONFLICT WITH REQUIRED TEMPORARY OR

PERMANENT CONSTRUCTION, OR THE EQUIPMENT NECESSARYTO PERFORM THIS

REQUIRED CONSTRUCTION. DEPENDING UPON THE CONTRACTOR'S METHODS OF

CONSTRUCTION, THESE UTILITIES MAY NEED TO BE RELOCATED FOR PORTIONS OF THE

CONSTRUCTION PERIOD AND THEN MOVED BACK TO PERMANENT LOCATIONS WHICH MAY

BE OTHER THAN CURRENT LOCATIONS.

3. BOTH FEDERAL AND STATE LAW (RI. GENERAL LAW 39-1.2) REQUIRE NOTIFICATION OF

APPROPRIATE UTILITY COMPANIES BEFORE DIGGING, TRENCHING, BLASTING,

DEMOLISHING, BORING, BACK FILLING, GRADING, LANDSCAPING, OR OTHER EARTH MOVING

OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY

COMPANIES (INCLUDING THROUGH THE “DIG SAFE” PROGRAM) TO ENSURE THAT ALL

UTILITIES, BOTH UNDERGROUND AND OVERHEAD, HAVE BEEN MARKED BEFORE

COMMENCEMENT OF SUCH WORK. CONTRACTOR SHOULD UNDERSTAND THAT NOT ALL

UTILITIES SUBSCRIBE TO THE “DIG SAFE” PROGRAM. ANY DAMAGE TO EXISTING UTILITIES

MARKED IN THE FIELD, OR AS A RESULT OF FAILING TO CONTACT THE APPROPRIATE

UTILITY COMPANIES, SHALL BE REPAIRED OR REPLACED (AS DEEMED APPROPRIATE BY

THE STATE AND/OR THE IMPACTED UTILITY COMPANY AT NO ADDITIONAL COST TO THE

STATE).

4. DIG SAFE SHALL BE CALLED AT LEAST 72 HOURS PRIOR TO STARTING THE WORK TO

VERIFY LOCATIONS OF EXISTING UTILITIES.

STATEWIDE STEEL REPAIRS

STEEL REPAIR GENERAL NOTES:

1. ALL DIMENSIONS AND DETAILS SHOWN FOR THE EXISTING STRUCTURES HAVE BEEN

OBTAINED FROM RECORD DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR

SHALL DETERMINE AND ESTABLISH ALL DIMENSIONS AND DETAILS NECESSARY FOR

COMPLETION OF ALL WORK BY FIELD MEASUREMENTS AND SURVEY. ANY DISCREPANCIES

REQUIRING MODIFICATIONS TO THE STEEL REPAIR DETAILS SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

ADEQUACY THEREOF, AND ANY MATERIALS ORDERED PRIOR TO SHOP DRAWING

APPROVAL SHALL BE AT THE CONTRACTOR'S OWN RISK.

2. ALL EXISTING STRUCTURAL STEEL SHALL REMAIN UNLESS OTHERWISE NOTED. REMOVAL

OF MATERIAL OR DISCONNECTION OF MEMBERS SHALL NOT BE PERMITTED WITHOUT

EXPRESS WRITTEN APPROVAL OF THE ENGINEER.

3. THE LIMITS OF THE PROPOSED REPAIRS ARE BASED ON THE LATEST INSPECTION REPORTS.

UPON BLASTING AND CLEANING OF THE EXISTING STEEL, THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING AND MARKING THE LIMITS OF DETERIORATION TO BE

REPAIRED. THESE LIMITS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR

TO DEVELOPMENT OF SHOP DRAWINGS FOR PROPOSED STEEL REPAIRS.

4. THE CONTRACTOR SHALL PRE-FIT REPAIR PLATES/ANGLES IN PLACE TO ENSURE NO

CONFLICTS PRIOR TO APPLICATION OF EPOXY PASTE. PLATES SHALL THEN BE

REINSTALLED OVER PASTE AND FIT SNUG TIGHT. FINAL TIGHTENING SHALL BE PERFORMED

AFTER PAST IS FULLY SET.

5. THE CONTRACTOR SHALL SCHEDULE THE WORK SUCH THAT NO HOLES ARE DRILLED UNTIL

ALL REQUIRED REPAIR PLATES/ANGLES ARE ON SITE AND HAVE BEEN PRE-FIT INTO PLACE.

INSTALLATION OF REPAIR MATERIALS SHALL BE COMPLETED IMMEDIATELY AND WITHOUT

INTERRUPTION AFTER HOLES HAVE BEEN DRILLED.

6. EPOXY PASTE (RIDOT APPROVED) FOR STEEL REPAIRS SHALL BE APPLIED TO

DETERIORATED SURFACES AND VOIDS BEHIND THE BENT PLATE RADIUS. NEW PLATES

SHALL BE FIT FLUSH AND TIGHT AGAINST THE EXISTING ELEMENTS AND BOLTS SHALL BE

SNUG TIGHTENED IN PLACE PRIOR TO THE SETTING OF THE EPOXY PASTE. THE PASTE

SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN

INSTRUCTIONS.

PAINTING STRUCTURAL STEEL NOTES:

1. NEW STRUCTURAL STEEL SHALL BE PREPARED AND PRIMED IN THE SHOP IN

ACCORDANCE WITH SECTION 825 OF THE RI STANDARD SPECIFICATIONS.

2. CLEAN AND PREPARE ALL DETERIORATED SURFACES TO SSPC-SP5 LEVEL

REQUIREMENTS OR BETTER TO PROVIDE PROPER CONTACT SURFACE FOR THE NEW

REPAIR ELEMENTS. CLEANED AREA SHALL BE THE LIMITS OF THE REPAIR CONTACT

AREA PLUS 6" ALL AROUND.

3. APPLY AN APPROVED PRIMER TO THE CLEANED SURFACE AREA.

4. THE FINAL TOP COAT AND COLOR SHALL MATCH THE EXISTING AND BE APPROVED

BY RIDOT.

5. ANY COMPONENT NOT DESIGNATED TO BE REPAINTED SHALL BE ADEQUATELY

PROTECTED FROM CLEANING OPERATION.

6. THE WORK ASSOCIATED WITH SETTING UP, MAINTAINING AND REMOVING THE

CONTAINMENT SYSTEM FOR THE SURFACE PREPARATION OF THE EXISTING

STRUCTURAL STEEL, MUST BE CONDUCTED IN ACCORDANCE WITH THE PROPOSED

MAINTENANCE AND PROTECTION OF TRAFFIC PLANS AND THE TIME RESTRICTION

SPECIFIED IN THE CONTRACT DOCUMENTS.

7. ANY DAMAGE RESULTING FROM CONTRACTOR'S CLEANING OPERATIONS, SHALL BE

REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AT NO

ADDITIONAL COST TO THE STATE.

8. WHEN ACCESSING THE SUPERSTRUCTURE FROM ABOVE GROUND, THE

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER CLEARANCES OVER THE

ROADWAYS. TEMPORARY PROTECTIVE SHIELDING IS REQUIRED WHEN WORKING

ABOVE ROADWAYS.

SPECIAL NOTES TO CONTRACTOR REGARDING AMTRAK:

1. THE CONTRACTOR SHALL BE ESPECIALLY AWARE THAT INFRASTRUCTURE FOR

ELECTRIFICATION OF THE RAILROAD IS IN PLACE AND IS ENERGIZED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING ALL NECESSARY

COORDINATION WITH AMTRAK PRIOR TO AND DURING ALL CONSTRUCTION ACTIVITIES.

3. AMTRAK SPECIFICATIONS REGARDING BONDING, GROUNDING, SHIELDING AND FOR

WORKING OVER AROUND AND WITHIN AMTRAK R.O.W. ARE CONTAINED IN THE

APPENDICES OF THE CS-PAGES OF THE CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL CONDUCT A THOROUGH REVIEW OF THESE SPECIFICATIONS PRIOR TO

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES AND SHALL SATISFY ALL AMTRAK

REQUIREMENTS AS DIRECTED BY AMTRAK AND/OR THE ENGINEER. THESE AMTRAK

SPECIFICATIONS INCLUDE THE FOLLOWING.

A. AMTRAK'S EP3014 ENGINEERING PRACTICE SECTION 01141A "MAINTENANCE AND

PROTECTION OF RAILROAD TRAFFIC DURING CONTRACTOR OPERATIONS"

B. AMTRAK’S EP3014 ENGINEERING PRACTICE, SECTION 01142A "SUBMISSION

DOCUMENTATION REQUIRED FOR AMTRAK REVIEW AND APPROVAL OF PLANS FOR

BRIDGE ERECTION, DEMOLITION AND OTHER CRANE/HOISTING OPERATIONS OVER

RAILROAD RIGHT-OF-WAY".

C. AMTRAK’S EP3014 ENGINEERING PRACTICE, SECTION 01520A "REQUIREMENTS FOR

TEMPORARY PROTECTION SHIELDS FOR DEMOLITION AND CONSTRUCTION OF

OVERHEAD BRIDGES AND OTHER STRUCTURES".

D. AMTRAK'S EP3016 ENGINEERING PRACTICE "STORM WATER DRAINAGE AND

DISCHARGE FROM ADJACENT PROPERTY ONTO AMTRAK RIGHT-OF-WAY AND

SPECIFICATION NO. 150" STORMWATER MANAGEMENT POLICY.

E. AMTRAK'S PROTECTIVE BARRIERS AND DEBRIS SHIELDS STANDARD DRAWINGS

ET-1446-D AND ET-1447-D.

4. BEFORE ANY WORK IS COMMENCED, COORDINATE WITH AMTRAK REGARDING

REQUIREMENTS OF TRACK AND/OR POWER OUTAGES FOLLOWING ALL STANDARD

PROCEDURES AND SAFETY RULES. SITE SPECIFIC SAFETY WORK PLAN (SSSWP) TO BE

SUBMITTED FOR APPROVAL PRIOR TO COMMENCING ANY WORK.

5. ANY WORK TO BE PERFORMED WITHIN 15 FEET OF THE OVERHEAD WIRES MUST BE

DONE UNDER THE PROTECTION OF AN AMTRAK ELECTRIC TRACTION CLASS "A"

EMPLOYEE.

6. WHENEVER WORK IS PERFORMED IN THE VICINITY OF THE ELECTRIFIED TRACKS

AND/OR HIGH VOLTAGE WIRES. PARTICULAR CARE MUST BE EXERCISED AND

RAILROAD'S REQUIREMENTS REGARDING CLEARANCE TO BE MAINTAINED BETWEEN

EQUIPMENT AND TRACKS AND/OR ENERGIZED WIRES. THE CONTRACTOR MUST

SUPPLY AN ADEQUATE LENGTH OF GROUNDING CABLE 4/0 COPPER WITH APPROVED

CLAMPS) FOR EACH PIECE OF EQUIPMENT WORKING NEAR OR ADJACENT TO ANY

OVERHEAD WIRE (SEE AMTRAK SPECIFICATION 16064).

7. ALL UNDERGROUND UTILITIES, CABLE, AND FACILITIES MUST BE LOCATED AND

PROTECTED BEFORE ANY EXCAVATING, DRILLING, BORING/DIRECTIONAL DRILLING,

GROUND PENETRATING ACTIVITIES OR CONSTRUCTION TAKES PLACE. THIS INCLUDES

RAILROAD AND COMMERCIAL UTILITIES, CABLES, DUCT LINES AND FACILITIES. THESE

ACTIVITIES WILL NOT BE PERFORMED IN CLOSE PROXIMITY TO THE AMTRAK DUCT

LINES UNLESS MONITORED BY ON-SITE AMTRAK COMMUNICATIONS AND SIGNAL (C&S)

DEPARTMENT PERSONNEL. HAND DIGGING MAY BE REQUIRED, AS DIRECTED BY

AMTRAK THROUGH THE ON-SITE AMTRAK C&S SUPPORT PERSONNEL. AMTRAK

MAINTAINS THE RIGHT TO ACCESS ALL EXISTING CABLES AND CONDUITS

THROUGHOUT CONSTRUCTION. AMTRAK ALSO RESERVES THE RIGHT TO UPGRADE

AND INSTALL NEW CABLES AND CONDUITS IN THE AFFECTED AREA. THE "ONE-CALL"

PROCESS MUST BE FOLLOWED. BE AWARE THAT AMTRAK IS NOT A PART OF THE

ONE-CALL PROCESS; CONTACT AMTRAK ENGINEERING TO HAVE ALL AMTRAK

UNDERGROUND UTILITIES AND ASSETS LOCATED. PRECAUTIONS MUST BE TAKEN TO

PREVENT ANY INTERRUPTION TO AMTRAK'S OPERATION.

8. SIGNAL PREVIEW MUST NOT BE OBSTRUCTED. CONSULTANTS PERFORMING WORK FOR

AMTRAK OR ON AMTRAK PROPERTY MUST SHOW THAT THERE IS ADEQUATE SIGNAL

PREVIEW. IN ADDITION, ALL TEMPORARY STRUCTURES, FORMWORK, EQUIPMENT, ETC.

MUST COMPLY WITH THIS DURING CONSTRUCTION.

9. A MINIMUM SIGNAL PREVIEW DISTANCE SHALL NOT BE LESS THAN 1500 FEET. SIGNAL

PREVIEW IS MEASURED FROM A POINT 13 FEET ABOVE THE TOP OF RAIL, AT A MINIMUM

OF 1500 FEET FROM THE TOP SIGNAL HEAD (“A” HEAD) OF THE SIGNAL THE TRAIN IS

APPROACHING. CONSULTANTS PERFORMING WORK FOR AMTRAK ON AMTRAK

PROPERTY SHALL PROVIDE A DRAWING SHOWING THAT THERE IS ADEQUATE SIGNAL

PREVIEW. THIS DRAWING MUST BE IN THE FINAL DESIGN. ALL TEMPORARY

STRUCTURES, FORMWORK, EQUIPMENT, ETC. MUST NOT OBSTRUCT SIGNAL PREVIEW

DURING CONSTRUCTION.

10. IF WORK INVOLVES HEAVY TRUCKS, EQUIPMENT, OR MACHINERY ALONG THE

RIGHT-OF-WAY, DUCT LINES AND PULL BOXES SHALL BE INSPECTED TO INSURE THEY

CAN WITHHOLD THE APPROPRIATE WEIGHT. REFER TO TIER TABLE DOCUMENT.

11. RAILS MUST BE PROTECTED AGAINST DEBRIS, RUST, SAND, METAL SHAVINGS OR

OTHER MATERIAL THAT CAN INTERFERE WITH THE PROPER SHUNTING SENSITIVITY OF

THE TRACK CIRCUIT.

19'-91 8"

9'-4 3 16 "

1'-9"88'-9 9 16 "

11'-1 1 4 "

9'-0"

7 SPACES @

11'-1 3

16 " = 77'-8 5 16 "

6 SPACES @ 23'-41

2" = 140'-3"

6'-7"

187'-0"

8'-117

8" 9'-0" 9'-0" 18 SPACES @ 7'-91

2" = 140'-3" 6'-7"6'-71 8"

-5 1 2"

7' -8

BEAM A

BEAM B

BEAM C

BEAM D

BEAM E

BEAM F

BEAM G

BEAM H

BEAM I

D -7

D -5

D -8

D -7

ED-6

D-6G

D-4

D-4A

D-4

W.P. 3

49°38'27" (TYP.)

K-1

14'-0"

N55°-19'-56"E

C BRG. ABUT. C (EXP.)L

C PIER (FIX.)L

D -7

C BRG. ABUT. D (EXP.)L

D -8

D -7

D -8

D -7

D -8

E D-6

D-6G

D-4

D -8

N55°-19'-56"E

C FRANCIS ST.

N05°-41'-29"E

W.P. 4 W.P. 5 L

26'-117 8"

EDGE OF DECK

C 9-5"Ø ELECTRICAL DUCTSL

C 8"Ø GAS PIPEL

FACE OF

CURB

FACE OF

CURB

EDGE OF DECK

REPAIR TYPE 1

9'-0" 1'-3"26'-0"26'-0"7'-3"

8 SPACES @ 8'-5 12" = 67'-8" (SQUARE) 1'-0"

8" CONCRETE DECK

C FRANCIS ST.L

W36x170 (TYP.)

6"x6" GRANITE

CURB (TYP.)

EAST PARAPET

1'-9"C 8" GAS PIPE

W/ 12" STEEL PIPE SLEEVE

LC 9 - 5"Ø

ELECTRICAL

DUCTS

7" (TYP.) 2"Ø R.S.

CONDUIT

FRANCIS ST NORTH BRIDGE OVER AMTRAK

FRAMING PLAN

BR. NO. 086501 FRANCIS STREET NORTH BRIDGE OVER AMTRAK

FRAMING PLAN

SCALE: 18" = 1'-0"

TRANSVERSE SECTION

SCALE: 14" = 1'-0"

(LOOKING NORTH)

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

PROVIDENCE

NOTES:

1. THE EXISTING PLANS ARE TAKEN FROM THE 1979 PLAN SET,

"RHODE ISLAND DEPARTMENT OF TRANSPORTATION, DIVISION OF

PUBLIC WORKS, CAPITAL CENTER PROJECT CONTRACT NO. 1,

GASPEE STREET FRANCIS STREET PROVIDENCE , RI.

DESCRIPTION OF PROPOSED WORK ON BRIDGE No. 086501:

1. STEEL BEAM REPAIRS AT THE LOCATIONS SHOWN ON THE PLANS.

C EXIST. W36 BEAML

EXIST. W36x170

EXIST 8"x 12"

COVER PLATE

EXIST. BOT. FLANGE

EXIST 8"x 12"

COVER PLATE

EXIST. BOT. FLANGE

SEE NOTE 1SEE NOTE 1

FRANCIS STREET NORTH BRIDGE OVER AMTRAK

STEEL REPAIRS - TYPE 1

BR. NO. 086501 FRANCIS STREET NORTH BRIDGE OVER AMTRAK

SCALE: 11

2" = 1'-0"

SECTION A

BEAM - ELEVATION

SCALE: 11

2" = 1'-0"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

PROVIDENCE

STEEL REPAIR NOTES:

1. REMOVE THE EXISTING CRACKED FILLET WELD BY GRINDING OR AIR CARBON ARC

GOUGING FOLLOWED BY GRINDING TO SOUND METAL.

2. REMOVE ALL EVIDENCE OF CRACKING AS VERIFIED BY MAGNETIC PARTICLE

TESTING (MT).

3. GRIND THE GROOVE SMOOTH PRIOR TO WELDING.

4. REWELD USING LOW-HYDROGEN ELECTRODES CONFORMING TO AWS D1.5

BRIDGE WELDING CODE.

5. DEPOSIT WELD METAL IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED

WELDING PROCEDURE SPECIFICATION (WPS).

6. MATCH THE EXISTING WELD SIZE UNLESS OTHERWISE NOTED.

7. GRIND WELD STARTS AND STOPS SMOOTH.

8. UPON COMPLETION, PERFORM MT OF THE COMPLETED REPAIR WELD.

9. REPAIR ANY DEFECTS REVEALED BY INSPECTION AT NO ADDITIONAL COST.

10. PROTECT ADJACENT STEEL FROM ARC STRIKES, GOUGES, AND EXCESSIVE HEAT.

NOTES:

1. REMOVE CRACKED PORTION OF EXISTING FILLET WELD AS SHOWN. REPAIR

LENGTH SHALL EXTEND A MINIMUM OF 2 IN. BEYOND EACH END OF THE

INDICATED CRACK OR AS DETERMINED BY NDT.

'-5

-4

31'-99 16"

31'-9"

26'-107 8"

27'-113 8" 32'-113

4" 32'-113 4" 33'-05

16"

ALONG TANGENT

W.P.

STA. 235+98.84

W.P.

STA. 235+65.65

STA. 235+32.62 B PRIMARY

RTE. 37 EASTBOUND

STA. 131+75.87 C JEFFERSON

BLVD. EXT.

W.P.

STA. 234+99.69

W.P.

STA. 234+71.87

TANGENT BASELINE

STA. 235+32.62

S59°-07'-28"E

B PRIMARY RTE. 37

EASTBOUND R=3000'

L 6' -6

" 14'-5" 12'-93

8" 3 SPACES @ 16'-63

4" = 49'-81 4" 14'-93

16"

36WF135 36WF150 BEAM - A 36WF135

15'-213 16"17'-01

30WF99

36WF135

. (EXP.)

SPAN 1 SPAN 2 SPAN 3

ABU

T A

JEFFER

BLVD

. EXT.

N 15°11'19"E

L C

. (EXP.)

LABU

T B

36WF150 BEAM - I

DO BEAM - B

BEAM - C

BEAM - D

BEAM - E

BEAM - F

BEAM - G

BEAM - H

74°18'47" (TYP.)

PROFILE

GRADE LINE

30WF99

36WF135

. (FIXED

. (EXP.)

PIER

. (FIXED

PIER

(TYP.)

16" 811

16" 811 16" 811

16"

REPAIR TYPE 4

REPAIR TYPE 2

REPAIR TYPE 3

REPAIR TYPE 8REPAIR TYPE 5

REPAIR TYPE 9REPAIR TYPE 7

REPAIR TYPE 6

REPAIR TYPE 7 REPAIR TYPE 10

REPAIR TYPE 1

REPAIR TYPE 4

REPAIR TYPE 9

REPAIR TYPE 3

24'-0"2'-0"1'-0"

2' -8

VARIES 8 SPACES @ 6'-5" = 51'-4"

2" CONCRETE DECK

B PRIMARY RTE. 37L

27'-0"

BM A

10" (TYP.)

57'-0"

1'-6" (TYP.)

ALUMINUM BRIDGE

RAILING

2.7%

3" ASPHALTIC CONCRETE PAVEMENT

OVER WATERPROOF MEMBRANE

HALF SECTION AT MID-SPAN HALF SECTION AT MID-SPAN

BM I

2'-0" 1'-0"

BEAM (TYP.)C18 (TYP.)

6"x12" GRANITE

CURB (TYP.)

VARIES

2"Ø GALV. STEEL

LIGHTING CONDUIT

C12 (TYP.)

3'-0"

P.G.L.

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

FRAMING PLAN

SCALE: 18" = 1'-0"

TRANSVERSE SECTION

SCALE: 14" = 1'-0"

(LOOKING EASTERLY)

LEGEND:

EXPANSION BEARING "TYPE A" WITH PINTLE.

EXPANSION BEARING "TYPE B" WITH PINTLE.

FIXED BEARING "TYPE C" WITH PINTLE.

FIXED BEARING "TYPE D" WITHOUT PINTLE.

STEEL REPAIR LOCATION

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

FRAMING PLAN

NOTES:

1. THE EXISTING PLANS ARE TAKEN FROM THE 1964 PLAN SET,

"RHODE ISLAND DEPARTMENT OF TRANSPORTATION, DIVISION OF

PUBLIC ROADS AND BRIDGES, PRIMARY ROUTE 37 FROM FUTURE

JEFFERSON BOULEVARD TO HILLSGROVE RAILROAD SMITH

WARWICK , RI., AND 2012 REPAIRS TO JEFFERSON BOULEVARD -

SOUTH BRIDGE NO. 634.

DESCRIPTION OF PROPOSED WORK ON BRIDGE No. 063401:

8" BENT PLATE A

8" REPAIR PLATE

C BRG.L

EXIST. BEARING

FACE OF EXIST.

ABUTMENT A STEM

1'-0"

4" 4" 6" 2" 2"

12 SPACES @ 5" = 5'-0"

8"±5"

5" 5"

EXIST. BEAM 9

36 WF 135

8" REPAIR PLATE

8" FILL PLATE

8" BENT PLATE A

(TYP.)

5" 5"

5" 4"

4" 4"

8" (TYP.)

2" (TYP.)

8" BENT PLATE C

16"±

8"±

8" BENT PLATE A

8" BENT PLATE B

C BRG.L

12 SPACES @ 5" = 5'-0"

1'-0" 4"

16"± 5"

5" 5"

2" 6" 4" 4"

EXIST. BEAM 9

36 WF 135

8" FILL PLATE

8" BENT PLATE A

8" BENT PLATE C

FACE OF EXIST.

ABUTMENT A STEM

EXIST. BEARING

GRIND EXIST. CONN. PLATE WELD AS

REQ'D TO FIT BENT PLATE (TYP.)

EXIST.

BEARING

FACE OF EXIST.

ABUTMENT A STEM

CUT BENT PLATE TO

MATCH EXIST. FLANGE

C BRG.L

FACE OF EXIST.

ABUTMENT A BACKWALL

4" 1'-0" 12 SPACES @ 5" = 5'-0"

2" (TYP.)

C BEAM 1L

8" BENT PLATE A

8" BENT PLATE B3

8" BENT PLATE A

8" BENT PLATE C

8" REPAIR PLATE

8" FILL PLATE

TIGHT FIT

8" BENT PLATE B (N.S.)

8" BENT PLATE C (F.S.)

5" 5"

5" 4"

4" 4"

2" (TYP.)

8" (TYP.)

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

4" 4"

5" 41 8"

CLIP BENT PLATES TO

AVOID BEAM FILLET

8" BENT PLATE A (TYP.)

8" REPAIR PLATE

8" FILL PLATE

EXIST. C12

4" 21 2"

8" BENT PLATE A (TYP.)

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

3. ALL BOLTS TO BE 7/8" DIAMETER A 325 BOLTS UNLESS

NOTED OTHERWISE.

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION C

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 1

EXIST. BEAM 1

36 WF 135

5" 6" 5" 2" 2"

8"± 4"

4" 4"

4" 4"3

8" BENT PLATE A

2" 10 SPACES @ 5" = 4'-2"

11" 2"

C PIER 1L

C BRG.L C BRG.L

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE A

8" BENT PLATE C

EXIST. BEAM 10

36 WF 150

FACE OF EXIST.

PIER 1 (TYP.)

EXIST. BEARING

(TYP.)

8" REPAIR PLATE

8" FILL PLATE

8" BENT PLATE A

(TYP.)

4" 4"

8" (TYP.)

2" (TYP.)

8" BENT PLATE C

8"±

EXIST. BEAM 1

36 WF 135

C PIER 1L

C BRG.L C BRG.L

5" 6" 5" 2" 2"

8"±4"

4" 4"

8" REPAIR PLATE

8" BENT PLATE A

FACE OF EXIST.

PIER 1 (TYP.)

EXIST. BEARING

(TYP.)

EXIST. BEAM 10

36 WF 150

D C BEAM 1L

C BEAM 10L

C PIER 1L

C BRG.LC BRG.L

10 SPACES @ 5" = 4'-2"

11" 2"

8" BENT PLATE A

FACE OF EXIST.

PIER 1 (TYP.)

8" BENT PLATE B

EXIST.

BEARING

(TYP.)

8" BENT PLATE C

8" REPAIR PLATE

8" BENT PLATE A

8" FILL PLATE

TIGHT FIT

8" BENT PLATE B (N.S.)

8" BENT PLATE C (F.S.)

4" 4"

2" (TYP.)

8" (TYP.)

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

4" 4"

5" 41 8"

CLIP BENT PLATES TO

AVOID BEAM FILLET

8" BENT PLATE A (TYP.)

8" REPAIR PLATE

8" FILL PLATE

EXIST. C12

2"4" 4"

4" 21 2"

8" BENT PLATE A (TYP.)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION C

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 2

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

3. ALL BOLTS TO BE 7/8" DIAMETER A 325 BOLTS UNLESS

NOTED OTHERWISE.

4" 5"

41 2" 41 2"3"±

2" 4" 6" 5"

4" 11"

C PIER 1L

C BRG.L C BRG.L

EXIST. BEAM 2

36 WF 99

B -

8" BENT

PLATE C

8" BENT

PLATE A

8" FILL PLATE

8" BENT

PLATE B

8" (TYP.)

2" (TYP.)

4" 4"

5" 41 2"

41 2" 215 16"

8" BENT PLATE A

(TYP.)

8" BENT PLATE C

(TYP.)

8" FILL PLATE

(TYP.)

EXIST. C12

(TYP.)

8" BENT PLATE A

(TYP.)

8" (TYP.)

2" (TYP.)

TIGHT FIT (TYP.)

CLIP BENT PLATES TO AVOID

BEAM FILLET (TYP.)

41 8" 5"

8"Ø BOLT THROUGH CENTER

OF EXIST. C12 (TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

2" (TYP.)

8" BENT PLATE C

(F.S.) (TYP.)

8" BENT PLATE B

(N.S.) (TYP.)

8" FILL PLATE

C PIER 1L

C BRG.LC BRG.L

FACE OF EXIST.

PIER 1 (TYP.)

EXIST. BEARING (TYP.)

C BEAML

8" BENT PLATE A

(TYP.) (BOTH SIDES)

8" FILL PLATE

11"

2"2"

8" FILL PLATE (TYP.)

8" BENT PLATE C (TYP.)

(BOTH SIDES)

8" BENT PLATE B (TYP.)

(BOTH SIDES)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

(SOUTH ELEVATION SHOWN, NORTH ELEVATION SIMILAR)

SCALE: 11

2" = 1'-0"

SECTION C

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 3

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

4"11"

EXIST. BEAM 11-17

36 WF 150

4" 4"

4" 4" 21

2"±

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE A

C PIER 1L

C BRG.L C BRG.L

6" 4" 2"

8" BENT PLATE C

FACE OF EXIST.

PIER 1 (TYP.)

EXIST. BEARING

(TYP.)

4" 11"

EXIST. BEAM 11-17

36 WF 150

4" 4"

4" 4"21

2"±

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE A

C PIER 1L

C BRG.LC BRG.L

6"4" 2"

8" BENT PLATE C

FACE OF EXIST.

PIER 1 (TYP.)

EXIST. BEARING

(TYP.)

4" 4"

2" (TYP.)

8" (TYP.)

2"±

8" BENT PLATE C

8" FILL PLATE

8" BENT PLATE A

(TYP.)

4" 4"

5" 41 8"

EXIST. C12

8" BENT PLATE B

(N.S.) (TYP.)

2" (TYP.)

8" (TYP.)

2"±

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

8" FILL PLATE

8" BENT PLATE C

(F.S.) (TYP.)

TIGHT FIT (TYP.)

CLIP BENT PLATES TO AVOID

BEAM FILLET (TYP.)

C PIER 1L

C BRG.LC BRG.L

FACE OF EXIST.

PIER 1 (TYP.)

EXIST. BEARING (TYP.)

8" FILL PLATE (TYP.)

8" BENT PLATE C (TYP.)

(BOTH SIDES)

8" BENT PLATE B (TYP.)

(BOTH SIDES)

8" BENT PLATE A

(TYP.) (BOTH SIDES)

11"

2"11 2"

C BEAML

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION C

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 4

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

10 SPACES @ 5" = 4'-2"

2" (TYP.) 2"

11"

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATEEXIST. BEAM 10

36 WF 150

4" 4"

4"17 16"±

8" BENT PLATE C

8" BENT PLATE A

5"6"5" 2"

C PIER 2L

C BRG.L C BRG.L

EXIST. BEAM 10

36 WF 150

8" BENT PLATE A

10 SPACES @ 5" = 4'-2"

2"2"

11"

4" 4"

1"2" 5" 6" 5"

8" REPAIR PLATE

C PIER 2L

C BRG.L C BRG.L

C PIER 2L

C BRG.LC BRG.L

EXIST. BEARING (TYP.)

10 SPACES @ 5" = 4'-2" 11"

2"2" (TYP.)

2" (TYP.)

8" BENT PLATE A

8" REPAIR PLATE

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE C

C BEAML

2" 21

8" (TYP.)

2" (TYP.)

4" 4"

16"±

2"±

8" BENT PLATE A

(TYP.)

8" BENT PLATE C

8" REPAIR PLATE

8" FILL PLATE

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

2" (TYP.)

8" (TYP.)

CLIP BENT PLATES TO

AVOID BEAM FILLET

8" BENT PLATE A (TYP.)

4" 4"

41 8"

4" 4"

EXIST. C12

8" BENT PLATE C (F.S.)

8" REPAIR PLATE

8" FILL PLATE

2" 21

2" (TYP.)

8" BENT PLATE A

(TYP.)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION C

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 5

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

C PIER 2L

C BRG.L C BRG.L

2" 4" 6" 5"

4" 11"

4" 4"

4"17 16"±

8" BENT PLATE C

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE A

EXIST. BEAM 13

36 WF 150

C PIER 2L

C BRG.LC BRG.L

4" 11"

2"2" (TYP.)

2" (TYP.)

8" BENT PLATE B

(TYP.) (BOTH SIDES)

8" BENT PLATE A

(TYP.) (BOTH SIDES)

8" BENT PLATE C

(TYP.) (BOTH SIDES)

C BEAML

2" 21

8" (TYP.)

2" (TYP.)

4" 4"

16"±

8" BENT PLATE A

(TYP.)

8" BENT PLATE C

8" FILL PLATE

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

(TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

2" (TYP.)

8" (TYP.)

CLIP BENT PLATES TO

AVOID BEAM FILLET (TYP.)

8" BENT PLATE A (TYP.)

4" 4"

41 8" 4"

4" 5"

EXIST. C12 (TYP.)

8" BENT PLATE C (F.S.) (TYP.)

8" FILL PLATE

8" BENT PLATE B (N.S.)

(TYP.)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

(SOUTH ELEVATION SHOWN, NORTH ELEVATION SIMILAR)

SCALE: 11

2" = 1'-0"

SECTION C

SCALE: 11

2" = 1'-0"

SECTION A

- SCALE: 11

2" = 1'-0"

SECTION B

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 6

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

2" 4" 6" 5"

4" 11"

4" 4" 4"

4" 4"

4"17 16"±

8" BENT PLATE C

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE A

EXIST. BEAM 14/15

36 WF 150

6 SPACES @ 5" = 2'-6"

C PIER 2L

C BRG.LC BRG.L

4" 11"

8" BENT PLATE B

(TYP.) (BOTH SIDES)

8" BENT PLATE A

(TYP.) (BOTH SIDES)

8" BENT PLATE C

(TYP.) (BOTH SIDES)

C BEAML

2" (TYP.)

6 SPACES @ 5" = 2'-6"

2" (TYP.)

2" 21

8" (TYP.)

2" (TYP.)

4" 4"

16"±

8" BENT PLATE A

(TYP.)

8" BENT PLATE C

8" FILL PLATE

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

(TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

2" (TYP.)

8" (TYP.)

CLIP BENT PLATES TO

AVOID BEAM FILLET (TYP.)

8" BENT PLATE A (TYP.)

4" 4"

41 8" 4"

4" 5"

EXIST. C12 (TYP.)

8" BENT PLATE C (F.S.) (TYP.)

8" FILL PLATE

8" BENT PLATE B (N.S.)

(TYP.)

2" 21

2" (TYP.)

8" BENT PLATE A

(TYP.)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

(SOUTH ELEVATION SHOWN, NORTH ELEVATION SIMILAR)

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

SCALE: 11

2" = 1'-0"

SECTION C

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 7

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

5 SPACES @ 4" = 1'-8"

2" (TYP.)1'-0"

8" BENT PLATE A

8" BENT PLATE B

4" 4"

8" FILL PLATE

2" 6" 6" 4"

16"±

8" BENT PLATE C

8" BENT PLATE A

EXIST. BEAM 19

36 WF 135

C PIER 2L

C BRG.L C BRG.L

2" 2" 4" 6" 6"

4" 4"

4"4"

5 SPACES @ 4" = 1'-8" 1'-0"

8" BENT PLATE A

8" REPAIR PLATE

EXIST. BEAM 19

36 WF 135

C PIER 2L

C BRG.LC BRG.L

EXIST. BEARING (TYP.)

1'-0" 5 SPACES @ 4" = 1'-8"

2" (TYP.)2"

2" (TYP.)

8" BENT PLATE A

8" REPAIR PLATE

8" FILL PLATE

8" BENT PLATE B

8" BENT PLATE C

C BEAML

8" REPAIR PLATE

8" FILL PLATE

8" BENT PLATE A

(TYP.)

4" 4"

8" (TYP.)

2" (TYP.)

8" BENT PLATE C

8"±

TIGHT FIT

8" BENT PLATE B (N.S.)

8" BENT PLATE C (F.S.)

4" 4"

2" (TYP.)

8" (TYP.)

8"Ø BOLT THROUGH

CENTER OF EXIST. C12

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

4" 4"

5" 41 8"

CLIP BENT PLATES TO

AVOID BEAM FILLET

8" BENT PLATE A (TYP.)

8" REPAIR PLATE

8" FILL PLATE

EXIST. C12

2"4" 4"

4" 21 2"

8" BENT PLATE A (TYP.)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION C

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 8

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

EXIST. BEAM 23

36 WF 99

2"±41 2"

41 2" 5" 4"

C PIER 2L

C BRG.L C BRG.L

5" 6" 4"

7 SPACES @ 5" = 2'-10"

11"

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATE

8" BENT PLATE C

8" BENT PLATE A

C PIER 2L

C BRG.LC BRG.L

FACE OF EXIST.

PIER 2 (TYP.)

EXIST. BEARING (TYP.)

C BEAML

2" 2" (TYP.)

2" (TYP.)

11" 7 SPACES @ 5" = 2'-10"

8" BENT PLATE A

(TYP.) (BOTH SIDES)

8" BENT PLATE B

(TYP.) (BOTH SIDES)

8" BENT PLATE C

(TYP.) (BOTH SIDES)

8" FILL PLATE

8" (TYP.)

2" (TYP.)

4" 4"

5" 41 2"

41 2" 11 2"±

8" BENT PLATE A

(TYP.)

8" BENT PLATE C

(TYP.)

8" FILL PLATE

(TYP.)

EXIST. C12

(TYP.)

8" BENT PLATE A

(TYP.)

8" (TYP.)

2" (TYP.)

TIGHT FIT (TYP.)

CLIP BENT PLATES TO AVOID

BEAM FILLET (TYP.)

41 8" 5"

8"Ø BOLT THROUGH CENTER

OF EXIST. C12 (TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

2" (TYP.)

8" BENT PLATE C

(F.S.) (TYP.)

8" BENT PLATE B

(N.S.) (TYP.)

8" FILL PLATE

8" (TYP.)

2" (TYP.)

8" BENT PLATE A

(TYP.)

2" (TYP.)

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

(SOUTH ELEVATION SHOWN, NORTH ELEVATION SIMILAR)

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

SCALE: 11

2" = 1'-0"

SECTION C

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 9

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

C BRG.L

4" 5"

41 2" 41 2"11

2"±

1'-0"

4" 7" 5"

2" 21 2"

EXIST. BEAM 24

36 WF 99

8" BENT PLATE C

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATE

B -

FACE OF EXIST.

ABUTMENT B STEM

C BRG.L

FACE OF EXIST.

ABUTMENT B STEM FACE OF EXIST.

ABUTMENT B BACKWALL

EXIST. BEARING

C BEAML

2" (TYP.)

1'-0"4"

8" BENT PLATE A (TYP.)

(BOTH SIDES)

8" BENT PLATE B (TYP.)

(BOTH SIDES)

8" BENT PLATE C (TYP.)

(BOTH SIDES)

8" FILL PLATE

8" (TYP.)

2" (TYP.)

4" 4"

5" 41 2"

41 2" 11 2"

8" BENT PLATE A

(TYP.)

8" BENT PLATE C

(TYP.)

8" FILL PLATE

(TYP.)

EXIST. C12

(TYP.)

8" BENT PLATE A

(TYP.)

8" (TYP.)

2" (TYP.)

TIGHT FIT (TYP.)

CLIP BENT PLATES TO AVOID

BEAM FILLET (TYP.)

41 8" 5"

8"Ø BOLT THROUGH CENTER

OF EXIST. C12 (TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

2" (TYP.)

8" BENT PLATE C

(F.S.) (TYP.)

8" BENT PLATE B

(N.S.) (TYP.)

8" FILL PLATE

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

(SOUTH ELEVATION SHOWN, NORTH ELEVATION SIMILAR)

SCALE: 11

2" = 1'-0"

SECTION C

SCALE: 11

2" = 1'-0"

SECTION A

SCALE: 11

2" = 1'-0"

SECTION B

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 063401 JEFFERSON BOULEVARD - SOUTH BRIDGE

WARWICK

JEFFERSON BOULEVARD SOUTH BRIDGE

STEEL REPAIRS - TYPE 10

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

124'-87 16"

SPAN 1

124'-87

16"

SPAN 2

250'-111 2"

B RT. 44

WESTBOUND

B RT. 44

WESTBOUND

B RT. 44

EASTBOUND

C BRG. WEST ABUT. (EXP.)L C BRG. (FIXED)C BRG. (EXP.)L L C BRG. EAST ABUT. (EXP.)L

GIRDER A

15°38'27"

74°21'33"

5 SPAC

ES @

8'-7 13 16 " = 43'-3 3

16 "5

'-4

-8

4'-01 2"

4'-23 8"

5 SPAC

ES @

8'-7 13 16 " = 43'-3 3

16 "

C PIERL

'-4

-8

EXIST. INTERMEDIATE

UTILITY SUPPORT (TYP.)

EXIST. DIAPHRAGM

(TYP.)

COMM

DUCT BANK

REPAIR TYPE 1

4'-23 8"

GIRDER C

GIRDER D

GIRDER E

GIRDER F

GIRDER G

GIRDER H

GIRDER J

GIRDER I

GIRDER K

GIRDER L

GIRDER A

GIRDER B

GIRDER C

GIRDER D

GIRDER E

GIRDER F

GIRDER G

GIRDER H

GIRDER J

GIRDER I

GIRDER K

GIRDER L

GIRDER B

REPAIR TYPE 2

C EXIST. 12"

GAS PIPE

1'-91 4"

PARAPET

12'-0"

LANE

12'-0"

LANE

5 SPACES @ 8'-4" = 41'-8" 4'-01

2" CONCRETE DECK

B WESTBOUNDL

EXIST. PLATE

GIRDER

3" DIA. CONDUIT

17'-0"

AUXILIARY LANE

P.G.L.

5'-9"

SHLDR.

4'-4"

B ROUTE 44L ROUTE 44 WESTBOUND

12'-0"

LANE

12'-0"

LANE

2" CONCRETE DECK 2%

17'-0"

AUXILIARY LANE

P.G.L.

4'-6"

SHLDR.

1'-61

4" BARRIER (TYP.)B EASTBOUNDL

4'-01

2" 5 SPACES @ 8'-4" = 41'-8"

1'-91 4"

PARAPET

SNOW FENCE

3" DIA. CONDUIT

3'-1"

4" OPEN JOINT

ROUTE 44 WESTBOUND

99'-6"

(OUT TO OUT)

C EXIST. 12"

GAS PIPE

EXIST. 3" HMA

(TYP.)

CONST.JT.

COMM DUCT BANK

RIDOT FIBER OPTIC

COMM. LINE

BR. NO. 074101 US 44 PUTNAM PIKE OVER I-295

FRAMING PLAN

SCALE: 1" = 10'-0"

TRANSVERSE SECTION

SCALE: 14" = 1'-0"

(LOOKING WEST)

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

SMITHFIELD,

US 44 PUTNAM PIKE OVER I-295

FRAMING PLAN

NOTES:

1. THE EXISTING PLANS ARE TAKEN FROM THE 1971 PLAN SET,

"RHODE ISLAND DEPARTMENT OF TRANSPORTATION, DIVISION OF

PUBLIC WORKS, PUTNAM PIKE BRIDGE NO. 741, SMITHFIELD , RI.,

AND BRIDGE GROUP 35 US 44 PUTNAM PIKE 2021 PLAN SET.

DESCRIPTION OF PROPOSED WORK ON BRIDGE No. 074101:

8x8x1

2 BENT

PLATE (TYP.)

(TYP.)

1'-101 2"

2" (TYP.)

3" (TYP.)

C BRG.L

8x8x1

2 BENT

PLATE (TYP.)

(TYP.)

1'-101 2"

2" (TYP.)

3" (TYP.)

C BRG.L

16"

(TYP.)

3" (TYP.)

8x8x1

2 BENT

PLATE (TYP.)

2 - L3" x 4" x 38"

REPLACE IN KIND

TEMPORARILY SUPPORT UTILITY

DURING CONSTRUCTION

TYP.

US 44 PUTNAM PIKE OVER I-295

STEEL REPAIRS - TYPE 1 AND TYPE 2

SCALE: 11

2" = 1'-0"

SECTION A

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

BR. NO. 074101 US44 PUTNAM PIKE OVER I-295

SMITHFIELD,

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

UTILITY BRACING DETAIL

SCALE: 3 4" = 1'-0"

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

REPAIR TYPE 2

REPAIR TYPE 1

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. SEE SHEET 6 FOR PAINTING REQUIREMENTS.

17°-06'-02.1"33 '-6

'-4

-0

C BRG. WEST ABUT. (EXP.)L

N 08°-25'-00"W

C BRG. EAST ABUT. (FIX.)L

92'-1011

16" (SKEW)

88'-913

32" (SQUARE)

B SMITH ST.

N81°-18'-57"E

STA. 2+50.382

BM A W36 x 194

23'-25 8"23'-223

32" 23'-25 8" 23'-223

32"

23'-0"

C 9 x 13.4

D -5

C 9 x 13.4

D -5

12'-0"

23'-0"12'-0" 23'-0"23'-0" 12'-0"

D -3

D -1

D -3

D -1

D -4

D -2

D -4

D -2

D -1

12'-0"

D -1

12'-0" 12'-0"

D -1

D -4

D -2

D -4

D -2

D -4

D -2

D -4

D -2

'-6

69'-0 5 8 "

L4 x 4x 1 4 "

BM B

BM C

BM D W36 x 194

BM E

BM F

BM G

BM H

BM I DO

BM J W36 x 194

3' -2

-2

L4 x 4x 1 4 "

D -3 D

-3

D -2

STA. 3+43.273

C 24" WATER PIPEL

C 9 - 5"

ELECTRIC

CONDUITS

12" GAS PIPE

C 4 - 4" TELEPHONE

CONDUITS

N 08°-25'-00"W

REPAIR TYPE 1

REPAIR TYPE 2

REPAIR TYPE 1

REPAIR TYPE 2

12'-0"12'-0"7'-0"

SIDEWALK

1'-0"

2' -4

1'-6" 9 SPACES @ 7'-4" = 66'-0" (SQUARE)

2" CONCRETE DECK

C SMITH ST. R.R. BRIDGEL

W36x192 (TYP.)

6"x6" GRANITE

CURB (TYP.)

14'-0"15'-0" 7'-0"

SIDEWALK

1'-0"

2' -4

1'-6"

MC 18 x 42.7MC 18 x 42.7 MC 18 x 42.7MC 18 x 42.7

L4x4x1 4"

4" TELEPHONE

CONDUITS

MC 18 x 42.7

BM A BM B BM C BM D BM E BM F BM G BM H BM I BM J

MC 18 x 42.7MC 18 x 42.7

1% 1%

7" (TYP.)

L4x4x1 4"

9 - 5" ELECTRICAL

CONDUITS

24" WATER PIPE IN

36" STEEL JACKET

SOUTH SIDE NORTH SIDE

6" (TYP.)

12" GAS IN

16" JACKET

TYP. INTERMEDIATE

DIAPHRAGMS FOR

INTERIOR BAYS

53'-0"

BR. NO. 092801 SMITH STREET R.R. BRIDGE

FRAMING PLAN

SCALE: 18" = 1'-0"

TRANSVERSE SECTION

SCALE: 14" = 1'-0"

(LOOKING WEST)

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

PROVIDENCE,

SMITH STREET R.R. BRIDGE

FRAMING PLAN

NOTES:

1. THE EXISTING PLANS ARE TAKEN FROM THE 1979 PLAN SET,

"RHODE ISLAND DEPARTMENT OF TRANSPORTATION, DIVISION OF

PUBLIC WORKS, SMITH STREET RAILROAD BRIDGE NO. 928,

PROVIDENCE , RI.

DESCRIPTION OF PROPOSED WORK ON BRIDGE No. 092801:

FW x 3"H HOLE

2" THICK

BENT PLATE

5X5X1

2" BENT

PLATE5X5X1

2" BENT

PLATE B

C BRG.L

EXIST. BEAM

FACE OF EXIST.

ABUTMENT A STEM

EXIST.

BEARING

GRIND EXIST. CONN.

PLATE WELD AS REQ'D TO

FIT BENT PLATE (TYP.)

9 SPACES @ 5" = 3'-9"

13x6x1

2" BENT PLATE

(TYP.)

2" FILL PLATE

(TYP.)

2" REPAIR PLATE

(TYP.)

C BRG.L

EXIST.

BEARING

FACE OF EXIST.

ABUTMENT A STEM

9 SPACES @ 5" = 3'-9"

EXIST. BEAM

5X5X1

2" BENT

PLATE (TYP.)

FW x 3"H HOLE

FW x 8"H HOLE

TIGHT FIT

8" BENT PLATE B (B.S.)

8" BENT PLATE C (B.S.)

2" (TYP.)

8" (TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

CLIP BENT PLATES TO

AVOID BEAM FILLET

8" BENT PLATE A (TYP.)

8" REPAIR PLATE

8" FILL PLATE

EXIST. C (TYP.)

13x6x1

2" BENT PLATE

(TYP.)

5" 11

2"EXIST.BEARING

FACE OF EXIST.

ABUTMENT A STEM

CUT BENT PLATE TO

MATCH EXIST. FLANGE

C BRG.L

FACE OF EXIST.

ABUTMENT A BACKWALL

2" (TYP.)

C BEAML

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATE

SMITH STREET R.R. BRIDGE

STEEL REPAIRS - TYPE 1

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION D

SCALE: 11

2" = 1'-0"

SECTION A

- SCALE: 11

2" = 1'-0"

SECTION B

SCALE: 11

2" = 1'-0"

SECTION C

BR. NO. 092801 SMITH STREET R.R. BRIDGE

PROVIDENCE,

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. STRUCTURAL STEEL PLATES AND SHAPES SHALL

CONFORM TO THE LATEST PROVISIONS OF ASTM A588

WEATHERING STEEL.

3. ALL BOLTS AND WASHERS TO BE 7/8" DIAMETER A325,

TYPE 3 WEATHERING STEEL BOLTS UNLESS NOTED

OTHERWISE.

FW x 7"H HOLE

2" THICK

BENT PLATE

5X5X1

2" BENT

PLATE5X5X1

2" BENT

PLATE B

C BRG.L

EXIST. BEAM

FACE OF EXIST.

ABUTMENT A STEM

EXIST.

BEARING

GRIND EXIST. CONN.

PLATE WELD AS REQ'D TO

FIT BENT PLATE (TYP.)

12 SPACES @ 5" = 5'-0"

13x6x1

2" BENT PLATE

(TYP.)

2" FILL PLATE

(TYP.)

2" WEB PLATE

(TYP.) 2'

-6

C BRG.L

EXIST.

BEARING

FACE OF EXIST.

ABUTMENT A STEM

9 SPACES @ 5" = 3'-9"

EXIST. BEAM

FW x 8"H HOLE

5X5X1

2" BENT

PLATE (TYP.)

FW x 3"H HOLE

TIGHT FIT

8" BENT PLATE B (B.S.)

8" BENT PLATE C (B.S.)

2" (TYP.)

8" (TYP.)

8"Ø BOLT THROUGH

EXIST. HOLE (TYP.)

CLIP BENT PLATES TO

AVOID BEAM FILLET

8" BENT PLATE A (TYP.)

8" REPAIR PLATE

8" FILL PLATE

EXIST. C (TYP.)

13x6x1

2" BENT PLATE

(TYP.)

5" 11

2"EXIST.BEARING

FACE OF EXIST.

ABUTMENT A STEM

CUT BENT PLATE TO

MATCH EXIST. FLANGE

C BRG.L

FACE OF EXIST.

ABUTMENT A BACKWALL

2" (TYP.)

C BEAML

8" BENT PLATE A

8" BENT PLATE B

8" FILL PLATE

SMITH STREET R.R. BRIDGE

STEEL REPAIRS - TYPE 2

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

NORTH ELEVATION

SCALE: 11

2" = 1'-0"

SOUTH ELEVATION

SCALE: 11

2" = 1'-0"

SCALE: 11

2" = 1'-0"

SECTION E

SCALE: 11

2" = 1'-0"

SECTION A

- SCALE: 11

2" = 1'-0"

SECTION B

SCALE: 11

2" = 1'-0"

SECTION C

BR. NO. 092801 SMITH STREET R.R. BRIDGE

PROVIDENCE,

NOTES:

1. SEE SHEET 5 AND 6 FOR GENERAL NOTES.

2. STRUCTURAL STEEL PLATES AND SHAPES SHALL

CONFORM TO THE LATEST PROVISIONS OF ASTM A588

WEATHERING STEEL.

3. ALL BOLTS AND WASHERS TO BE 7/8" DIAMETER A325,

TYPE 3 WEATHERING STEEL BOLTS UNLESS NOTED

OTHERWISE.

1'-3"

5' -0

'-0

-0

1'-3"

88'-31 2" 43'-81

89'-45 16" 51'-21

89'-41 4"28'-81

250'-0"

88'-31 2"39'-21

268'-01 16"

C BRG. WEST. ABUT.

(EXP.)

C SPRAGUE STREET

ASPHALTIC EXPANSION JOINT

SYSTEM TO BE REMOVED

AND REPLACED IN KIND

SIDEWALK JOINT

FILLER

C PIERL C BRG. EAST. ABUT.

(EXP.)

EXIST. BITUMINOUS

SIDEWALK

EXISTING 14'-0"

APPROACH SLAB

EXIST. BITUMINOUS

SIDEWALK

EXIST. BITUMINOUS

SIDEWALK

EXISTING 14'-0"

APPROACH SLAB

SPRAGUE STREET

RI-2

N.B D

RI-2

S.B D

N.E. ENDPOST

S.E. ENDPOSTS.E. ENDPOST

ASPHALTIC EXPANSION JOINT

SYSTEM TO BE REMOVED

AND REPLACED IN KIND

ASPHALTIC EXPANSION JOINT

SYSTEM TO BE REMOVED

AND REPLACED IN KIND

14'-0"14'-0"5'-0"

SIDEWALK

2'-9" 5 SPACES @ 7'-0" = 35'-0"

5'-0"

SIDEWALK

1'-3"

2'-9"

C SPRAGUE ST. BRIDGEL

W36 x 245 (TYP.)

BM 3 BM 4BM 2BM 1 BM 5 BM 6

MC18 x 42.7 (TYP.)

40'-6"

EXIST. PEDESTRIAN

CHAIN LINK FENCE (TYP.)

9" (TYP.)

4" CONCRETE DECK

3" ASPHALTIC CONCRETE PAVEMENT

OVER WATERPROOF MEMBRANE

BR. NO. 064401 SPRAGUE STREET BRIDGE

GENERAL PLAN

SCALE: 1" = 10'-0"

TRANSVERSE SECTION

SCALE: 14" = 1'-0"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND

RIDOT 2026 STATEWIDE STEEL REPAIRS

VOLUME 1

PORTSMOUTH

SPRAGUE SREET BRIDGE

GENERAL PLAN

NOTES:

1. THE EXISTING PLANS ARE TAKEN FROM THE 1962 PLAN SET,

"RHODE ISLAND DEPARTMENT OF TRANSPORTATION, DIVISION OF

PUBLIC WORKS, SPRAGUE STREET BRIDGE, PORTSMOUTH, RI,

GENERAL PLAN AND 1987 SAFETY IMPROVEMENT PLANS.

DESCRIPTION OF PROPOSED WORK ON BRIDGE NO. 064401:

1. ASPHALT PLUG JOINT REPLACEMENTS AT THE LOCATIONS SHOWN ON

THE PLANS.

1'-6"1'-4"1'-2"

C JOINTL

C BRG.L

R&D EXISTING

ASPHALT JOINT

EXISTING

APPROACH SLAB

EXISTING

BACKWALL

6"6"

C JOINTL

C BRG.L

R&D EXISTING

ASPHALT JOINT

EXIT. PAVEMENT

CUT LINE

C BRG.L

C PIERL

1'-6"1'-4"1'-2"

C JOINTL

C BRG.L

EXISTING

APPROACH SLAB

EXISTING

BACKWALL

6"6"

C BRG.LC BRG.L

C PIERL

EXIT. PAVEMENT

CUT LINE

EXISTING MODIFIED

BITUMINOUS BASE COURSE

10" 10"

1'-8"

NOMINAL

ASPHALTIC JOINT MATERIAL

(SEE RI STANDARD SPECIFICATIONS)

1DETAIL

POLYMER…

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File details come from the government source that posted it. Updated Oct 5, 2026.