department of transportation...thermal design force data thermal design force data uniform...
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DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
GENERAL NOTES (1 OF 4)
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1. ALL CONSTRUCTION INDICATED ON THESE PLANS SHALL BE IN ACCORDANCE WITH: ALL CONSTRUCTION INDICATED ON THESE PLANS SHALL BE IN ACCORDANCE WITH: THE 2018 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, 8th EDITION, NOVEMBER 2017, INCLUDING THE LATEST INTERIM REVISIONS. 2. DIMENSIONS, STATIONS, AND ELEVATIONS ARE SHOWN TO THE NEAREST ONE-HUNDREDTH OF A FOOT OR 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 NATIONAL GEODETIC VERTICAL DATUM OF ALL ELEVATIONS ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NGVD 88). 4. COORDINATES USED ON THESE PLANS ARE BASED ON THE STATEWIDE COORDINATE SYSTEM, THE NORTH COORDINATES USED ON THESE PLANS ARE BASED ON THE STATEWIDE COORDINATE SYSTEM, THE NORTH AMERICAN DATUM OF 1983 (NAD 83). 5. ANGLES ARE SHOWN TO THE NEAREST SECOND. ANGLES ARE SHOWN TO THE NEAREST SECOND. 6. ALL FOOTINGS SHALL BE APPROVED BY THE ENGINEER AS TO DIMENSIONS, ELEVATIONS, AND SUITABILITY OF ALL FOOTINGS SHALL BE APPROVED BY THE ENGINEER AS TO DIMENSIONS, ELEVATIONS, AND SUITABILITY OF FOUNDATION MATERIAL BEFORE THE PLACING OF CONCRETE. 7. ALL WORKING POINTS ARE SHOWN AT THE CENTERLINES OF BEARINGS OF ABUTMENTS AND AT THE ALL WORKING POINTS ARE SHOWN AT THE CENTERLINES OF BEARINGS OF ABUTMENTS AND AT THE CENTERLINES OF PIERS, UNLESS OTHERWISE NOTED. 8. ALL ABUTMENTS AND WALLS ARE DRAWN LOOKING AT THE EXPOSED FACES. ALL ABUTMENTS AND WALLS ARE DRAWN LOOKING AT THE EXPOSED FACES. 9. IF THIS PROJECT IS ON A HURRICANE EVACUATION AND DIVERSIONARY ROUTE AS DESIGNATED ON THE COVER IF THIS PROJECT IS ON A HURRICANE EVACUATION AND DIVERSIONARY ROUTE AS DESIGNATED ON THE COVER SHEET, THE CONTRACTOR IS ADVISED THAT, UPON 12 (TWELVE) HOURS NOTICE, THE ROADWAY SHALL BE OPEN TO EVACUEES AND EMERGENCY PERSONNEL. ANY EXTRA WORK NECESSARY TO COMPLY WITH THIS REQUIREMENT WILL BE REIMBURSED UNDER FORCE ACCOUNT PROCEDURES. 10. THE EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WERE LOCATED USING THE BEST THE EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WERE LOCATED USING THE BEST AVAILABLE INFORMATION. NO BUILDING SERVICE CONNECTIONS (ELECTRIC, TELEPHONE, GAS, WATER, SANITARY AND OTHERS) ARE SHOWN. THE CONTRACTOR IS TO ASSUME THAT SERVICES TO ALL BUILDINGS ARE PRESENT. 11. BOTH FEDERAL AND STATE LAW (RI. GENERAL LAW 39-1.2) REQUIRE NOTIFICATION OF APPROPRIATE UTILITY 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 DIG SAFE” PROGRAM) TO ENSURE THAT ALL UTILITIES, BOTH PROGRAM) TO ENSURE THAT ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, HAVE BEEN MARKED BEFORE COMMENCEMENT OF SUCH WORK. THE CONTRACTOR SHOULD UNDERSTAND THAT NOT ALL UTILITIES SUBSCRIBE TO THE “DIG SAFE” PROGRAM. ANY DIG SAFE” PROGRAM. ANY 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.
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1. DESIGN SPECIFICATIONS DESIGN SPECIFICATIONS THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8th EDITION, NOVEMBER 2017, INCLUDING ALL INTERIM REVISIONS TO DATE. THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL 2007 EDITION INCLUDING ALL REVISIONS TO DATE. ALL OTHER APPLICABLE DESIGN SPECIFICATIONS ARE REFERENCED IN SECTION 1 OF THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL DATED 2007. THE 2018 REVISION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI STANDARD SPECIFICATIONS). IN CASE OF CONFLICT, THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL SHALL GOVERN. 2. LOAD MODIFIERS LOAD MODIFIERS THE LOAD MODIFIERS FOR THIS PROJECT ARE AS FOLLOWS: THE LOAD MODIFIER FOR DUCTILITY SHALL BE TAKEN AS 1.0 FOR ALL LIMIT STATES. THE LOAD MODIFIER FOR REDUNDANCY SHALL BE TAKEN AS 1.00. THE LOAD MODIFIER FOR OPERATIONAL IMPORTANCE SHALL BE TAKEN AS 1.05. 3. LOAD FACTORS LOAD FACTORS ALL LOAD FACTORS SHALL BE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, EXCEPT AS MODIFIED IN THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL (SPECIFIED BELOW). THE LOAD FACTOR FOR TEMPERATURE GRADIENT SHALL BE TAKEN AS ZERO FOR EACH LIMIT STATE. THE LOAD FACTOR FOR LIVE LOAD FOR THE EXTREME EVENT I SHALL BE TAKEN AS ZERO. THE LOAD FACTOR FOR DEAD LOAD FOR THE EXTREME EVENT I AND EXTREME EVENT II SHALL BE TAKEN AS 1.0 THE LOAD FACTOR FOR SETTLEMENT FOR ALL LIMIT STATES SHALL BE TAKEN AS 1.0 4. LIVE LOADS LIVE LOADS THE DESIGN VEHICULAR LIVE LOAD SHALL BE THE HL-93 DESIGNATION ADJUSTED FOR DYNAMIC LOAD ALLOWANCE AND MULTIPLE PRESENCE FACTOR. THE DESIGN PEDESTRIAN LIVE LOAD SHALL BE 75 PSF. 5. WIND LOADING DESIGN DATA WIND LOADING DESIGN DATA THE WIND LOADING DESIGN SHALL BE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL, AND AS MODIFIED HEREIN. EXCEPT DURING CONSTRUCTION, THE DESIGN WIND PRESSURE IS BASED ON A DESIGN WIND SPEED OF 110 MPH. THE DESIGN WIND PRESSURES DURING CONSTRUCTION SHALL BE AS SPECIFIED UNDER THE NOTES TITLED GENERAL NOTES REGARDING TEMPORARY CONSTRUCTION CONDITIONS”. . 6. TRAFFIC DATA TAKEN AT OAKLAWN AVE./LAMBERT LIND HIGHWAY/GREENWICH AVE.TRAFFIC DATA TAKEN AT OAKLAWN AVE./LAMBERT LIND HIGHWAY/GREENWICH AVE.
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7. THERMAL DESIGN FORCE DATA THERMAL DESIGN FORCE DATA UNIFORM TEMPERATURE EFFECTS HAVE BEEN TAKEN INTO CONSIDERATION IN ACCORDANCE WITH THE PROCEDURE B OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. THE MINIMUM DESIGN TEMPERATURE SHALL BE -10 DEGREES F, AND THE MAXIMUM TEMPERATURE SHALL BE +105 DEGREES F. 8. SEISMIC DESIGN DATA SEISMIC DESIGN DATA THE SEISMIC ANALYSIS AND DESIGN SHALL BE IN ACCORDANCE WITH THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL AND AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN. THE COMBINATION OF SEISMIC FORCE EFFECTS IS IN ACCORDANCE WITH THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL. THIS BRIDGE HAS BEEN CLASSIFIED AS CRITICAL. THE SITE HAS BEEN CLASSIFIED AS SITE CLASS D.
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RT. 5 AT BRIDGE 185
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AADT (2019)
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21,000
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AADT (2040)
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K
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D
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T (PEAK HOUR)
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DHV
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DESIGN SPEED
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23,500
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8.5%
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40 MPH
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55% (SB) - 45% (NB)
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2%
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2,100
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GENERAL NOTES
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DESIGN DATA
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DESIGN DATA (CONT'D)
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_002_GENOTE001
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2
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
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DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
GENERAL NOTES (2 OF 4)
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MATERIALS:
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1. CLASSES OF CONCRETE SHALL BE HIGH PERFORMANCE CLASS HP, CLASS UHPC, AND CLASS XX AS DESCRIBED CLASSES OF CONCRETE SHALL BE HIGH PERFORMANCE CLASS HP, CLASS UHPC, AND CLASS XX AS DESCRIBED IN THE RI STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. REFER TO THE MATERIAL” NOTES FOR CLASSES OF CONCRETE SPECIFIED FOR VARIOUS COMPONENTS. NOTES FOR CLASSES OF CONCRETE SPECIFIED FOR VARIOUS COMPONENTS. 2. THE CONTRACTOR MAY, AT THE APPROVAL OF THE ENGINEER, PROPOSE THE USE OF SELF-CONSOLIDATING THE CONTRACTOR MAY, AT THE APPROVAL OF THE ENGINEER, PROPOSE THE USE OF SELF-CONSOLIDATING CONCRETE FOR CLASS HP OR XX ON THIS PROJECT. SECTION 606 “SELF CONSOLIDATING CONCRETE (SCC)”, SELF CONSOLIDATING CONCRETE (SCC)”, , CONTAINS THE REQUIREMENTS FOR MODIFYING ALL CLASSES OF CONCRETE MIX DESIGN FOR SELF-CONSOLIDATING APPLICATIONS. 3. ALL PORTLAND CEMENT CONCRETE SHALL BE AIR-ENTRAINED. ALL PORTLAND CEMENT CONCRETE SHALL BE AIR-ENTRAINED. 4. ALL REINFORCING STEEL SHALL BE GALVANIZED. ALL WIRE TIES AND MISCELLANEOUS HARDWARE USED FOR ALL REINFORCING STEEL SHALL BE GALVANIZED. ALL WIRE TIES AND MISCELLANEOUS HARDWARE USED FOR PLACEMENT OF GALVANIZED REINFORCING SHALL ALSO BE GALVANIZED. GALVANIZED COATING FOR REINFORCING STEEL SHALL CONFORM TO ASTM A767 CLASS 1. 5. ALL CRITICAL LAP SPLICES SHALL BE AS SHOWN ON THE PLANS. ALL SPLICES NOT SHOWN ON THE PLANS ALL CRITICAL LAP SPLICES SHALL BE AS SHOWN ON THE PLANS. ALL SPLICES NOT SHOWN ON THE PLANS SHALL BE LAPPED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR CLASS B LAP SPLICES.
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6. THE TOP BARS IN THE DECK SLABS SHALL BE SPLICED AT THE CENTER OF SPANS BETWEEN GIRDERS. THE THE TOP BARS IN THE DECK SLABS SHALL BE SPLICED AT THE CENTER OF SPANS BETWEEN GIRDERS. THE BOTTOM BARS SHALL BE SPLICED OVER THE GIRDERS. 7. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL MAIN REINFORCING BARS SHALL HAVE THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE PLANS, ALL MAIN REINFORCING BARS SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST OR PERMANENTLY 3” 3” EXPOSED TO EARTH (ABUTMENT AND WALL FACES, BACKWALLS) DECK SLABS (WITH WEARING SURFACE) TOP 2” (+1/4”, -0”) TOP 2” (+1/4”, -0”) 2” (+1/4”, -0”) (+1/4”, -0”) , -0”) ) BOTTOM 1” (+1/8”, -0”) BOTTOM 1” (+1/8”, -0”) BOTTOM 1” (+1/8”, -0”) 1” (+1/8”, -0”) (+1/8”, -0”) , -0”) ) ALL OTHER BARS 2” 2” COVER TO TIES AND STIRRUPS MAY BE 0.5 INCH LESS THAN THE ABOVE VALUES SPECIFIED FOR MAIN REINFORCING, BUT IN NO CASE LESS THAN 1.5 INCHES. 8. ALL ANCHOR BOLTS SHALL BE ASTM DESIGNATION A 307 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ALL ANCHOR BOLTS SHALL BE ASTM DESIGNATION A 307 AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO DESIGNATION M 232 OR METALIZED IN ACCORDANCE WITH SECTION M.05. SWEDGED RODS SHALL BE AASHTO DESIGNATION M 270 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO DESIGNATION M 232. 9. ALL ANCHOR BOLTS SHALL BE SET PRIOR TO PLACEMENT OF CONCRETE UNLESS OTHERWISE AUTHORIZED BY ALL ANCHOR BOLTS SHALL BE SET PRIOR TO PLACEMENT OF CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. 10. HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON PLANS WILL NOT BE PERMITTED WITHOUT A HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON PLANS WILL NOT BE PERMITTED WITHOUT A WRITTEN REQUEST BY THE CONTRACTOR AND PRIOR AUTHORIZATION BY THE ENGINEER. 11. UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CONCRETE SURFACES VISIBLE IN ELEVATION TO ONE UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CONCRETE SURFACES VISIBLE IN ELEVATION TO ONE FOOT BELOW FINAL GROUND LINE (AND THE UNDERSIDE OF ALL CONCRETE DECK SLABS OUTSIDE OF THE FASCIA BEAMS), SHALL RECEIVE A CONCRETE SURFACE RUBBED FINISH IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS. 12. THE ENTIRE TOPSIDE SURFACES OF ABUTMENT AND PIER CAP BEAM SEATS, AS WELL AS VERTICAL FACES OF THE ENTIRE TOPSIDE SURFACES OF ABUTMENT AND PIER CAP BEAM SEATS, AS WELL AS VERTICAL FACES OF BACKWALLS, SHALL BE PROVIDED WITH A FILM-FORMING SEALER (M12.03.1) CONCRETE SURFACE TREATMENT-PROTECTIVE COATING IN ACCORDANCE WITH SECTION 820 OF THE RI STANDARD SPECIFICATIONS. 13. ALL EXPOSED EDGES AND REENTRANT CORNERS NOT OTHERWISE DETAILED ON THE PLANS SHALL HAVE A ALL EXPOSED EDGES AND REENTRANT CORNERS NOT OTHERWISE DETAILED ON THE PLANS SHALL HAVE A MINIMUM ¾” CHAMFER. CHAMFER. 14. ALL JOINT SEALANT SHALL BE POLYURETHANE, POLYURETHANE ELASTOMERIC, OR SILICONE SEALANT AS ALL JOINT SEALANT SHALL BE POLYURETHANE, POLYURETHANE ELASTOMERIC, OR SILICONE SEALANT AS DESIGNATED ON THE PLANS. THE COLOR OF THE JOINT SEALANT, WHERE EXPOSED, SHALL BE NEUTRAL (LIGHT GRAY OR TAN). THE COLOR OF THE SEALANT, WHERE NOT EXPOSED, WILL BE AT THE DISCRETION OF THE CONTRACTOR. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING CONCRETE STAINS OR DISCOLORATIONS DURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING CONCRETE STAINS OR DISCOLORATIONS DURING CONSTRUCTION UNTIL SUCH TIME WHEN THE SURFACES ARE APPROVED AND ACCEPTED. ANY CONCRETE STAINS OR DISCOLORATIONS OCCURRING PRIOR TO ACCEPTANCE OF THE SURFACES SHALL BE REMOVED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. 16. UNLESS OTHERWISE NOTED ON THE PLANS, JOINT FILLER IS TO BE A PREFORMED, NON-EXPANSIVE, UNLESS OTHERWISE NOTED ON THE PLANS, JOINT FILLER IS TO BE A PREFORMED, NON-EXPANSIVE, NON-EXTRUDING TYPE IN ACCORDANCE WITH SECTION M.02.11.1 OF THE RI STANDARD SPECIFICATIONS. 17. PLACEMENT, FINISHING AND CURING OF BRIDGE DECK CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 814 PLACEMENT, FINISHING AND CURING OF BRIDGE DECK CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 814 OF THE RI STANDARD SPECIFICATIONS AND IN ACCORDANCE WITH THE SEQUENCE AND DIRECTION OF POURS AS SHOWN ON THE PLANS. SUPPORT RAILS FOR THE FINISHING MACHINE(S) SHALL BE LOCATED BEYOND THE CURB LINE SUCH THAT THE ENTIRE BRIDGE DECK SHALL RECEIVE A MACHINE FINISH. THE CONTRACTOR SHALL INCLUDE THE LOADING OF THE FINISHING MACHINE(S) AND THE SUPPORT RAIL SYSTEM IN THE DESIGN OF THE CANTILEVER DECK SUPPORT SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND DESIGN OF THIS SUPPORT SYSTEM WHICH MAY REQUIRE THE ADDITION OF TEMPORARY DIAPHRAGMS OR BRACES TO PREVENT FASCIA STRINGER ROTATION. 18. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL DECK FORMS SHALL BE OF THE REMOVABLE TYPE THAT UNLESS OTHERWISE INDICATED ON THE PLANS, ALL DECK FORMS SHALL BE OF THE REMOVABLE TYPE THAT WILL PRODUCE THE DIMENSIONS SHOWN ON THE PLANS. 19. EMBEDMENT LENGTHS FOR DRILLED AND GROUTED DOWELS SHALL BE IN ACCORDANCE WITH SECTION 819 OF EMBEDMENT LENGTHS FOR DRILLED AND GROUTED DOWELS SHALL BE IN ACCORDANCE WITH SECTION 819 OF THE RI STANDARD SPECIFICATIONS.
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20. IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS, ALL METAL TIES, NON-METALLIC TIES OR ANCHORAGES IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS, ALL METAL TIES, NON-METALLIC TIES OR ANCHORAGES WHICH ARE REQUIRED FOR CONCRETE FORMWORK SHALL BE SO CONSTRUCTED THAT THEY CAN BE REMOVED TO AT LEAST ONE INCH BELOW THE EXPOSED SURFACE OF THE CONCRETE WITHOUT CAUSING DAMAGE TO THE CONCRETE SURFACE. SNAP TIES MAY BE USED ONLY IF APPROVED BY THE ENGINEER. IF THE CONTRACTOR PROPOSES TO USE THEM, A CATALOG CUT AND OTHER NECESSARY INFORMATION MUST BE SUBMITTED TO THE ENGINEER TO DEMONSTRATE THAT THE TIES WILL SNAP-OFF FAR ENOUGH INTO THE CONCRETE TO ALLOW FOR PROPER PATCHING. SNAP TIES MUST PROVIDE ADEQUATE STRENGTH TO SUPPORT THE FORMS. ALL CAVITIES SHALL BE FILLED WITH AN APPROVED CEMENT MORTAR MEETING THE REQUIREMENTS OF ASTM C 928. 21. WATER STOPS ARE REQUIRED FOR HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN ABUTMENTS AND WALLS WATER STOPS ARE REQUIRED FOR HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN ABUTMENTS AND WALLS WHEN EXPOSED TO BACKFILL EARTH MATERIAL. WATER STOPS SHALL BE INSTALLED AT THE LOCATIONS DETAILED ON THE PLANS, AT THE LOCATIONS AS SPECIFIED ABOVE AND AT ALL LOCATIONS AS DIRECTED BY THE ENGINEER, ALL IN ACCORDANCE WITH SECTION 812 OF THE RI STANDARD SPECIFICATIONS.
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STRUCTURAL STEEL: AASHTO DESIGNATION M 270, GRADE 50, METALIZED AND PAINTED REINFORCING STEEL: AASHTO DESIGNATION M 31, GRADE 60 CONCRETE STRENGTHS: CLASS HP 3/4" f'c=5,000 PSI * ABUTMENT BEAM SEAT, PIER BEAM SEAT, BACKWALLS, BRIDGE DECK, SIDEWALK, END POST & FOUNDATION, KEEPER BLOCKS, WINGWALL CAP, CLOSURE POURS CLASS XX 3/4” f'c=4,000 PSI f'c=4,000 PSI * APPROACH SLABS CLASS HP 3/8” f'c=5,000 PSI f'c=5,000 PSI * WINGWALL FORM AND POUR REPAIRS, ABUTMENT & PIER RE-FACING. WINGWALL FORM AND POUR REPAIRS, ABUTMENT & PIER RE-FACING. CLASS UHPC f'c = 21,000 PSI (SEE SPECIAL PROVISIONS) * LINK SLAB
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CONCRETE NOTES:
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CONCRETE NOTES (CONT'D):
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CONCRETE NOTES (CONT'D):
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_003_GENOTE002
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3
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
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DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
GENERAL NOTES (3 OF 4)
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1. FRAMING DIMENSIONS ARE GIVEN ALONG CENTERLINES OF GIRDERS AND ALONG CENTERLINES OF BEARINGS ON FRAMING DIMENSIONS ARE GIVEN ALONG CENTERLINES OF GIRDERS AND ALONG CENTERLINES OF BEARINGS ON ABUTMENTS AND PIERS. THE FABRICATOR IS RESPONSIBLE FOR INCORPORATING THE CAMBER, CROSS SLOPE, AND OTHER EFFECTS THAT MAY IMPACT THE OVERALL GIRDER LENGTHS, DIMENSIONS AND/OR THE DETAILING. 2. THE SHOPS FABRICATING THE STRUCTURAL STEEL (EXCEPT FOR RAILINGS AND BEARINGS), MUST BE CERTIFIED THE SHOPS FABRICATING THE STRUCTURAL STEEL (EXCEPT FOR RAILINGS AND BEARINGS), MUST BE CERTIFIED FOR “MAJOR STEEL BRIDGES (CBR)” IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM OR MAJOR STEEL BRIDGES (CBR)” IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM OR IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM OR EQUIVALENT. SHOPS FABRICATING THE RAILINGS AND BEARINGS SHALL, AT A MINIMUM, BE CERTIFIED FOR "SIMPLE STEEL BRIDGE STRUCTURES (SBR)". THE SHOPS SHALL ALSO BE CERTIFIED UNDER THE AISC “SOPHISTICATED PAINT ENDORSEMENT (SPE)” QUALITY SOPHISTICATED PAINT ENDORSEMENT (SPE)” QUALITY QUALITY PROGRAM OR THE SSPC-QP3 PAINT CERTIFICATION PROGRAM. THE FABRICATOR MUST SUBMIT PROOF OF CURRENT CERTIFICATION AS SPECIFIED. 3. THE STEEL ERECTOR/CONTRACTOR FOR THIS PROJECT SHALL BE CERTIFIED FOR “ADVANCED CERTIFIED STEEL THE STEEL ERECTOR/CONTRACTOR FOR THIS PROJECT SHALL BE CERTIFIED FOR “ADVANCED CERTIFIED STEEL ADVANCED CERTIFIED STEEL ERECTOR (ASCE)” IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM. THE IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM. THE ERECTOR/CONTRACTOR OF THE STRUCTURAL STEEL SHALL BE REQUIRED TO SUBMIT PROOF OF CURRENT CERTIFICATION AS SPECIFIED. 4. SHOP DRAWINGS FOR ALL FABRICATED STEEL INCLUDING BEARINGS, RAILINGS AND FALSEWORK SHALL BE SHOP DRAWINGS FOR ALL FABRICATED STEEL INCLUDING BEARINGS, RAILINGS 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 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 STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE LATEST PROVISIONS OF AASHTO DESIGNATION M 270 GRADE 36 AND GRADE 50 AS DESIGNATED ON THE PLANS. 7. ALL AASHTO M 270 STRUCTURAL STEEL USED IN GIRDERS (INCLUDING CONNECTION PLATES AND STIFFENERS), 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 6.6.2-2 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR “NONFRACTURE-CRITICAL” NONFRACTURE-CRITICAL” COMPONENTS. THE ZONE 2 FRACTURE TOUGHNESS REQUIREMENTS ARE AS FOLLOWS: NONFRACTURE-CRITICAL GRADE 50 15 FT-LBS @ 40°F (UP TO AND INCLUDING 2 INCHES THICK) 15 FT-LBS @ 40°F (UP TO AND INCLUDING 2 INCHES THICK) 15 FT-LBS @ 40°F (UP TO AND INCLUDING 2 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 RAILINGS SUPPORT OF EXCAVATION COMPONENTS 8. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST BRIDGE WELDING CODE AASHTO/AWS D1.5 (INCLUDING 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 AASHTO DESIGNATION M164, AND THEY SHALL BE INSTALLED ALL HIGH STRENGTH BOLTS SHALL CONFORM TO AASHTO DESIGNATION M164, AND THEY SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 824 OF THE RI STANDARD SPECIFICATIONS. 10. WASHERS MEETING AASHTO DESIGNATION M 293 ARE TO BE USED OVER ALL HOLES THAT ARE MORE THAN WASHERS MEETING AASHTO DESIGNATION M 293 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. IN DIAMETER GREATER THAN THE BOLT DIAMETER AND UNDER ALL PARTS TURNED DURING ASSEMBLY.
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11. WELDING ELECTRODES SHALL HAVE THE SAME CORROSION RESISTANCE AS THE BASE METAL AND SHALL BE WELDING ELECTRODES SHALL HAVE THE SAME CORROSION RESISTANCE AS THE BASE METAL AND SHALL BE FREE OF MOISTURE AT THE TIME OF USE. 12. STRUCTURAL STEEL SHALL BE PREPARED, AND PAINTED IN ACCORDANCE WITH THE RI STANDARD STRUCTURAL STEEL SHALL BE PREPARED, AND PAINTED IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS. 13. UNLESS OTHERWISE SPECIFIED, THE UPPER SURFACES OF GIRDER TOP FLANGES SHALL BE FREE OF PAINT, OIL UNLESS OTHERWISE SPECIFIED, THE UPPER SURFACES OF GIRDER TOP FLANGES SHALL BE FREE OF PAINT, OIL OR OTHER IMPURITIES THAT WOULD IN ANY WAY REDUCE THE BOND OF CONCRETE TO STEEL. 14. PRIOR TO FABRICATION, ALL MATERIALS SHALL FIRST BE SOLVENT CLEANED TO SSPC-SP1 TO REMOVE ALL OIL, PRIOR TO FABRICATION, ALL MATERIALS SHALL FIRST BE SOLVENT CLEANED TO SSPC-SP1 TO REMOVE ALL OIL, GREASE AND DIRT; FOLLOWED BY BLAST-CLEANING TO SSPC-SP10 TO REMOVE ALL MILL SCALE, RUST, AND OTHER DELETERIOUS MATERIALS FROM THE SURFACES OF THE STEEL TO BE FABRICATED. 15. PRIOR TO SHOP COATING AS SPECIFIED IN SECTION 825 OF THE RI STANDARD SPECIFICATIONS, ALL CORNERS PRIOR TO SHOP COATING AS SPECIFIED IN SECTION 825 OF THE RI STANDARD SPECIFICATIONS, ALL CORNERS AND EDGES OF STEEL WHICH HAVE BEEN FLAME CUT OR OTHERWISE HARDENED SHALL BE SOFTENED BY GRINDING OR BLAST-CLEANING TO PROVIDE A SURFACE SUITABLE FOR APPLICATION OF THE SPECIFIED PAINT SYSTEM. UPON COMPLETION OF ALL FABRICATION AND PRIOR TO THE APPLICATION OF THE SHOP PRIMER COAT THE STRUCTURAL STEEL SHALL BE RESTORED TO AN SSPC-SP10 CONDITION. 16. WELDING OF ATTACHMENTS TO GIRDER FLANGES OR WEBS FOR CONSTRUCTION PURPOSES IS NOT PERMITTED WELDING OF ATTACHMENTS TO GIRDER FLANGES OR WEBS FOR CONSTRUCTION PURPOSES IS NOT PERMITTED EXCEPT WHEN APPROVED BY THE ENGINEER. 17. THE ENDS OF ALL GIRDERS SHALL BE VERTICAL AFTER ALL DEAD LOADS HAVE BEEN PLACED. THE ENDS OF ALL GIRDERS SHALL BE VERTICAL AFTER ALL DEAD LOADS HAVE BEEN PLACED. 18. INTERMEDIATE STIFFENERS SHALL BE PLACED ON THE INTERIOR SIDE OF THE FASCIA PLATE GIRDER WEBS AND INTERMEDIATE STIFFENERS SHALL BE PLACED ON THE INTERIOR SIDE OF THE FASCIA PLATE GIRDER WEBS AND ON BOTH SIDES OF ALL INTERIOR PLATE GIRDER WEBS. 19. BEARING STIFFENERS SHALL BE FABRICATED AS SHOWN ON THE PLANS AND SHALL BE PLACED ON BOTH SIDES BEARING STIFFENERS SHALL BE FABRICATED AS SHOWN ON THE PLANS AND SHALL BE PLACED ON BOTH SIDES OF ALL GIRDER WEBS. 20. INTERMEDIATE STIFFENERS AND CONNECTION PLATES SHALL BE SET PERPENDICULAR TO THE FLANGES OF THE INTERMEDIATE STIFFENERS AND CONNECTION PLATES SHALL BE SET PERPENDICULAR TO THE FLANGES OF THE GIRDERS. 21. END BEARING STIFFENERS AT GIRDER ENDS SHALL BE PLUMB AFTER DEAD LOADS ARE APPLIED. END BEARING STIFFENERS AT GIRDER ENDS SHALL BE PLUMB AFTER DEAD LOADS ARE APPLIED. 22. BOLTED CONNECTIONS SHALL BE DESIGNED AS SLIP-CRITICAL CONNECTIONS. THE FAYING SURFACES SHALL BOLTED CONNECTIONS SHALL BE DESIGNED AS SLIP-CRITICAL CONNECTIONS. THE FAYING SURFACES SHALL SATISFY CLASS B SURFACE CONDITION AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. 23. THE GIRDERS SHALL BE CAMBERED TO THE AMOUNTS SHOWN ON THE PLANS, THE FABRICATOR'S SHOP THE GIRDERS SHALL BE CAMBERED TO THE AMOUNTS SHOWN ON THE PLANS, THE FABRICATOR'S SHOP DRAWINGS SHALL INCLUDE, IN ADDITION TO ANY CUTTING OR CAMBER DIAGRAMS NECESSARY FOR THEIR PURPOSES, A SHOP ASSEMBLY DIAGRAM WHICH PROVIDES CAMBER OFFSETS CALCULATED BY THE FABRICATOR AT THE REFERENCE POINTS PROVIDED BY THE ENGINEER (USUALLY TENTH POINTS OF THE SPANS), THE INFORMATION PROVIDED SHALL BE SUFFICIENT ENOUGH FOR THE ENGINEER TO EVALUATE WHETHER THE CAMBER HAS BEEN CORRECTLY INTERPRETED. 24. ALL FILLET WELDS SHALL BE IN ACCORDANCE WITH THE BRIDGE WELDING CODE AASHTO/AWS D1.5 TABLE 2.1 ALL FILLET WELDS SHALL BE IN ACCORDANCE WITH THE BRIDGE WELDING CODE AASHTO/AWS D1.5 TABLE 2.1 (¼” MINIMUM). MINIMUM). 25. ALL SHEAR STUD CONNECTORS SHALL BE WELDED BY THE AUTOMATIC TIMED ELECTRIC ARC PROCESS. SHEAR ALL SHEAR STUD CONNECTORS SHALL BE WELDED BY THE AUTOMATIC TIMED ELECTRIC ARC PROCESS. SHEAR STUDS SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH SECTION 824 OF THE RI STANDARD SPECIFICATIONS. 26. WHEN STEEL DIE STAMPS ARE USED TO IDENTIFY PIECES AND MEMBERS, FABRICATORS SHALL UTILIZE LOW WHEN STEEL DIE STAMPS ARE USED TO IDENTIFY PIECES AND MEMBERS, FABRICATORS SHALL UTILIZE LOW STRESS STAMPS. 27. FOR SIZE AND LOCATION OF ANCHOR BOLTS, SEE PIER, ABUTMENT AND BEARING DRAWINGS. FOR SIZE AND LOCATION OF ANCHOR BOLTS, SEE PIER, ABUTMENT AND BEARING DRAWINGS. 28. STRUCTURAL STEEL PAINT COLOR SHALL BE FEDERAL STANDARD 25183. STRUCTURAL STEEL PAINT COLOR SHALL BE FEDERAL STANDARD 25183. 29. ALL STEEL SHALL BE METALIZED AND PAINTED EXCEPT THE BEARING ASSEMBLY. SEE BEARING SHEETS 30 AND ALL STEEL SHALL BE METALIZED AND PAINTED EXCEPT THE BEARING ASSEMBLY. SEE BEARING SHEETS 30 AND 30 AND AND 31 FOR METALIZING AND GALVANIZING REQUIREMENTS. FOR METALIZING AND GALVANIZING REQUIREMENTS.
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STRUCTURAL STEEL NOTES
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STRUCTURAL STEEL NOTES (CONT'D)
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BY
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REVISIONS
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CHECKED BY
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_004_GENOTE003
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4
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AS SHOWN
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CJ
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2/18/2020
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DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
GENERAL NOTES (4 OF 4)
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1. DESIGN WIND PRESSURES FOR CONSTRUCTION: DESIGN WIND PRESSURES FOR CONSTRUCTION: MINIMUM WIND PRESSURES TO BE USED BY THE CONTRACTOR FOR DESIGN DURING THE CONSTRUCTION CONTRACT (WITH THE EXCEPTION OF SIGNS) SHALL BE FROM THE FOLLOWING TABLE: TABLE NOTES: : A. APPLICATION OF THE TABULAR PRESSURE: APPLICATION OF THE TABULAR PRESSURE: BRIDGE COMPONENTS DURING CONSTRUCTION, PRIOR TO THE INSTALLATION OF THE PERMANENT BRACING SYSTEMS, NOT INCLUDING CRANE LIFTING. FALSE WORK, SHORING, AND SCAFFOLDING AS DEFINED IN FHWA “GUIDE DESIGN SPECIFICATION FOR GUIDE DESIGN SPECIFICATION FOR BRIDGE TEMPORARY WORKS”, EXCLUDING 3-DIMENSIONAL LATTICED OR TRUSSED FRAMES OR TOWERS; , EXCLUDING 3-DIMENSIONAL LATTICED OR TRUSSED FRAMES OR TOWERS; TEMPORARY SHIELDING. WIND PRESSURES FOR ALL OTHER STRUCTURES SHALL BE CALCULATED BASED ON ASCE “DESIGN LOADS ON DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION”, SEI/ASCE 37-02 (ALL REFERENCES TO THE ASCE 7 IN THE SEI/ASCE , SEI/ASCE 37-02 (ALL REFERENCES TO THE ASCE 7 IN THE SEI/ASCE 37-02 PUBLICATION, SHALL BE THE LATEST REVISION OF ASCE 7). THE EXPOSURE CATEGORY SHALL BE C. 2. ERECTION OF BRIDGE COMPONENTS: ERECTION OF BRIDGE COMPONENTS: FOR THE ERECTION OF STRUCTURES, THE FOLLOWING SHALL APPLY: THE CONTRACTOR SHALL SUBMIT AN ERECTION PLAN THAT PROVIDES COMPLETE DETAILS OF THE PROCESS INCLUDING, BUT NOT LIMITED TO, TEMPORARY SUPPORTS, SCHEDULING AND OPERATION SEQUENCING, CRANE PLACEMENT, AND ASSUMED LOADS AND CALCULATED STRESSES DURING VARYING STAGES OF LIFTING. THIS APPLIES TO STRUCTURES OF ANY KIND. THE CAPACITY OF THE CRANE AND ALL LIFTING AND CONNECTING DEVICES SHALL BE ADEQUATE FOR 125 PERCENT OF THE TOTAL PICK LOAD INCLUDING SPREADERS, RIGGING, HOOKS, AND ALL OTHER MATERIALS. THIS FACTOR OF SAFETY SHALL BE IN ADDITION TO ALL MANUFACTURERS' PUBLISHED FACTORS OF SAFETY. A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF RHODE ISLAND, WILL BE REQUIRED TO STAMP THE CONTRACTOR'S ERECTION PLAN. THE CONTRACTOR'S PROFESSIONAL ENGINEER WILL BE REQUIRED TO INSPECT AND PROVIDE WRITTEN APPROVAL OF INSTALLATION, PRIOR TO ALLOWING VEHICLES OR PEDESTRIANS ON OR BELOW THE STRUCTURE. THE PROFESSIONAL ENGINEER MUST ALSO STAMP ALL CHANGES TO THE CONTRACTOR'S ERECTION PLAN. ADDITIONALLY, ALL PROPOSED CHANGES MUST BE SUBMITTED TO RIDOT FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. A MANDATORY PRE-ERECTION CONFERENCE WILL BE HELD AT LEAST TWO WEEKS PRIOR TO THE START OF THE GIRDER INSTALLATION TO DISCUSS THE PLAN AND PROCEDURES, WORK SCHEDULES, CONTINGENCY PLANS, SAFETY REQUIREMENTS AND TRAFFIC CONTROL. THE CONTRACTOR'S PROFESSIONAL ENGINEER AND ERECTION SUBCONTRACTOR WILL BE REQUIRED TO ATTEND THIS MEETING, AS WILL THE RIDOT RESIDENT ENGINEER, THE DESIGN PROJECT ENGINEER AND THE DESIGN CONSULTANT. BASED UPON DISCUSSIONS AT THIS MEETING AND A REVIEW OF THE CONTRACTOR'S ERECTION PLAN, RIDOT MAY ORDER THE CONTRACTOR TO MODIFY AND RESUBMIT THE ERECTION PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. THE CONTRACTOR WILL BE REQUIRED TO PERFORM DAILY INSPECTIONS OF THE ERECTED GIRDERS UNTIL THE BRIDGE DECK IS COMPLETELY POURED. THE COST OF PREPARING AND STAMPING THE ERECTION PLAN, COMPUTATIONS, AND REPORTS, RESPONDING TO RIDOT'S COMMENTS AND MAKING THE NECESSARY REVISIONS, AND ATTENDANCE AT MEETINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE SUPERSTRUCTURE PAY ITEM, BE IT CONCRETE, STEEL OR TIMBER.
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UP TO 17'
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HEIGHT ABOVE GROUND
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WIND PRESSURE (PSF)
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OVER 17' AND UP TO 33'
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OVER 33' AND UP TO 50'
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OVER 50' AND UP TO 75'
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OVER 75' AND UP TO 100'
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33
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SEE GENERAL PROVISIONS - CONTRACT SPECIFIC OF THE CONTRACT DOCUMENTS
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GENERAL NOTES REGARDING TEMPORARY CONSTRUCTION CONDITIONS
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BRIDGE/STRUCTURAL SHOP DRAWING & SUBMITTAL
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APPROACH SLAB
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12"±
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CUT LINE
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[ABUTMENT PAY LIMITS]
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WINGWALL CUT LINE
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12"±
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APPROACH SIDEWALK
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[WINGWALL PAY LIMITS]
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LIMITS OF EXCAVATION, PERVIOUS FILL, AND CLSM
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NOT TO SCALE
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FEDERAL AID
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FISCAL
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YEAR
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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5
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AS SHOWN
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CJ
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DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
JOB SPECIFIC NOTES
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8. SAW CUT ALONG NEAT LINES AROUND REPAIR AREA PRIOR TO CONCRETE EXCAVATION. SAW CUT ALONG NEAT LINES AROUND REPAIR AREA PRIOR TO CONCRETE EXCAVATION. USE SAW CUT DEPTH OF " OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING 12" OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING STEEL. 9. REMOVE DETERIORATED AND DELAMINATED CONCRETE, UNDERCUT EXPOSED REINFORCING REMOVE DETERIORATED AND DELAMINATED CONCRETE, UNDERCUT EXPOSED REINFORCING STEEL TO PROVIDE 1" MINIMUM CLEARANCE AROUND BARS, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OR REPAIR MATERIAL. NOTE: IF REINFORCING BARS ARE NOT EXPOSED AFTER REMOVING DETERIORATED CONCRETE, REPAIR USING CEMENTITIOUS MORTAR. 10. IF REINFORCING STEEL IS EXPOSED THEN CLEAN BY MECHANICAL MEANS AND HIGH IF REINFORCING STEEL IS EXPOSED THEN CLEAN BY MECHANICAL MEANS AND HIGH PRESSURE WASHING WITH WATER THAT CONTAINS NO DETERGENTS OR BOND INHIBITING CHEMICALS WHERE ACTIVE CORROSION HAS OCCURRED THAT WOULD INHIBIT BONDING, ABRASIVE BLAST STEEL (SP5). 11. ALL EXISTING SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT MUST BE ALL EXISTING SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT MUST BE ROUGHENED TO A MINIMUM AMPLITUDE OF INCH. 14 INCH. 12. AFTER CONCRETE REMOVAL AND EDGE PREPARATIONS ARE COMPLETE, REMOVE BOND AFTER CONCRETE REMOVAL AND EDGE PREPARATIONS ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, GREASE, LOOSELY BONDED AGGREGATE) BY ABRASIVE BLASTING (SP5) OR HIGH PRESSURE WATER BLASTING WITH WATER THAT CONTAINS NO DETERGENTS OR BOND INHIBITING CHEMICALS. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE AND ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 13. WET CONCRETE REPAIR AREA SO THAT SUBSTRATE IS SATURATED SURFACE DRY WITH NO WET CONCRETE REPAIR AREA SO THAT SUBSTRATE IS SATURATED SURFACE DRY WITH NO STANDING WATER. 14. APPLY BONDING COMPOUND TO EXISTING CONCRETE AND REINFORCING STEEL PRIOR TO APPLY BONDING COMPOUND TO EXISTING CONCRETE AND REINFORCING STEEL PRIOR TO PLACEMENT OF CEMENT CONCRETE REPAIR MATERIAL. 15. PLACE APPROPRIATE REPAIR MATERIAL FOR SPECIFIC REPAIR TYPE. PLACEMENT AND PLACE APPROPRIATE REPAIR MATERIAL FOR SPECIFIC REPAIR TYPE. PLACEMENT AND SUBSEQUENT CURING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16. COST OF CONCRETE REMOVAL AND NEW CLASS HP " CONCRETE OR PATCHING MORTAR COST OF CONCRETE REMOVAL AND NEW CLASS HP " CONCRETE OR PATCHING MORTAR 38" CONCRETE OR PATCHING MORTAR FOR WINGWALL REPAIRS SHALL BE PAID UNDER ITEM 817.2112.
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WINGWALL REPAIR SURFACE PREPARATION NOTES:
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CATHODIC PROTECTION NOTES:
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15. A DISTRIBUTED GALVANIZED CORROSION PROTECTION SYSTEM SHALL BE INSTALLED ON A DISTRIBUTED GALVANIZED CORROSION PROTECTION SYSTEM SHALL BE INSTALLED ON ALL EXPOSED FACES OF THE ABUTMENTS AND PIER TO BE RE-FACED. 16. REMOVE ALL CONCRETE TO THE LIMITS SHOWN ON SHEET 20. REMOVE ALL CONCRETE TO THE LIMITS SHOWN ON SHEET 20. 20. . 17. CLEAN AND REPLACE DETERIORATED REINFORCING BARS AS INDICATED ON SHEET 20 CLEAN AND REPLACE DETERIORATED REINFORCING BARS AS INDICATED ON SHEET 20 20 CONCRETE REPAIR DETAILS. 18. PERFORM AN ELECTRICAL CONTINUITY CHECK OF THE EXISTING REINFORCING STEEL IN PERFORM AN ELECTRICAL CONTINUITY CHECK OF THE EXISTING REINFORCING STEEL IN ACCORDANCE WITH THE JOB SPECIFIC SPECIFICATIONS AND THE DIRECTIONS OF THE ENGINEER. 19. INSTALL DISTRIBUTED GALVANIZED ANODES PER THE MANUFACTURER'S REQUIREMENTS. INSTALL DISTRIBUTED GALVANIZED ANODES PER THE MANUFACTURER'S REQUIREMENTS. ANODES SHALL FASTEN TO STEEL REINFORCING AT EVEN SPACING WITHIN THE EXPOSED AREA AND SECURED TO EXISTING STEEL REINFORCING WITH NYLON CABLE TIES AS REQUIRED. 20. POUR BACK NEW ABUTMENT AND PIER FACE AS PER CONTRACT DRAWINGS AND POUR BACK NEW ABUTMENT AND PIER FACE AS PER CONTRACT DRAWINGS AND SPECIFICATIONS. 21. CRACKS 0.05" WIDE OR GREATER SHALL BE PRESSURE INJECTED WITH EPOXY-RESIN CRACKS 0.05" WIDE OR GREATER SHALL BE PRESSURE INJECTED WITH EPOXY-RESIN BASE ADHESIVE ACCORDING TO SECTION 836 OF THE RHODE ISLAND STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 22. CRACKS THAT ARE LESS THAN 0.05" IN WIDTH SHALL NOT BE REPAIRED UNLESS CRACKS THAT ARE LESS THAN 0.05" IN WIDTH SHALL NOT BE REPAIRED UNLESS DIRECTED BY THE ENGINEER. 23. WHERE PATCHING AND EPOXY INJECTION WORK ARE ADJACENT, EPOXY INJECTION SHALL WHERE PATCHING AND EPOXY INJECTION WORK ARE ADJACENT, EPOXY INJECTION SHALL BE PERFORMED BEFORE PATCHING.
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CRACK REPAIR NOTES:
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1. CONCRETE REPAIRS SHALL BE IN ACCORDANCE WITH SECTION 817 OF THE RHODE CONCRETE REPAIRS SHALL BE IN ACCORDANCE WITH SECTION 817 OF THE RHODE ISLAND STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 2. APPROXIMATE LIMITS OF DETERIORATION FOR REPAIR ARE SHOWN IN THE PLANS. THE APPROXIMATE LIMITS OF DETERIORATION FOR REPAIR ARE SHOWN IN THE PLANS. THE CONTRACTOR SHALL VERIFY THE ACTUAL LIMITS OF DETERIORATION BY SOUNDING ALL EXPOSED CONCRETE SURFACES. LIMITS OF REPAIR, INCLUDING EXTENT, LOCATION AND REPAIR TYPE OF ALL CONCRETE AREAS ARE TO BE FIELD VERIFIED AND APPROVED BY THE ENGINEER AFTER THE CONTRACTOR HAS SOUNDED AND MARKED OUT ALL REPAIR AREAS. REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARE CORNERS. 3. FOR REPAIRS TO THE ABUTMENTS AND PIER, NEWLY PLACED CONCRETE SHALL MEET FOR REPAIRS TO THE ABUTMENTS AND PIER, NEWLY PLACED CONCRETE SHALL MEET AND MATCH THE EXISTING SURFACE. 4. AREAS TO BE REPAIRED SHALL BE REPAIRED USING THE FOLLOWING MATERIALS: AREAS TO BE REPAIRED SHALL BE REPAIRED USING THE FOLLOWING MATERIALS: 5. THE EXPOSED FACES OF THE EXISTING ABUTMENTS AND PIERS TO REMAIN SHALL HAVE THE EXPOSED FACES OF THE EXISTING ABUTMENTS AND PIERS TO REMAIN SHALL HAVE A GALVANIC ANODE SYSTEM INSTALLED, WHICH INHIBITS THE FUTURE CHLORIDE INDUCED DETERIORATION OF THE EMBEDDED STEEL REINFORCING BARS. 6. AFTER COMPLETION OF THE CONCRETE RESURFACING REPAIRS, CRACK INJECTIONS, AND AFTER COMPLETION OF THE CONCRETE RESURFACING REPAIRS, CRACK INJECTIONS, AND GALVANIC ANODE INSTALLATION, THE REMAINING EXPOSED FACES OF THE ABUTMENTS, PIERS AND WINGWALLS SHALL BE PROVIDED WITH A FILM-FORMING SEALER (M12.03.1) CONCRETE SURFACE TREATMENT-PROTECTIVE COATING IN ACCORDANCE WITH SECTION 820 OF THE RI STANDARD SPECIFICATIONS. 7. COST OF CONCRETE REMOVAL AND NEW CLASS HP " CONCRETE FOR ABUTMENT AND COST OF CONCRETE REMOVAL AND NEW CLASS HP " CONCRETE FOR ABUTMENT AND 38" CONCRETE FOR ABUTMENT AND PIER REFACING SHALL BE PAID UNDER ITEM 817.2142.
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CONCRETE REPAIR & RESURFACING NOTES:
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MORTAR - DEPTH OF REPAIR < " 12" PNEUMATTICALLY APPLIED MORTAR - DEPTH OF REPAIR > " BUT LESS THAN 1 " 12" BUT LESS THAN 1 " 12" CLASS HP 5000 PSI IN. CEMENT CONCRETE - DEPTH OF REPAIR > 1 "38 IN. CEMENT CONCRETE - DEPTH OF REPAIR > 1 "12"
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24. REMOVE ALL EXISTING CONCRETE w/ HAND CHIPPERS TO A DEPTH OF 5" MAX. REMOVE ALL EXISTING CONCRETE w/ HAND CHIPPERS TO A DEPTH OF 5" MAX. OR TO SOUND CONCRETE BEYOND AS DIRECTED BY ENGINEER IN FIELD. DEPTH OF REMOVAL EXCEEDING 5" SHALL ONLY OCCUR AT THE DIRECT APPROVAL OF THE ENGINEER. 25. CLEAN EXPOSED REINFORCING IN ACCORDANCE WITH SSPC-SP-6. CLEAN EXPOSED REINFORCING IN ACCORDANCE WITH SSPC-SP-6. 26. REPLACE REINFORCING BARS THAT HAVE LOST MORE THAN 25% OF THEIR ORIGINAL REPLACE REINFORCING BARS THAT HAVE LOST MORE THAN 25% OF THEIR ORIGINAL DIAMETER. 27. RE-FACED ABUTMENT AND PIER FACE SHALL MATCH EXISTING. NEW ABUTMENT AND RE-FACED ABUTMENT AND PIER FACE SHALL MATCH EXISTING. NEW ABUTMENT AND PIER SHALL SHALL NOT, UNDER ANY CIRCUMSTANCES, BE WIDER THAN EXISTING. 28. AFTER CONCRETE REMOVAL AND DETERIORATED REINFORCING IS REPLACED, BUT AFTER CONCRETE REMOVAL AND DETERIORATED REINFORCING IS REPLACED, BUT BEFORE NEW CONCRETE IS PLACED, STEEL REINFORCING SHALL BE FITTED WITH GALVANIC ENCAPSULATION SYSTEM, SEE SHEET 20 FOR DETAILS. 20 FOR DETAILS. FOR DETAILS. 29. APPLY EPOXY BONDING AGENT OR PRODUCE SATURATED SURFACE DRY CONDITION APPLY EPOXY BONDING AGENT OR PRODUCE SATURATED SURFACE DRY CONDITION TO EXISTING CONCRETE PRIOR TO POURING NEW CONCRETE. 30. ALL WORK ASSOCIATED WITH THIS REPAIR DETAIL SHALL BE PAID FOR UNDER ITEM ALL WORK ASSOCIATED WITH THIS REPAIR DETAIL SHALL BE PAID FOR UNDER ITEM 817.2142, EXCEPT DRILLING AND GROUT OF REINFORCING DOWEL.
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CONCRETE RE-FACING NOTES:
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_006_JOBSPECNOTE
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6
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
LIST OF ABBREVIATIONS
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%%uLIST OF ABBREVIATIONS
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%%USECTION & DETAIL DESIGNATIONS
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%%UA
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ABUTMENT
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ALTERNATE
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ANCHOR BOLT
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APPROVED
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APPROXIMATE
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AVERAGE
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%%UB
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BEAM
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BACK TO BACK
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BETWEEN
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BEARING
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BITUMINOUS
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BUILDING
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BUILDING LINE
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BOLT CIRCLE
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BOTTOM
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%%UC
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CENTER TO CENTER
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CENTERLINE
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CIRCLE
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CLEARANCE
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COLUMN
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CONCRETE
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CONDUIT
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CONNECTION
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CONSTRUCTION
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CONTRACTION
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COUNTERSINK
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COUPLING
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%%UD
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DETAIL
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DIAGONAL
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DIAPHRAGM
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DIAMETER
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DIMENSION
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DRAWING
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DRAIN
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%%UE
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EACH
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EACH FACE
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ELEVATION
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EXISTING
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EXPANSION
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%%UF
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FAR FACE
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FABRICATE
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FACE TO FACE
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FLANGE
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FLAT HEAD
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FOOTING
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FOUNDATION
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FURNISH, FABRICATE & ERECT
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%%UG
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GAGE
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GALVANIZE
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GRADE
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GRATING
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GROUND
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%%UH
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HEIGHT
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HEXAGON
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HORIZONTAL
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%%UI
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INCH
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INFORMATION
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INSIDE DIAMETER
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INVERT
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%%UJ
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JOINT
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%%UL
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LENGTH
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LIGHTING
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LONG
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%%UM
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MATERIAL
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MAXIMUM
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MEAN HIGH WATER
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MEAN SEA LEVEL
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MINIMUM
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MISCELLANEOUS
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%%UN
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NEAR FACE
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NEAR SIDE
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NOT TO SCALE
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NUMBER
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%%UO
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ON CENTER
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OPENING
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OUTSIDE DIAMETER
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OPTIONAL
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%%UP
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PLATE
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POINT OF VERTICAL CURVATURE
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POINT OF VERTICAL TANGENCY
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POLYVINYL CHLORIDE
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POINT OF TANGENCY
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%%UR
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RADIUS
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RAILROAD
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REQUIRED
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REINFORCING
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REHABILITATION
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REMOVE & DISPOSE
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%%US
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SECTION
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SCHEDULE
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SCHEMATIC
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SHEET
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SPACES
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STATION
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SYMMETRICAL
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%%UT
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TOP
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TYPICAL
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%%UV
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VARIES
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VERTICAL CURVE
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VERTICAL
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%%UW
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WELDED WIRE FABRIC
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WITH
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WIDE FLANGE
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WORKING POINT
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POUNDS PER SQUARE INCH
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FAR SIDE
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= F.S.
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= F.F. & E.
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= FDN.
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= FTG.
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= F.H.
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= FLG.
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= F TO F
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= FAB.
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= F.F.
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= EXP.
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= EXIST.
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= EL.
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= E.F.
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= EA.
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= DR.
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= DWG.
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= DIM.
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= DIA.
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= DIAPHM.
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= DIAG.
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= DET.
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= CPLG.
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= CSK.
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= CONTR.
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= CONST.
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= CONN.
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= COND.
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= CONC.
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= COL.
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= CL.
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= CIR.
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= C
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= C TO C
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= BOT.
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= B.C.
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= B.L.
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= BLDG.
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= BIT.
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= BRG.
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= BTWN
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= B TO B
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= BM.
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= AVG.
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= APPROX.
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= APPD.
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= A.B.
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= ALT.
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= ABUT.
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L
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= P.S.I.
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= P.T.
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= PVC
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= P.V.T.
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= P.V.C.
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= P
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= OPT.
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= O.D.
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= OPNG.
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= O.C.
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= NO.
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= N.T.S.
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= N.S.
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= N.F.
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= MISC.
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= MIN.
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= M.S.L.
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= M.H.W.
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= MAX.
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= MATL.
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= LG.
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= LTG.
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= LGTH.
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= JT.
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= INV.
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= I.D.
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= INFO.
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= IN.
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= HORIZ.
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= HEX.
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= HGT.
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= GND.
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= GRTG.
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= GR.
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= GALV.
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= GA.
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L
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= W.P.
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= W
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= W/
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= W.W.F.
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= VERT.
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= V.C.
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= VAR.
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= TYP.
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= T
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= SYM.
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= STA.
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= SP.
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= SH.
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= SCHEM.
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= SCH.
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= SECT.
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= R & D
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= REHAB.
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= REINF.
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= REQD.
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= RR
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= RAD.
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POUNDS PER SQUARE FOOT
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= P.S.F.
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CLASS I CONTROLLED LOW
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= CLSM
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STRENGTH MATERIAL
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LOAD & RESISTANCE
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FACTOR DESIGN
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= LRFD
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STAY IN PLACE
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= S.I.P.
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SECTION IS DRAWN
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SHEET ON WHICH
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ON SHEET
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SECTION NUMBER
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%%USECTION MARK
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%%UDETAIL MARK
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%%UDETAIL TITLE
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%%USECTION TITLE
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HOT MIX ASPHALT
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= HMA
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SCALE:
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SECTION
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XX
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1
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1
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XX
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XX
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A
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SECTION IS DRAWN
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SHEET ON WHICH
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ON SHEET
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DETAIL LETTER
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SECTION IS DRAWN
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SHEET ON WHICH
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ON SHEET
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SECTION NUMBER
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SCALE:
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DETAIL
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XX
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A
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SECTION IS DRAWN
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SHEET ON WHICH
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ON SHEET
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DETAIL LETTER
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_007_ABBRV
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7
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
VERIZON
VERIZON & COX
S
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
GENERAL PLAN & ELEVATION
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GRASS
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GRASS
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CONC. CURB
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GUARDRAIL
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GRASS
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WOOD FENCE
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BIT. WALK
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CONC. WALK
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BIT. WALK
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CONC. CURB
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GUARDRAIL
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BIT. WALK
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CONC. CURB
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GRAINTE CURB
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CONC. WALK
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BIT. WALK
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CONC. CURB
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GRANITE CURB
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CONC. CURB
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GRANITE CURB
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CONC. WALL
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CONC. WALL
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GRAINTE CURB
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100' WETLAND BUFFER
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#88-84
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#86
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HEADWALL
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24"RCP
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30"RCP
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CONC. HEADWALL
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15"C.I.
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15"C.I.
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inv.36.1
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41.56
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rim
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inv.35.6
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31.13
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thw
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inv.27.6
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43.98
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BM#18
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41.39
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rim
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41.75
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rim
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inv.35.1
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12"dr
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41.69
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rim
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41.58
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rim
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42.39
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rim
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inv.28.12
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30.44
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CB
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CB
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GG
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TMH
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#88-84
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#88
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#86
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S51°56'01"E
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54+00
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55+00
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PAWTUXET
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RIVER
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1+00
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GENERAL PLAN
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SCALE: " = 1'-0"332" = 1'-0"
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SPAN 1 BRG. STA. 54+26.00
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SPAN 2 BRG. STA. 54+27.25
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PIER
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TL-4 BRIDGE RAILING (TYP.)
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FACE OF GRANITE CURB (TYP.)
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E.O.P.
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C.I.P. END POST (TYP.)
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EXIST. END POST TO BE REMOVED (TYP.)
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NORTH ABUT. BRG.
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SOUTH ABUT. BRG.
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48'-0"
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48'-0"
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FACE OF EXIST. ABUT TO REMAIN (TYP.)
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EXIST. ABUT FOOTING TO REMAIN (TYP.)
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E.O.P.
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LIMIT OF NEW APPROACH SLAB (TYP.)
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ROUTE 5
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EXIST. APPROACH SLAB TO BE REMOVED (TYP.)
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EXIST. PIER FOOTING AND STEM TO REMAIN
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ROUTE 5 STA. 54+26.63 = PIER PAWTUXET RIVER
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R.O.W.
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STEEL COFFERDAM WRAPPED IN SEDIMENTATION FENCE
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TEMP. COFFERDAM WRAPPED IN SEDIMENTATION FENCE (TYP.)
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STEEL SHEETING FOR PHASE CONSTRUCTION (TYP.)
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EDGE OF RIVER (TYP.)
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EXIST. RETAINING WALL (TYP.)
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EXIST. GAS LINE TO BE RELOCATED
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EXIST. TELEPHONE TO BE RELOCATED TO OHW
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EXIST. OHW
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EXIST. DRAIN PIPE
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OHW TO BE RELOCATED DURING CONSTRUCTION (SEE SHEET 11)11))
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EXIST. SEWERS TO BE RELOCATED
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RELOCATED GAS
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RELOCATED SEWER LINES
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R.O.W.
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U.P. #88 TO REMAIN
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PHASE CONSTRUCTION LINE
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32'-8 "14"
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32'-8 "14"
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31'-3 "34"
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31'-3 "34"
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EXIST. WINGWALL TO REMAIN (TYP.)
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ROUTE 5 NORTHBOUND
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ROUTE 5 SOUTHBOUND
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EXIST. SUPERSTRUCTURE TO BE REMOVED (TYP.)
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REMOVABLE PANEL (TYP.)
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FUTURE VERIZON TELECOMMUNICATION
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SIDEWALK CONTRACTION JOINT SPACING
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RELOCATED NATIONAL GRID ELECTRIC
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PROP U.P. TO CARRY VERIZON AND COX AFTER RELOCATION
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EXIST. U.P. TO CARRY ELECTRIC, VERIZON, AND COX PRIOR TO RELOCATION
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8'-0"
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8'-0"
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20'-3"
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20'-3"
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20'-3"
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20'-3"
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SCALE: " = 1'-0"332" = 1'-0" = 1'-0"
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%%UGENERAL ELEVATION
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BRG. N. ABUT.
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BRG. S. ABUT.
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TOP EXIST. FOOTING EL. 15.16
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TOP EXIST. FOOTING EL. 15.16
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[LOOKING EAST]
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20'-3"
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20'-3"
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20'-3"
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20'-3"
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APPROX. MUD LINE
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W36 (TYP.)
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TL-4 RAILING
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PIER CUT AND CAPPED (SEE SHEET 18 FOR DETAILS)18 FOR DETAILS) FOR DETAILS)
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ABUT. CUT AND CAPPED (SEE SHEETS 16&17 FOR 16&17 FOR &17 FOR 17 FOR FOR DETAILS) (TYP.)
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C.I.P ENDPOST (TYP.)
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EXIST. FOOTING TO REMAIN (TYP.)
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CURTAIN WALL (TYP.)
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FINISHED GRADE (TYP.)
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10 YEAR FLOOD EL. 29.0
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100 YEAR FLOOD EL. 32.0
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WINGWALL CAP (TYP.)
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SPAN 2 BRG.
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SPAN 1 BRG.
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LINK SLAB
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APPROX. ROCK LINE
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EXIST. HP12 PILES TO REMAIN (TYP.)
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EXIST. W36 (TYP.)
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SIDEWALK CONTRACTION JOINT (TYP.)
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TEMP. COFFER DAM (TYP.)
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TEMPORARY COFFERDAM TO BE CUT 2'-0" BELOW MUD LINE UPON COMPLETION OF CONSTRUCTION (TYP.)
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EL. 29.0 (TYP.)
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EXIST. ABUT. TO BE REFACED (TYP.)
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TOP EXIST. FOOTING EL. 12.16
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EXIST. PIER TO BE REFACED
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EXIST. FOOTING & SUBFOOTING TO REMAIN
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M.H.W. EL 24.4±
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LOW CHORD EL. 31.9
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EXIST. LOW CHORD EL. 31.9±
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GENERAL NOTE:
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1.FOR CONSTRUCTION BASELINE GEOMETRY AND ALL OTHER HIGHWAY FOR CONSTRUCTION BASELINE GEOMETRY AND ALL OTHER HIGHWAY RELATED WORK INCLUDING BUT NOT LIMITED TO APPROACH ROADWAY CONSTRUCTION, DRAINAGE, UTILITY CONSTRUCTION, AND STRIPING REFER TO HIGHWAY PLANS VOLUME 1.
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53+48.62
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54+26.00
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54.27.25
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55+04.62
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STATION
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335521.53
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335582.45
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335583.43
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335644.35
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NORTHING
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234072.74
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234025.03
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234024.26
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233976.56
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EASTING
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CONSTRUCTION WORKING POINTS
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1
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2
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3
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4
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W.P.
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SUGGESTED COFFERDAM SEQUENCE:
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1. DRIVE STEEL COFFERDAM AS PERMITTED AFTER PHASE 1 DEMOLITION. DRIVE STEEL COFFERDAM AS PERMITTED AFTER PHASE 1 DEMOLITION. 2. PERFORM PIER CAP WORK. PERFORM PIER CAP WORK. 3. DRIVE REMAINING STEEL COFFERDAM AFTER PHASE 2 DEMOLITION. DRIVE REMAINING STEEL COFFERDAM AFTER PHASE 2 DEMOLITION. 4. CLOSE PHASE 1 AND PHASE 2 COFFERDAM OFF AND DEWATER AROUND CLOSE PHASE 1 AND PHASE 2 COFFERDAM OFF AND DEWATER AROUND PIER. 5. PERFORM ALL CONCRETE PIER REFACING AND CATHODIC PROTECTION PERFORM ALL CONCRETE PIER REFACING AND CATHODIC PROTECTION WORK DURING PHASE 2 CONSTRUCTION. 6. CUT STEEL COFFERDAMS BELOW THE MUDLINE AS SHOWN.CUT STEEL COFFERDAMS BELOW THE MUDLINE AS SHOWN.
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_008_GENPLANELEV
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8
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
PROFILES
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EXISTING
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53+00
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35.59
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36.66
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37.78
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38.72
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39.63
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40.35
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41.46
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54+00
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55+00
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56+00
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NAVD 88 BASE
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EL. 0.00
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10
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20
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30
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40
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50
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BRG. N. ABUT. STA. 53+48.62
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BRG. S. ABUT. STA. 55+04.62
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PIER STA. 54+26.63
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10
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20
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30
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40
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50
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HORIZ SCALE: 1" = 25'-0" VERT SCALE: 1" = 5'-0"
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LONGITUDINAL PROFILE ALONG RT. 5 BASELINE
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EXIST. GRADE
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PROP. GRADE
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APPROACH SLAB (TYP.)
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PROPOSED
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35.59
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36.55
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37.52
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38.49
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39.46
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40.43
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41.46
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PIER CAP
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EXIST. PIER
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ABUT. CAP (TYP.)
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EXIST. ABUT. FOOTING (TYP.)
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EXIST. ABUT. (TYP.)
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EXIST. PIER FOOTING
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10 YEAR FLOOD EL. 29.0
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100 YEAR FLOOD EL. 32.0
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SPAN 1 BRG. STA. 54+26.00
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SPAN 2 BRG. STA. 54+27.25
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1.94%
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0.94%
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PVI STA = 53+00.06 PVI EL. = 35.59
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W36 (TYP.)
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LOW CHORD EL. 31.9
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APPROX. MUD LINE
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M.H.W. EL. 24.4±
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APPROX. EXIST. BEDROCK
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EXISTING
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15.62
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15.96
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17.89
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1+00
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NAVD 88 BASE
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EL. 5.00
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10
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20
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30
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40
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50
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10
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20
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30
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40
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50
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HORIZ SCALE: 1" = 25'-0" VERT SCALE: 1" = 5'-0"
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TRANSVERSE PROFILE ALONG PAWTUXET RIVER
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PROPOSED
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10 YEAR FLOOD EL. 29.0
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100 YEAR FLOOD EL. 32.0
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0+00
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2+00
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BASELINE RT. 5
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PROPOSED BRIDGE REHABILITATION NO. 185
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M.H.W. EL. 24.4±
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APPROX. MUDLINE
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_009_PROFILES
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9
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
TYPICAL BRIDGE SECTIONS
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SCALE: " = 1'-0"18" = 1'-0" = 1'-0"
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%%ULONGITUDINAL SECTION
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BRG. N. ABUT.
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BRG. S. ABUT.
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APPROX. MUD LINE
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W36 (TYP.)
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PIER CUT AND CAPPED (SEE SHEET 18 FOR DETAILS)18 FOR DETAILS) FOR DETAILS)
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EL. 15.16
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EL. 12.16
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EL. 15.16
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PIER
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SPAN 1 BRG.
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SPAN 2 BRG.
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14'-0"
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14'-0"
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14'-0"
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14'-0"
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UHPC LINK SLAB
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PAVEMENT SAWCUT
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3" BIT. PAVEMENT OVER WATERPROOFING MEMBRANE
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7 " CONC. DECK SLAB12" CONC. DECK SLAB
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PROFILE GRADE ALONG ROUTE 5 CONSTRUCTION BASELINE
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PAVEMENT SAWCUT
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EXIST. ABUT. TO REMAIN AND BE REFACED (TYP.)
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LOW CHORD EL. 31.9
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EXIST. PIER TO REMAIN AND BE REFACED (TYP.)
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10 YEAR FLOOD EL. 29.0
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100 YEAR FLOOD EL. 32.0
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M.H.W. EL. 24.4±
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7'-6"±
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7'-6"±
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7'-6"±
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7'-6"±
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ABUT. CUT AND CAPPED (SEE SHEETS 16&17 FOR 16&17 FOR &17 FOR 17 FOR FOR DETAILS) (TYP.)
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APPROX. BEDROCK
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1.FOR TYPICAL BRIDGE APPROACH SECTION SEE HIGHWAY PLANS VOLUME 1.FOR TYPICAL BRIDGE APPROACH SECTION SEE HIGHWAY PLANS VOLUME 1.
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NOTE:
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SCALE: " = 1'-0"14" = 1'-0"
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TRANSVERSE SECTION
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ROUTE 5
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1%
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2%
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9'-0" PREFABRICATED BRIDGE UNIT (TYP.)
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STEEL DIA. (TYP.)
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W36 (TYP.)
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FOUR BAR TL-4 BRIDGE RAIL (TYP.)
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6"x9" VERT. FACE GRANITE CURB (TYP.)
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3" HMA WEARING SURFACE FOR BRIDGE DECKS
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7 " DECK SLAB12" DECK SLAB
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LONG. SDWLK. JT.
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7" REVEAL (TYP.)
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(8) 4" FUTURE COMMUNICATION DUCTS
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(8) 5" NATIONAL GRID DUCTS (ELECTRIC)
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(8) 4" FUTURE VERIZON DUCTS
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RELOCATED 12" GAS LINE
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RELOCATED 6" SEWER LINES
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WATERPROOFING MEMBRANE
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2%
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_010_TYPSECTIONS
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10
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
STAGE CONSTRUCTION
SECTIONS
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SCALE: " = 1'-0"316" = 1'-0"
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EXIST. CROSS SECTION
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SCALE: " = 1'-0"316" = 1'-0"
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PHASE 1 DEMOLITION
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SCALE: " = 1'-0"316" = 1'-0"
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PHASE 1 CONSTRUCTION
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ROUTE 5
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ROUTE 5
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SAWCUT LINE
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TEMP. ANCHORED 0" DEFLECTION BARRIER (TYP.)
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REMOVE EXIST. 3"± WEARINGSURFACE
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REMOVE EXIST. 7" CONC. DECK
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REMOVE EXIST. ALUM. RAIL & CONC. PARAPET WALL
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REMOVE EXIST. CONC. SIDEWALK AND GRANITE CURBING
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REMOVE EXIST. W36x245 (TYP.)
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REMOVE EXIST. STEEL DIAPHRAGM (SIZE VARIES, TYP.)
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EXIST. TELECOMMUNICATION TO BE MOVED TO PROP. OHW'S PRIOR TO PHASE 1 DEMO (BY OTHERS)
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EXIST. 12" GAS TO BE RELOCATED
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EXIST. 6"± SEWERSTO BE RELOCATED
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ROUTE 5
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FOUR BAR TL4 BRIDGE RAIL
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2%
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LONG. DECK JT. (TYP.)
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3" WEARING SURFACE
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7 " DECK 12" DECK SLAB
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STEEL DIA. (TYP.)
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LONG. SDWLK. JT. (TYP.)
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9'-0" PREFABRICATED BRIDGE UNIT (TYP.)
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W36 (TYP.)
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(8) 4" FUTURE VERIZON DUCTS (BY OTHERS)
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RELOCATED (8) 5" NATIONAL GRID DUCTS (ELECTRIC)
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SCALE: " = 1'-0"316" = 1'-0"
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INTERIM TRANSVERSE BRIDGE SECTION
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EXIST. 12" GAS TO BE RELOCATED
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ROUTE 5
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(8) 5" NATIONAL GRID DUCTS (ELECTRIC)
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TEMP. ANCHORED 0" DEFLECTION BARRIER (TYP.)
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RELOCATED 12" GAS
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RELOCATED 6" SEWERS
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[WINTER CONSTRUCTION SHUTDOWN]
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(4) EXIST. TRANSITE DUCTS
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(4) EXIST. STEEL DUCTS
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(8) 4" FUTURE VERIZON DUCTS (BY OTHERS)
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RELOCATED 12" GAS
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RELOCATED 6" SEWERS
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EXIST. 6"± SEWERSTO BE RELOCATED
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EXIST. OHW (ELECTRIC, COX & VERIZON)
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EXIST. 12" GAS
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EXIST. 6" SEWER
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(8) EXIST. TELECOMMUNICATION DUCTS
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EXIST. W32 (TYP.)
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EXIST. OHW (ELECTRIC)
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PROP. OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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EXIST. OHW (ELECTRIC)
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OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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RELOCATE EXIST. OHW (ELECTRIC)
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1%
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ROUTE 5
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REMOVE EXIST. ALUM RAIL & CONC. PARAPET WALL
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REMOVE EXIST. CONC. SIDEWALK & GRANITE CURBING
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REMOVE EXIST. 3"±WEARING SURFACE
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REMOVE EXIST. 7" CONC. DECK
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REMOVE EXIST. 12" PIPE
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REMOVE EXIST. STEEL DIAPHRAGM (SIZE WARIES, TYP.)
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REMOVE EXIST. W36x245 (TYP.)
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SCALE: " = 1'-0"316" = 1'-0"
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PHASE 2 DEMOLITION
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SCALE: " = 1'-0"316" = 1'-0"
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PHASE 2 CONSTRUCTION
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ROUTE 5
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2%
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3" WEARING SURFACE
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7 " DECK 12" DECK SLAB
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FOUR BAR TL4 BRIDGE RAIL
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9'-0" PREFABRICATED BRIDGE UNIT (TYP.)
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STEEL DIA. (TYP.)
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(8) 4" FUTURE COMMUNICATION DUCTS
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W36 (TYP.)
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SCALE: " = 1'-0"316" = 1'-0"
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POST-PHASE PARTIAL SIDEWALK CONSTRUCTION
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ROUTE 5
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EXTEND CONC. SIDEWALK AND INSTALL GRANITE CURBING
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LONG. SDWLK. JT.
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SCALE: " = 1'-0"316" = 1'-0"
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FINAL CROSS SECTION
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ROUTE 5
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1%
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2%
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9'-0" PREFABRICATED BRIDGE UNIT (TYP.)
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STEEL DIA. (TYP.)
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FOUR BAR TL-4 BRIDGE RAIL (TYP.)
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6"x9" VERT. FACE GRANITE CURB (TYP.)
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3" WEARING SURFACE
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7 " DECK 12" DECK SLAB
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LONG. SDWLK. JT.
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7" REVEAL (TYP.)
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(8) 4" FUTURE COMMUNICATION DUCTS
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EXIST. 6"±SEWERS TO BE REMOVED
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(8) 5" NATIONAL GRID DUCTS (ELECTRIC)
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(8) 4" FUTURE VERIZON DUCTS (BY OTHERS)
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RELOCATED 12" GAS
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RELOCATED 6" SEWERS
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W36 (TYP.)
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OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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OHW (RELOCATED VERIZON AND COX BY OTHERS SEE NOTE 8)
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1. PREPARE FOR PHASE 1 DEMOLITION BY MOVING EXISTING PREPARE FOR PHASE 1 DEMOLITION BY MOVING EXISTING TELECOMMUNICATION DUCTS UNDER WEST SIDEWALK TO EXISTING OVERHEAD WIRES CURRENTLY ALONG THE EAST BRIDGE FASCIA (BY OTHERS). COMPLETE ALL APPROACH UTILITY WORK AS ALLOWED. 2. PHASE 1 DEMOLITION: REMOVE EXISTING WEARING SURFACE, PHASE 1 DEMOLITION: REMOVE EXISTING WEARING SURFACE, REMOVE EXISTING WEARING SURFACE, CONCRETE DECK, SIDEWALK, PARAPET, BRIDGE RAIL, STEEL BEAMS, AND DIAPHRAGMS TO THE LIMITS SHOWN ON THE DRAWINGS. 3. PHASE 1 CONSTRUCTION: INSTALL NEW PBU, UTILITY DUCTS FOR PHASE 1 CONSTRUCTION: INSTALL NEW PBU, UTILITY DUCTS FOR INSTALL NEW PBU, UTILITY DUCTS FOR NATIONAL GRID ELECTRIC AND FUTURE VERIZON (BY OTHERS), INSTALL 12" PIPE FOR GAS AND (2) 6" PIPE FOR SEWER, COMPLETE CLOSURE POURS, CAST CONCRETE SIDEWALK, AND INSTALL TL4 BRIDGE RAIL TO THE LIMITS SHOWN ON THE DRAWINGS. 4. INTERIM PHASE: RELOCATE ALL NATIONAL GRID ELECTRIC FROM INTERIM PHASE: RELOCATE ALL NATIONAL GRID ELECTRIC FROM RELOCATE ALL NATIONAL GRID ELECTRIC FROM OVERHEAD WIRES ALONG EAST BRIDGE FASCIA TO UTILITY DUCTS INSTALLED DURING PHASE 1 CONSTRUCTION. RELOCATE EXIST 12" GAS AND (2) 6" SEWER CURRENTLY LOCATED UNDER EAST SIDEWALK TO PIPES INSTALLED DURING PHASE 1 CONSTRUCTION. COX AND VERIZON TO REMAIN ON EXISTING OVERHEAD WIRES AND BE RAISED. 5. PHASE 2 DEMOLITION: REMOVE EXISTING WEARING SURFACE, PHASE 2 DEMOLITION: REMOVE EXISTING WEARING SURFACE, REMOVE EXISTING WEARING SURFACE, CONCRETE DECK, SIDEWALK, PARAPET, BRIDGE RAIL, STEEL BEAMS, AND DIAPHRAGMS TO THE LIMITS SHOWN ON THE DRAWINGS. 6. PHASE 2 CONSTRUCTION: INSTALL NEW PBU, FUTURE UTILITY PHASE 2 CONSTRUCTION: INSTALL NEW PBU, FUTURE UTILITY INSTALL NEW PBU, FUTURE UTILITY DUCTS, COMPLETE CLOSURE POURS, CAST CONCRETE SIDEWALK, AND INSTALL TL4 BRIDGE RAIL TO THE LIMITS SHOWN ON THE DRAWINGS. 7. POST PHASE CONSTRUCTION: PRIOR TO POST PHASE PARTIAL POST PHASE CONSTRUCTION: PRIOR TO POST PHASE PARTIAL PRIOR TO POST PHASE PARTIAL SIDEWALK CONSTRUCTION, REMOVE 3" WEARING SURFACE FOR SIDEWALK AND GRANITE CURB INSTALLATION. INSTALL REMAINING WEST SIDEWALK CONCRETE AND GRANITE CURBING TO THE LIMITS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR WILL NEED TO COORDINATE WITH VERIZON AND THE CONTRACTOR WILL NEED TO COORDINATE WITH VERIZON AND COX REGARDING THE HEIGHT OF RELOCATED OHW'S SO THAT ENOUGH VERTICAL CLEARANCE IS PROVIDED AS TO NOT INTERRUPT BRIDGE DEMOLITION AND/OR CONSTRUCTION.
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SUGGESTED CONSTRUCTION SEQUENCE:
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GENERAL NOTES:
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BY
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REVISIONS
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DATE
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NO.
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_011_STAGECONSECT
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11
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
DEMOLITION PLAN
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PARTIALLY REMOVE EXIST. ABUT. STEM (SEE SHEET 13) (TYP.)13) (TYP.)) (TYP.)
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SPAN 1 BRG. STA. 54+26.00
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SPAN 2 BRG. STA. 54+27.25
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PIER
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EXIST. PIER FOOTING AND SUBFOOTING TO REMAIN
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ROUTE 5
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REMOVE AND DISPOSE BEARING ASSEMBLY AND PEDESTAL (TYP.)
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EXIST. ABUT FOOTING TO REMAIN (TYP.)
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REMOVE AND DISPOSE EXIST. APPROACH SLAB (TYP.)
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SUPERSTRUCTURE DEMO. PHASE LINE
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S51°56'01"E
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REMOVE AND DISPOSE EXISTING ENDPOST AND FOUNDATION (TYP.)
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BRG. SOUTH ABUT.
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BRG. NORTH ABUT.
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54+00
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55+00
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30'-6 " 34"
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30'-6 " 34"
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31'-11 " 14"
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31'-11 " 14"
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PARTIALLY REMOVE EXIST. PIER STEM (SEE SHEET 15) 15) ) (TYP.)
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REMOVE AND DISPOSE BEARING ASSEMBLY AND PEDESTAL (TYP.)
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PARTIALLY REMOVE EXIST. WINGWALL STEM (SEE SHEET 14) (TYP.)14) (TYP.)) (TYP.)
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REMOVE AND DISPOSE EXIST. BRIDGE RAIL
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SCALE: " = 1'-0"332" = 1'-0"
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DEMOLITION PLAN
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48'-0"
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48'-0"
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14'-0"
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14'-0"
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PHASE 1 AND 2 TEMP. EARTH RETAINING SYSTEM (TYP.)
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REMOVE EXIST. ABUT. BACKWALL (TYP.)
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STEEL COFFERDAM
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PORTABLE DAM (TYP.)
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SUBSTRUCTURE DEMO. PHASE LINE
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SCALE: " = 1'-0"316" = 1'-0"
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DEMOLITION TRANSVERSE SECTION
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ROUTE 5
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SAWCUT LINE
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REMOVE EXIST. 3"± WEARINGSURFACE
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REMOVE EXIST. 7" CONC. DECK
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REMOVE EXIST. ALUM. RAIL & CONC. PARAPET WALL (TYP.)
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REMOVE EXIST. CONC. SIDEWALK AND GRANITE CURBING
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REMOVE EXIST. W36x245 (TYP.)
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REMOVE EXIST. STEEL DIAPHRAGM (SIZE VARIES, TYP.)
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REMOVE EXIST. CONC. SIDEWALK & GRANITE CURBING
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REMOVE EXIST. 3"±WEARING SURFACE
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REMOVE EXIST. 7" CONC. DECK
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EXIST. 12" GAS TO BE RELOCATED
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REMOVE EXIST. STEEL DIAPHRAGM (SIZE WARIES, TYP.)
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6'-0"
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6'-0"
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6'-0"
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6'-0"
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11'-0"
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11'-0"
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11'-0"
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11'-0"
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11'-0"
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11'-0"
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11'-0"
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11'-0"
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EXIST. 6"± SEWER TOBE RELOCATED
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EXIST. TELECOMMUNICATION TO BE MOVED TO EXIST. OHW'S PRIOR TO PHASE 1 DEMO (BY OTHERS)
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(4) EXIST. TRANSITE DUCTS
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(4) EXIST. STEEL DUCTS
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EXIST. OHW TO REMAIN AND BE PROTECTED DURING CONSTRUCTION
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SCALE: " = 1'-0"332" = 1'-0"
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%%UDEMOLITION ELEVATION
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REMOVE AND DISPOSE EXIST. ENDPOST AND FOUNDATION (TYP.)
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REMOVE AND DISPOSE EXIST. ALUM. RAIL AND CONC. PARAPET WALL
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BRG. N. ABUT.
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BRG. SPAN 1 PIER
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PIER = ROUTE 5 STA. 54+26.63
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BRG. SPAN 2 PIER
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PARTIALLY REMOVE AND DISPOSE EXIST. WINGWALL STEM (TYP.)
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WINGWALL SAWCUT LINE (TYP.)
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EXIST. ABUT. FOOTING TO REMAIN (TYP.)
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EXIST. HP PILES TO REMAIN (TYP.)
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REMOVE AND DISPOSE EXIST W36 (TYP.)
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EL. 30.66
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EL. 29.29
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EL. 32.41
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ABUT. SAWCUT LINE (TYP.)
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REMOVE AND DISPOSE EXIST. 7" CONC. DECK AND WEARING SURFACE
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EXIST. PIER FOOTING & SUBFOOTING TO REMAIN
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APPROX. MUDLINE
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EXIST. LOW CHORD EL. 31.90±
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EL. 33.65
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EL. 29.51
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EXIST. ABUT. TO BE REFACED (TYP.)
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TEMPORARY STEEL COFFERDAM (TYP.)
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BRG. S. ABUT.
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TEMP. COFFER DAM (TYP.)
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EXIST. ABUT. TO REMAIN (TYP.)
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REMOVE AND DISPOSE EXIST. BEAM SEAT (TYP.)
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REMOVE AND DISPOSE EXIST PIER BEAM SEAT (TYP.)
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PIER SAWCUT LINE
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EXIST. PIER TO BE REFACED
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1. INDICATES AREA TO BE REMOVED AND DISPOSED. INDICATES AREA TO BE REMOVED AND DISPOSED.
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DEMOLITION NOTES:
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_012_DEMOPLAN
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12
AutoCAD SHX Text
BHO-0185(001)
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AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
ABUTMENT DEMOLITION
AutoCAD SHX Text
B-1
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B-2
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B-3
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B-4
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B-6
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B-7
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B-8
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B-9
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NORTH ABUTMENT ELEVATION
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SCALE: " = 1'-0"18" = 1'-0"
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MHW EL. 24.4±
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EXIST. CONST. JOINT (TYP.)
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APPROX. MUD LINE
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REMOVE & DISPOSE EXIST. ENDPOST & FOUNDATION (BEYOND) (TYP.)
AutoCAD SHX Text
CUT EL. 29.29
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ABUTMENT CUT LINE
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EL. 38.25±
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EL. 36.83±
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EL. 31.29±
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EL. 31.70±
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EL. 31.70±
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EL. 31.29±
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EL. 38.25±
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EL. 36.83±
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EL. 36.03±
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EL. 36.03±
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EXIST. FOOTING TO REMAIN
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ROUTE 5
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PHASE II DEMO.
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PHASE I DEMO.
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B-5
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REMOVE AND DISPOSE EXIST. BACKWALL (TYP.)
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EXIST. AREA OF DETERIORATION (TYP.)
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PARTIALLY REMOVE & DISPOSE EXIST. WINGWALL (BEYOND) (TYP.)
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REMOVE & DISPOSE EXIST. BEAM SEAT & PEDESTAL (TYP.)
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EXIST. WINGWALL TO REMAIN (TYP.)
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SOUTH ABUTMENT ELEVATION
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SCALE: " = 1'-0"18" = 1'-0"
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B-10
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B-11
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B-12
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B-13
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B-15
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B-16
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B-17
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B-18
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APPROX. MUD LINE
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MHW EL. 24.4±
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EXIST. FOOTING TO REMAIN
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CUT EL. 32.41
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EXIST. CONST. JOINT (TYP.)
AutoCAD SHX Text
ABUTMENT CUT LINE
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REMOVE & DISPOSE EXIST. BACKWALL (TYP.)
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REMOVE & DISPOSE EXIST. ENDPOST & FOUNDATION (BEYOND) (TYP.)
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EL. 41.53±
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EL. 39.95±
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EL. 34.41±
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EL. 34.82±
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EL. 34.82±
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EL. 34.41±
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EL. 41.53±
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EL. 39.95±
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ROUTE 5
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EL. 39.15±
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EL. 39.15±
AutoCAD SHX Text
PHASE I DEMO.
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B-14
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PHASE II DEMO.
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PARTIALLY REMOVE & DISPOSE EXIST. WINGWALL (BEYOND) (TYP.)
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REMOVE & DISPOSE EXIST. BEAM SEAT & PEDESTAL (TYP.)
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EXIST. WINGWALL TO REMAIN (BEYOND) (TYP.)
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SPALLING CONCRETE
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RUST STAINING
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MAP CRACKING
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DELAMINATION
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LEGEND:
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EFFLORESCENCE
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SCALING
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CRACK
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NOTES:
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1. INDICATES AREA TO BE REMOVED & INDICATES AREA TO BE REMOVED & INDICATES AREA TO BE REMOVED & DISPOSED. 2. AREAS OF CONCRETE DETERIORATION ARE AREAS OF CONCRETE DETERIORATION ARE SHOWN FOR REFERENCE ONLY. SEE SHEETS 16 & 17 FOR LIMITS OF REFACING. & 17 FOR LIMITS OF REFACING.17 FOR LIMITS OF REFACING. FOR LIMITS OF REFACING.
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REMOVE & DISPOSE EXIST. BACKWALL
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REMOVE & DISPOSE EXIST. CONC. PEDESTAL
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EL. 29.29 (N. ABUT.) EL. 32.41 (S. ABUT.)
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EL. VARIES
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PARTIALLY REMOVE EXIST ABUT. STEM
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ABUT. CUT LINE
AutoCAD SHX Text
BRG. ABUT.
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REMOVE & DISPOSE EXIST. APPROACH SLAB & REINF.
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EXIST. #5 @ 18" VERTICAL STEM REINF. TO REMAIN
AutoCAD SHX Text
EXIST. ABUT. TO BE REFACED
AutoCAD SHX Text
EXIST. #5 @ 12" VERT. STEM REINF. TO REMAIN
AutoCAD SHX Text
REMOVE & DISPOSE EXIST. #5 @ 18" BENT DOWEL
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REMOVE & DISPOSE EXIST. VERTICAL BACKWALL REINF.
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TYPICAL ABUTMENT DEMO SECTION
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SCALE: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
EXIST. ABUT. TO REMAIN (TYP.)
AutoCAD SHX Text
BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
AutoCAD SHX Text
2020
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1
AutoCAD SHX Text
0079B_V2_013_ABUTDEMO
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13
AutoCAD SHX Text
BHO-0185(001)
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AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
WINGWALL DEMOLITION
AutoCAD SHX Text
SCALE: " = 1'-0"18" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UNORTHWEST WINGWALL DEMOLITION
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CUT EL. 29.29
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EL. 15.16
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DEMO ALONG EXIST. CONST. JT.
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VERT. SAWCUT LINE
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CUT EL. 29.84
AutoCAD SHX Text
EL. 34.77±
AutoCAD SHX Text
EL. 36.19±
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: " = 1'-0"18" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UNORTHEAST WINGWALL DEMOLITION
AutoCAD SHX Text
CUT EL. 29.29
AutoCAD SHX Text
EL. 15.16
AutoCAD SHX Text
EL. 36.19±
AutoCAD SHX Text
EL. 34.77±
AutoCAD SHX Text
CUT EL. 29.61
AutoCAD SHX Text
VERT. SAWCUT LINE
AutoCAD SHX Text
DEMO ALONG EXIST. CONST. JT.
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: " = 1'-0"18" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%USOUTHWEST WINGWALL DEMOLITION
AutoCAD SHX Text
CUT EL. 32.41
AutoCAD SHX Text
CUT EL. 33.89
AutoCAD SHX Text
EL. 37.95±
AutoCAD SHX Text
EL. 40.59±
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
DEMO ALONG EXIST. CONST. JT.
AutoCAD SHX Text
VERT. SAWCUT LINE
AutoCAD SHX Text
SCALE: " = 1'-0"18" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%USOUTHEAST WINGWALL DEMOLITION
AutoCAD SHX Text
CUT EL. 32.41
AutoCAD SHX Text
EL. 15.16
AutoCAD SHX Text
EL. 37.95±
AutoCAD SHX Text
EL. 40.59±
AutoCAD SHX Text
CUT EL. 33.93
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
DEMO ALONG EXIST. CONST. JT.
AutoCAD SHX Text
VERT. SAWCUT LINE
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LEGEND:
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MAP CRACKING
AutoCAD SHX Text
SPALLING CONCRETE
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SCALING
AutoCAD SHX Text
CRACK
AutoCAD SHX Text
NOTES:
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1. INDICATES AREA TO BE REMOVED & INDICATES AREA TO BE REMOVED & INDICATES AREA TO BE REMOVED & DISPOSED. 2. AREAS OF CONCRETE DETERIORATION ARE AREAS OF CONCRETE DETERIORATION ARE SHOWN FOR REFERENCE ONLY. 3. EXIST. SHEAR KEY TO BE RETAINED. IF EXIST. SHEAR KEY TO BE RETAINED. IF SHEAR KEY CANNOT BE RETAINED ROUGHEN SURFACE TO A " (MIN.) AMPLITUDE.14" (MIN.) AMPLITUDE.
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SCALE: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
%%UWINGWALL DEMOLITION SECTION
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EXIST. VERTICAL #6 @ 12" REINFORCING TO REMAIN
AutoCAD SHX Text
EXIST. CONCRETE BELOW JOINT TO REMAIN
AutoCAD SHX Text
REMOVE & DISPOSE WINGWALL ABOVE EXIST. CONST. JT.
AutoCAD SHX Text
EL. VARIES
AutoCAD SHX Text
EXIST. CONST. JT.
AutoCAD SHX Text
EXIST. SHEAR KEY (SEE NOTE 3)
AutoCAD SHX Text
EXIST. CONCRETE BELOW TO REMAIN
AutoCAD SHX Text
REMOVE & DISPOSE WINGWALL ABOVE EXIST. CONST. JT.
AutoCAD SHX Text
EL. VARIES
AutoCAD SHX Text
SCALE: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
CUT EXIST. VERT. REINF.
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
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SCALE
AutoCAD SHX Text
FED. ROAD
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DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
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FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_014_WWALLDEMO
AutoCAD SHX Text
14
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
PIER DEMOLITION
AutoCAD SHX Text
PIER - NORTH FACE
AutoCAD SHX Text
SCALE: " = 1'-0"18" = 1'-0"
AutoCAD SHX Text
APPROX. MUD LINE
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EXIST. PIER LENGTH = 63'-1 " 12"±
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EXIST. PIER LENGTH = 63'-1 " 12"±
AutoCAD SHX Text
EXIST. PIER LENGTH = 63'-1 " 12"±
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EXIST. PIER LENGTH = 63'-1 " 12"±
AutoCAD SHX Text
ROUTE 5
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PHASE I DEMO.
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PHASE II DEMO.
AutoCAD SHX Text
CUT EL. 30.66
AutoCAD SHX Text
B-1
AutoCAD SHX Text
B-2
AutoCAD SHX Text
B-3
AutoCAD SHX Text
B-4
AutoCAD SHX Text
B-6
AutoCAD SHX Text
B-7
AutoCAD SHX Text
B-8
AutoCAD SHX Text
B-9
AutoCAD SHX Text
B-5
AutoCAD SHX Text
EL. 32.66±
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EL. 33.62±
AutoCAD SHX Text
B-14 PEDESTAL TO BE REMOVED IN PHASE II
AutoCAD SHX Text
EL. 12.16±
AutoCAD SHX Text
MHW EL. 24.4±
AutoCAD SHX Text
REMOVE & DISPOSE EXIST. BEAM SEAT & PEDESTAL (TYP.)
AutoCAD SHX Text
PIER - SOUTH FACE
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SCALE: " = 1'-0"18" = 1'-0"
AutoCAD SHX Text
APPROX. MUD LINE
AutoCAD SHX Text
MHW EL. 24.4±
AutoCAD SHX Text
EXIST. PIER LENGTH = 63'-1 " 12"±
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EXIST. PIER LENGTH = 63'-1 " 12"±
AutoCAD SHX Text
EXIST. PIER LENGTH = 63'-1 " 12"±
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EXIST. PIER LENGTH = 63'-1 " 12"±
AutoCAD SHX Text
ROUTE 5
AutoCAD SHX Text
PHASE I DEMO.
AutoCAD SHX Text
PHASE II DEMO.
AutoCAD SHX Text
CUT EL. 30.66
AutoCAD SHX Text
EL. 32.66±
AutoCAD SHX Text
EL. 33.62±
AutoCAD SHX Text
B-14 PEDESTAL TO BE REMOVED IN PHASE II
AutoCAD SHX Text
EL. 12.16±
AutoCAD SHX Text
B-10
AutoCAD SHX Text
B-11
AutoCAD SHX Text
B-12
AutoCAD SHX Text
B-13
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B-15
AutoCAD SHX Text
B-16
AutoCAD SHX Text
B-17
AutoCAD SHX Text
B-18
AutoCAD SHX Text
B-14
AutoCAD SHX Text
REMOVE & DISPOSE EXIST. BEAM SEAT & PEDESTAL (TYP.)
AutoCAD SHX Text
RUST STAINING
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MAP CRACKING
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
SPALLING CONCRETE
AutoCAD SHX Text
SPALLING CONCRETE WITH EXPOSED REINF.
AutoCAD SHX Text
DELAMINATION
AutoCAD SHX Text
CRACK
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. INDICATES AREA TO BE REMOVED & INDICATES AREA TO BE REMOVED & INDICATES AREA TO BE REMOVED & DISPOSED. 2. AREAS OF CONCRETE DETERIORATION ARE AREAS OF CONCRETE DETERIORATION ARE SHOWN FOR REFERENCE ONLY. SEE SHEET 18 FOR LIMITS OF REFACING. FOR LIMITS OF REFACING.
AutoCAD SHX Text
DEMO PIER SECTION
AutoCAD SHX Text
SCALE: " = 1'-0"34" = 1'-0"
AutoCAD SHX Text
CUT EL. 30.66
AutoCAD SHX Text
REMOVE & DISPOSE EXIST. PIER STEM ABOVE CUT LINE
AutoCAD SHX Text
EXIST. PIER TO BE REFACED (TYP.)
AutoCAD SHX Text
1
AutoCAD SHX Text
10±
AutoCAD SHX Text
REMOVE & DISPOSE EXIST. CONC. PEDESTALS
AutoCAD SHX Text
REMOVE & DISPOSE EXIST. #5 @ 18" VERT.
AutoCAD SHX Text
EXIST. #5 @ 18" VERT. TO REMAIN (TYP.)
AutoCAD SHX Text
EXIST. PIER TO REMAIN
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
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FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
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NO.
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TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_015_PIERDEMO
AutoCAD SHX Text
15
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
NORTH ABUTMENT
PLAN & ELEVATION
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SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
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%%UNORTH ABUTMENT PLAN
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B1
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B2
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B3
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B4
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B5
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B6
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B7
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B8
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B9
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B10
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B11
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B12
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BRG. N. ABUT.
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APPROACH SLAB
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EXIST. FOOTING TO REMAIN
AutoCAD SHX Text
C.I.P. ENDPOST (TYP.)
AutoCAD SHX Text
BACK OF ABUT.
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FACE OF ABUT.
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ROUTE 5
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PROVIDE BEAM SEAT STEP MID-SPAN (TYP. EACH BAY)
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1" CLOSED CELL FOAM (TYP.)
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PHASED CONST. JT
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PHASE 1 & 2 TEMP. EARTH RETAINING SYSTEM
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WINGWALL CAP (TYP.)
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(8) 4" FUTURE VERIZON DUCTS
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(2) 6" SEWER LINES
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12" GAS LINE
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(8) 5" NATIONAL GRID DUCTS
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(8) 4" FUTURE COMMUNICATION DUCTS
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REMOVABLE PANEL JOINT (TYP.)
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MHW EL. 24.4±
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EXIST. CONST. JOINT (TYP.)
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EXTEND EXIST. 4" WEEP DRAINS THROUGH RE-FACING REPAIR (TYP.)
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APPROX. MUD LINE VARIES FROM EL. 21.9± TO 24.4±
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B1
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B2
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B3
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B4
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B5
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B6
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B7
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B8
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B9
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B10
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B11
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B12
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SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
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%%UNORTH ABUTMENT ELEVATION
AutoCAD SHX Text
EL. 15.16±
AutoCAD SHX Text
ROUTE 5
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PHASED CONST. JOINT
AutoCAD SHX Text
EL. 31.49
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EL. 31.71
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EL. 31.93
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EL. 32.04
AutoCAD SHX Text
EL. 31.93
AutoCAD SHX Text
EL. 31.71
AutoCAD SHX Text
EL. 31.49
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TOP OF BACKWALL (CROWN) EL. 35.03
AutoCAD SHX Text
TOP OF BACKWALL EL. 35.00
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EL. 31.60
AutoCAD SHX Text
EL. 31.82
AutoCAD SHX Text
EL. 31.60
AutoCAD SHX Text
EL. 31.82
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APPROACH SLAB SHELF (BEYOND)
AutoCAD SHX Text
TOP OF WINGWALL EL. 36.83 (BEYOND)
AutoCAD SHX Text
TOP OF CURTAIN WALL EL. 34.40
AutoCAD SHX Text
TOP OF WINGWALL EL. 36.78 (BEYOND)
AutoCAD SHX Text
TOP OF CURTAIN WALL EL. 34.40
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EL. 29.29
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A
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2'-0"x1'-0" UTILITY BAY OPENING
AutoCAD SHX Text
EL. 32.54
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16" UTILITY BAY OPENING(SEE NOTE 3)
AutoCAD SHX Text
2'-8"x1'-2" UTILITY BAY OPENING
AutoCAD SHX Text
EL. 33.06
AutoCAD SHX Text
EL. 32.95
AutoCAD SHX Text
2'-6"x1'-2" UTILITY BAY OPENING
AutoCAD SHX Text
CONST. JOINT (TYP.)
AutoCAD SHX Text
EL. 33.17
AutoCAD SHX Text
EL. 32.54
AutoCAD SHX Text
2'-0"x1'-0" UTILITY BAY OPENING
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16
AutoCAD SHX Text
A
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DETAIL
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TOP OF BACKWALL EL. 34.82
AutoCAD SHX Text
TOP OF BACKWALL EL. 34.82
AutoCAD SHX Text
6" (MIN.) (TYP.)
AutoCAD SHX Text
STEP CONC. REPAIR AS REQUIRED TO MAINTAIN 6" CLEARANCE SO THAT EXIST. RIVER BED IS NOT DISTURBED
AutoCAD SHX Text
1. ALL EXISTING DIMENSIONS AND ELEVATIONS TAKEN FROM THE ALL EXISTING DIMENSIONS AND ELEVATIONS TAKEN FROM THE ORIGINAL CONSTRUCTION DRAWINGS. 2. AREA TO BE REFACED WITH CAST-IN-PLACE CONCRETE AREA TO BE REFACED WITH CAST-IN-PLACE CONCRETE AREA TO BE REFACED WITH CAST-IN-PLACE CONCRETE (SEE DETAIL ON SHEET 20) AND GALVANIC ENCAPSULATION 20) AND GALVANIC ENCAPSULATION ) AND GALVANIC ENCAPSULATION INSTALLED. 3. BLOCK OUT APPROACH SLAB HAUNCH AS REQUIRED FOR 16" BLOCK OUT APPROACH SLAB HAUNCH AS REQUIRED FOR 16" OPENING. SEE BACKWALL SECTION @ 12" GAS MAIN ON SHEET 21.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
REPAIR AREA:
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A = 63'x8'±
AutoCAD SHX Text
BEAM SEAT
AutoCAD SHX Text
N. ABUT. = EL. 29.29
AutoCAD SHX Text
N ABUT. = EL. 31.49
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CUT LINE
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SCALE: " = 1'-0"12" = 1'-0"
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DETAIL
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16
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A
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S ABUT. = EL. 34.51
AutoCAD SHX Text
S. ABUT. = EL. 32.41
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N. ABUT. = 2'-2 " 38"±S. ABUT. = 2'-1 " 14"±
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_016_NORTHABUTPLANELEV
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16
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
SOUTH ABUTMENT
PLAN & ELEVATION
AutoCAD SHX Text
B24
AutoCAD SHX Text
B23
AutoCAD SHX Text
B22
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B21
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B20
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B19
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B18
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B17
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B16
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B15
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B14
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B13
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MHW EL. 24.4±
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EXIST. CONST. JOINT (TYP.)
AutoCAD SHX Text
APPROX. MUD LINE VARIES FROM EL. 26.7± TO 27.1±
AutoCAD SHX Text
EXTEND EXIST. 4" WEEP DRAINS THROUGH RE-FACING REPAIR (TYP.)
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SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
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%%USOUTH ABUTMENT ELEVATION
AutoCAD SHX Text
CONST. JOINT (TYP.)
AutoCAD SHX Text
EL. 15.16±
AutoCAD SHX Text
ROUTE 5
AutoCAD SHX Text
EL. 34.51
AutoCAD SHX Text
EL. 34.62
AutoCAD SHX Text
EL. 34.73
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EL. 34.84
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EL. 35.06
AutoCAD SHX Text
EL. 34.84
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EL. 34.51
AutoCAD SHX Text
EL. 34.62
AutoCAD SHX Text
EL. 35.57
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EL. 36.08
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16" UTILITYBAY OPENING (SEE NOTE 3)
AutoCAD SHX Text
EL. 35.98
AutoCAD SHX Text
2'-6"x1'-2" UTILITY BAY OPENING
AutoCAD SHX Text
EL. 36.20
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EL. 35.57
AutoCAD SHX Text
EL. 32.41
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PHASED CONST. JOINT
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TOP OF BACKWALL (CROWN) EL. 38.10
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TOP OF BACKWALL EL. 38.07
AutoCAD SHX Text
TOP OF WINGWALL EL. 40.12 (BEYOND)
AutoCAD SHX Text
TOP OF CURTAIN WALL EL. 37.48
AutoCAD SHX Text
TOP OF WINGWALL EL. 40.13 (BEYOND)
AutoCAD SHX Text
TOP OF CURTAIN WALL EL. 37.48
AutoCAD SHX Text
EL. 34.73
AutoCAD SHX Text
EL. 34.95
AutoCAD SHX Text
APPROACH SLAB SHELF (BEYOND)
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A
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2'-0"x1'-0" UTILITY BAY OPENING
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2'-0"x1'-0" UTILITY BAY OPENING
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16
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A
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DETAIL
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TOP OF BACKWALL EL. 37.89
AutoCAD SHX Text
TOP OF BACKWALL EL. 37.89
AutoCAD SHX Text
EL. 34.95
AutoCAD SHX Text
6" (MIN.) (TYP.)
AutoCAD SHX Text
STEP CONC. REPAIR AS REQUIRED TO MAINTAIN 6" CLEARANCE SO THAT EXIST. RIVER BED IS NOT DISTURBED
AutoCAD SHX Text
2'-8"x1'-2" UTILITY BAY OPENING
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BRG. S. ABUT.
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EXIST. FOOTING TO REMAIN
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C.I.P. ENDPOST (TYP.)
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B24
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B23
AutoCAD SHX Text
B22
AutoCAD SHX Text
B21
AutoCAD SHX Text
B20
AutoCAD SHX Text
B19
AutoCAD SHX Text
B18
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B17
AutoCAD SHX Text
B16
AutoCAD SHX Text
B15
AutoCAD SHX Text
B14
AutoCAD SHX Text
B13
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SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%USOUTH ABUTMENT PLAN
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BACK OF ABUT.
AutoCAD SHX Text
FACE OF ABUT.
AutoCAD SHX Text
ROUTE 5
AutoCAD SHX Text
1" CLOSED CELL FOAM (TYP.)
AutoCAD SHX Text
PHASED CONST. JT.
AutoCAD SHX Text
PHASE 1 & 2 TEMP. EARTH RETAINING SYSTEM
AutoCAD SHX Text
PROVIDE BEAM SEAT STEP MID-SPAN (TYP. EACH BAY)
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2'-0" OPENING
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(8) 4" FUTURE COMMUNICATION DUCTS
AutoCAD SHX Text
(8) 5" NATIONAL GRID DUCTS
AutoCAD SHX Text
12" GAS LINE
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(2) 6" SEWER LINES
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(8) 4" FUTURE VERIZON DUCTS
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WINGWALL CAP (TYP.)
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APPROACH SLAB
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REMOVABLE PANEL JOINT (TYP.)
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NOTES:
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1. ALL EXISTING DIMENSIONS AND ELEVATIONS TAKEN FROM THE ALL EXISTING DIMENSIONS AND ELEVATIONS TAKEN FROM THE ORIGINAL CONSTRUCTION DRAWINGS. 2. AREA TO BE REPAIRED WITH CAST-IN-PLACE CONCRETE AREA TO BE REPAIRED WITH CAST-IN-PLACE CONCRETE AREA TO BE REPAIRED WITH CAST-IN-PLACE CONCRETE (SEE DETAIL ON SHEET 20) AND GALVANIC ENCAPSULATION 20) AND GALVANIC ENCAPSULATION ) AND GALVANIC ENCAPSULATION INSTALLED. 3. BLOCK OUT APPROACH SLAB HAUNCH AS REQUIRED FOR 16" BLOCK OUT APPROACH SLAB HAUNCH AS REQUIRED FOR 16" OPENING. SEE BACKWALL SECTION @ 12" GAS MAIN ON SHEET 21.
AutoCAD SHX Text
REPAIR AREA:
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A = 63'x6'±
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
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FISCAL
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YEAR
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SHEET
AutoCAD SHX Text
NO.
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TOTAL
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SHEETS
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36
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2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_017_SOUTHABUTPLANELEV
AutoCAD SHX Text
17
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
PIER PLAN, ELEVATION,
& SECTION
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. ALL EXISTING DIMENSIONS AND ALL EXISTING DIMENSIONS AND ELEVATIONS TAKEN FROM THE ORIGINAL CONSTRUCTION DRAWINGS. 2. AREA TO BE REPAIRED WITH AREA TO BE REPAIRED WITH AREA TO BE REPAIRED WITH CAST-IN-PLACE CONCRETE (SEE DETAIL ON SHEET 20) AND GALVANIC 20) AND GALVANIC ) AND GALVANIC ENCAPSULATION INSTALLED.
AutoCAD SHX Text
REPAIR AREA:
AutoCAD SHX Text
A = 65'x14'±B = 65'x12'±C = 14'x5'± (EACH SIDE)
AutoCAD SHX Text
APPROX. MUD LINE EL. VARIES FROM 17.2± TO 19.3±
AutoCAD SHX Text
B1
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B2
AutoCAD SHX Text
B3
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B4
AutoCAD SHX Text
B5
AutoCAD SHX Text
B6
AutoCAD SHX Text
B7
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B8
AutoCAD SHX Text
B9
AutoCAD SHX Text
B10
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B11
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B12
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UPIER - NORTH ELEVATION
AutoCAD SHX Text
ROUTE 5
AutoCAD SHX Text
EL. 32.99
AutoCAD SHX Text
EL. 33.10
AutoCAD SHX Text
EL. 33.21
AutoCAD SHX Text
EL. 33.32
AutoCAD SHX Text
EL. 33.43
AutoCAD SHX Text
EL. 33.54
AutoCAD SHX Text
EL. 33.43
AutoCAD SHX Text
EL. 33.32
AutoCAD SHX Text
EL. 33.21
AutoCAD SHX Text
EL. 33.10
AutoCAD SHX Text
EL. 32.99
AutoCAD SHX Text
PHASED CONST. JT.
AutoCAD SHX Text
INTERMEDIATE KEEPER BLOCK (TYP.) SEE SHEET 23 FOR DETAILS23 FOR DETAILS FOR DETAILS
AutoCAD SHX Text
MHW EL. 24.4±
AutoCAD SHX Text
EL. 30.66
AutoCAD SHX Text
A
AutoCAD SHX Text
[LOOKING SOUTH]
AutoCAD SHX Text
18
AutoCAD SHX Text
2
AutoCAD SHX Text
STEP CONC. REPAIR AREA AS REQ'D TO MAINTAIN 6" CLEARANCE SO THAT EXIST RIVER BED IS NOT DISTURBED
AutoCAD SHX Text
B13
AutoCAD SHX Text
B14
AutoCAD SHX Text
B15
AutoCAD SHX Text
B16
AutoCAD SHX Text
B17
AutoCAD SHX Text
B18
AutoCAD SHX Text
B19
AutoCAD SHX Text
B20
AutoCAD SHX Text
B21
AutoCAD SHX Text
B22
AutoCAD SHX Text
B23
AutoCAD SHX Text
B24
AutoCAD SHX Text
APPROX. MUD LINE EL. VARIES FROM 18.7± TO 20.1±
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UPIER - SOUTH ELEVATION
AutoCAD SHX Text
ROUTE 5
AutoCAD SHX Text
EL. 30.66
AutoCAD SHX Text
EL. 33.00
AutoCAD SHX Text
EL. 33.11
AutoCAD SHX Text
EL. 33.22
AutoCAD SHX Text
EL. 33.33
AutoCAD SHX Text
EL. 33.44
AutoCAD SHX Text
EL. 33.55
AutoCAD SHX Text
EL. 33.44
AutoCAD SHX Text
EL. 33.33
AutoCAD SHX Text
EL. 33.22
AutoCAD SHX Text
EL. 33.11
AutoCAD SHX Text
EL. 33.00
AutoCAD SHX Text
INTERMEDIATE KEEPER BLOCK (TYP.) SEE SHEET 23 FOR DETAILS23 FOR DETAILS FOR DETAILS
AutoCAD SHX Text
B
AutoCAD SHX Text
[LOOKING NORTH]
AutoCAD SHX Text
PHASED CONST. JT.
AutoCAD SHX Text
18
AutoCAD SHX Text
2
AutoCAD SHX Text
MHW EL. 24.4±
AutoCAD SHX Text
STEP CONC. REPAIR AREA AS REQ'D TO MAINTAIN 6" CLEARANCE SO THAT EXIST RIVER BED IS NOT DISTURBED
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UEAST ELEVATION
AutoCAD SHX Text
PIER
AutoCAD SHX Text
BRG.
AutoCAD SHX Text
BRG.
AutoCAD SHX Text
[LOOKING WEST]
AutoCAD SHX Text
EAST ELEVATION SHOWN, WEST ELEVATION SIMILAR
AutoCAD SHX Text
C
AutoCAD SHX Text
APPROX. MUD LINE (EL. VARIES)
AutoCAD SHX Text
EL. 30.66
AutoCAD SHX Text
B1
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B2
AutoCAD SHX Text
B3
AutoCAD SHX Text
B4
AutoCAD SHX Text
B5
AutoCAD SHX Text
B6
AutoCAD SHX Text
B7
AutoCAD SHX Text
B8
AutoCAD SHX Text
B9
AutoCAD SHX Text
B10
AutoCAD SHX Text
B11
AutoCAD SHX Text
B12
AutoCAD SHX Text
B13
AutoCAD SHX Text
B14
AutoCAD SHX Text
B15
AutoCAD SHX Text
B16
AutoCAD SHX Text
B17
AutoCAD SHX Text
B18
AutoCAD SHX Text
B19
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B20
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B21
AutoCAD SHX Text
B22
AutoCAD SHX Text
B23
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B24
AutoCAD SHX Text
BRG. SPAN 1
AutoCAD SHX Text
BRG. SPAN 2
AutoCAD SHX Text
PIER
AutoCAD SHX Text
EXIST. FOOTING TO REMAIN
AutoCAD SHX Text
EXIST. SUBFOOTING TO REMAIN
AutoCAD SHX Text
ROUTE 5
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UPIER PLAN
AutoCAD SHX Text
KEEPER BLOCK (TYP.)
AutoCAD SHX Text
PHASED CONST. JT.
AutoCAD SHX Text
PROVIDE BEAM SEAT STEP MID-SPAN (TYP. EACH BAY)
AutoCAD SHX Text
BRG. SPAN 1
AutoCAD SHX Text
BRG. SPAN 2
AutoCAD SHX Text
PIER STA. 54+26.63
AutoCAD SHX Text
BEAM SEAT VARIES (SEE PIER ELEVATIONS)
AutoCAD SHX Text
2" CHAMFER (TYP.)
AutoCAD SHX Text
#5 DWL @ 12"
AutoCAD SHX Text
EXIST. #5 @ 18" VERT. (E.F.)
AutoCAD SHX Text
PIER RE-FACING (TYP.) SEE SHEET 20 FOR DETAILS FOR DETAILS
AutoCAD SHX Text
EL. 30.66
AutoCAD SHX Text
1
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MATCH EXIST.
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SCALE: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
SECTION
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18
AutoCAD SHX Text
2
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DRILL 1 " HOLE & 12" HOLE &GROUT 2'-0" LONG #6 DOWEL @ 12" (TYP.)
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
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FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
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NO.
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TOTAL
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SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_018_PIERPLANELEVSECT
AutoCAD SHX Text
18
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
WINGWALLS
AutoCAD SHX Text
EL. 15.16
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UNORTHWEST WINGWALL ELEVATION
AutoCAD SHX Text
CURTAIN WALL TO END AT FACE OF BACKWALL
AutoCAD SHX Text
CURTAIN WALL TO END AT FASCIA BEAM SEAT
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
20'-3"
AutoCAD SHX Text
20'-3"
AutoCAD SHX Text
BACK OF SIDEWALK TOP ENDPOST FOUNDATION EL. 36.61
AutoCAD SHX Text
TOP ENDPOST FOUNDATION EL. 36.34
AutoCAD SHX Text
BACK OF SIDEWALK EL. 36.72
AutoCAD SHX Text
END OF BRIDGE DECK 1"x1" JOINT SEALER
AutoCAD SHX Text
CUT LINE EL. 29.29
AutoCAD SHX Text
BACK OF EXIST. ABUT. (BEYOND)
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APPROX. EXIST. GRADE
AutoCAD SHX Text
EL. 29.84
AutoCAD SHX Text
22
AutoCAD SHX Text
3
AutoCAD SHX Text
REPAIR AREA: A = 58.8± SFCRACK LENGTH = 8.8± FT
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%UNORTHEAST WINGWALL ELEVATION
AutoCAD SHX Text
EL. 15.16
AutoCAD SHX Text
CURTAIN WALL TO END AT FACE OF BACKWALL
AutoCAD SHX Text
CURTAIN WALL TO END AT FASCIA BEAM SEAT
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
20'-3"
AutoCAD SHX Text
20'-3"
AutoCAD SHX Text
TOP ENDPOST FOUNDATION EL. 36.11
AutoCAD SHX Text
CUT LINE EL. 29.29
AutoCAD SHX Text
EL. 29.61
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22
AutoCAD SHX Text
3
AutoCAD SHX Text
BACK OF SIDEWALK EL. 36.67
AutoCAD SHX Text
END OF BRIDGE DECK 1"x1" JOINT SEALER
AutoCAD SHX Text
REPAIR AREA: CRACK LENGTH = 1.5± FT
AutoCAD SHX Text
BACK OF SIDEWALK TOP ENDPOST FOUNDATION EL. 36.27
AutoCAD SHX Text
EL. 15.16
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%USOUTHWEST WINGWALL ELEVATION
AutoCAD SHX Text
CURTAIN WALL TO END AT FACE OF BACKWALL
AutoCAD SHX Text
CURTAIN WALL TO END AT FASCIA BEAM SEAT
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
20'-3"
AutoCAD SHX Text
20'-3"
AutoCAD SHX Text
TOP ENDPOST FOUNDATION EL. 40.39
AutoCAD SHX Text
CUT LINE EL. 32.41
AutoCAD SHX Text
EL. 33.89
AutoCAD SHX Text
22
AutoCAD SHX Text
3
AutoCAD SHX Text
BACK OF SIDEWALK EL. 39.85
AutoCAD SHX Text
END OF BRIDGE DECK 1"x1" JOINT SEALER
AutoCAD SHX Text
REPAIR AREA: A = 54.7± SFCRACK LENGTH = 2.7± FT
AutoCAD SHX Text
BACK OF SIDEWALK TOP ENDPOST FOUNDATION EL. 40.24
AutoCAD SHX Text
SCALE: " = 1'-0"316" = 1'-0" = 1'-0"
AutoCAD SHX Text
%%USOUTHEAST WINGWALL ELEVATION
AutoCAD SHX Text
EL. 15.16
AutoCAD SHX Text
CURTAIN WALL TO END AT FACE OF BACKWALL
AutoCAD SHX Text
CURTAIN WALL TO END AT FASCIA BEAM SEAT
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
21'-9"
AutoCAD SHX Text
21'-9"
AutoCAD SHX Text
TOP ENDPOST FOUNDATION EL. 40.43
AutoCAD SHX Text
CUT LINE EL. 32.41
AutoCAD SHX Text
EL. 33.93
AutoCAD SHX Text
22
AutoCAD SHX Text
3
AutoCAD SHX Text
BACK OF SIDEWALK EL. 39.94
AutoCAD SHX Text
END OF BRIDGE DECK 1"x1" JOINT SEALER
AutoCAD SHX Text
REPAIR AREA: A = 35.2± SFCRACK LENGTH = 2.8± FT
AutoCAD SHX Text
BACK OF SIDEWALK TOP ENDPOST FOUNDATION EL. 40.29
AutoCAD SHX Text
1. = AREA TO BE REPAIRED WITH PATCHING MORTAR OR CAST-IN-PLACE = AREA TO BE REPAIRED WITH PATCHING MORTAR OR CAST-IN-PLACE CONCRETE IF APPROVED BY ENGINEER. THE FINAL REPAIR LIMITS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AND ENGINEER. SEE CONCRETE REPAIR DETAILS ON SHEET 20.20..
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NOTES:
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_019_WWALLS
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19
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
CONCRETE REPAIR DETAILS
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CLEAN AREA PER NOTES
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EPOXY BONDING COMPOUND ALL AROUND (TYP.)
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LIMITS OF SOUND CONCRETE
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EXIST. REINF. BAR (TYP.)
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FACE OF EXIST. CONCRETE
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SCALE: 1 " = 1'-0"12" = 1'-0"
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SHALLOW DEPTH REPAIR
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LIMITS OF CONCRETE
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LIMITS OF CONCRETE
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LIMITS OF CONCRETE
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LIMITS OF SOUND CONCRETE
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EXIST. REINF. BAR (TYP.)
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SCALE: 1 " = 1'-0"12" = 1'-0"
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PARTIAL DEPTH REPAIR
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NEW REINF. BAR, LAP 32 BAR DIA. WIRED TOGETHER
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SAWCUT " DEEP AROUND CONC. 12" DEEP AROUND CONC. AREA TO BE REMOVED (SEE TYPICAL LIMITS OF REPAIR AREA)
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EPOXY BONDING COMPOUND ALL AROUND (TYP.)
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FACE OF EXIST. CONC.
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SCALE: 1 " = 1'-0"12" = 1'-0"
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TYPICAL LIMITS OF REPAIR AREA
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EXPOSED REINFORCING STEEL TO REMAIN (TYP.)
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SAWCUT " DEEP ALL 12" DEEP ALL AROUND REPAIR AREA
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EDGE OF DETERIORATED AREA
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SCALE: 1 " = 1'-0"12" = 1'-0"
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TYPICAL DETERIORATED REINFORCING BAR REPAIR DETAIL
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FACE OF EXIST. CONC.
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EXIST. DETERIORATED REINF. BAR
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PROP. REINF. BAR (GALVANIZED)
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12" SAWCUT (TYP.)
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12" SAWCUT (TYP.)
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0" ALIGN SUPPLEMENTAL REINF. BARS IN SAME PLANE AS EXIST. REINF. BARS
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316" (MIN.) 1 " (MAX.)12" (MAX.)
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3" SURROUNDING REPAIR AREA (TYP.)
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CRACK REPAIR
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NOT TO SCALE
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CRACK GREATER THAN 0.05"
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CLEAN CRACK, INSTALL INJECTION PORTS, SEAL SURFACE OF CRACK BETWEEN PORTS WITH EPOXY RESIN GEL & CURED HARD BEFORE INJECTION OF GROUTING RESIN.
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ANODES CONNECTED FOR ELECTRICAL CONTINUITY (TYP.)
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GALVANIC ENCAPSULATION ANODE (TYP.)
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REINFORCING STEEL
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ELEVATION OF VERTICAL ANODE INSTALLATION
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NOT TO SCALE
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REINFORCING STEEL
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GALVANIC ENCAPSULATION ANODE (TYP.)
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NEW ABUT. AND/OR PIER CONCRETE AS PER CONTRACT
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EXIST. CONCRETE
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PLAN OF VERTICAL ANODE INSTALLATION
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NOT TO SCALE
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CLASS HP " 5000 PSI CONC.38" 5000 PSI CONC.
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SCALE: 1" = 1'-0"
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CONCRETE RE-FACING DETAIL
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DRILL & GROUT #4 BENT BARS @ 4'-0" O.C., E.W. WITH STD. HOOK. MINIMUM EMBEDMENT DEPTH INTO SOUND CONC. = 6"
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NEW ABUT. AND/OR PIER FACE TO MATCH EXIST.
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CHIP ALL EXISTING CONC. TO SPECIFIED DEPTH OR SOUND CONCRETE (5" MAX. UNLESS DIRECTED BY ENGINEER)
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EXIST. REINFORCING (SEE NOTES)
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CHIP 3" MAX. BEYOND ALL EXPOSED REINFORCING OR SOUND CONCRETE, WHICHEVER COMES FIRST.
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SEE NOTE 24 ON SHEET 6 6
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1.SEE SHEET 6 FOR CONCRETE REPAIR NOTES.SEE SHEET 6 FOR CONCRETE REPAIR NOTES.6 FOR CONCRETE REPAIR NOTES. FOR CONCRETE REPAIR NOTES.
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NOTES:
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EXIST. ABUTMENT FACE
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FACE OF GROUT BAGS TO FOLLOW PROFILE OF EXIST. ABUTMENT FACE
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WOVEN OR NONWOVEN PLASTIC FILTER CLOTH
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CLEAN/REMOVE LOOSE SILT DOWN TO BEDROCK PRIOR TO GROUT FILLED BAG INSTALLATION
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RIVER BED/BEDROCK
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GROUT FILLED BAG REVETMENT DETAIL
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NOT TO SCALE
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_020_CONCREPDETL
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20
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
SUBSTRUCTURE DETAILS
(1 OF 3)
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3" SPLIT PVC SCH. 40 PIPE,@ 3'-0" O.C. (WITH END CAP)
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END CAP
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1 "12"
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APPROACH SLAB SEAT
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21
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4
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SCALE: 1 " = 1'-0"12" = 1'-0"
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DETAIL
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21
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B
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SCALE: 3" = 1'-0"
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SECTION
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21
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4
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3" SPLIT PVC SCH. 40PIPE, @ 3'-0" O.C.
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APPROACH SLAB SEAT
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SAWCUT WITHIN SAWCUT
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12"
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1"
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1" CHAMFER
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12"x " BITUMINOUS SEAL 38" BITUMINOUS SEAL (SEE SPECIAL PROVISIONS)
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TOP OF ROADWAY
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TOP OF APPROACH SLAB
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14"x " POLYURETHANE 12" POLYURETHANE ELASTOMERIC JOINT SEALANT (2 PART)
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BACKER ROD (25% LARGER DIAMETER THAN JOINT OPENING)
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12" CLOSED CELL PREFORMED POLYETHYLENE FILLER
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SCALE: 3" = 1'-0"
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DETAIL
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21
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C
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3"
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3"
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TOP OF DECK
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1. ALL REINFORCING IN THESE DETAILS SHALL BE GALVANIZED. ALL REINFORCING IN THESE DETAILS SHALL BE GALVANIZED. 2. ALL CONCRETE SHALL BE CLASS HP " EXCEPT THE APPROACH SLABS, WHICH WILL ALL CONCRETE SHALL BE CLASS HP " EXCEPT THE APPROACH SLABS, WHICH WILL 34" EXCEPT THE APPROACH SLABS, WHICH WILL BE CLASS XX " CONCRETE. 34" CONCRETE. 3. THE TOP OF BACKWALL SHALL BE TROWEL SMOOTHED PARALLEL TO THE PROFILE THE TOP OF BACKWALL SHALL BE TROWEL SMOOTHED PARALLEL TO THE PROFILE GRADE. 4. APPROACH SLAB CONCRETE SHALL BE CLASS XX " CONCRETE. APPROACH SLAB CONCRETE SHALL BE CLASS XX " CONCRETE. 34" CONCRETE. 5. PLACE LONGITUDINAL REINFORCEMENT PARALLEL TO THE CENTERLINE OF PLACE LONGITUDINAL REINFORCEMENT PARALLEL TO THE CENTERLINE OF CONSTRUCTION. 6. PLACE TRANSVERSE REINFORCEMENT PARALLEL TO ABUTMENT. PLACE TRANSVERSE REINFORCEMENT PARALLEL TO ABUTMENT. 7. CUT BARS AS REQUIRED AT TOP EDGE OF BACKWALL.CUT BARS AS REQUIRED AT TOP EDGE OF BACKWALL.
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ABUTMENT/BACKWALL NOTES:
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APPROACH SLAB NOTES:
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PENETRATION DETAIL NOTES:
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EL. 29.29± (N. ABUT.)EL. 32.41± (S. ABUT.)
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SCALE: " = 1'-0"34" = 1'-0" = 1'-0"
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%%UTYPICAL ABUTMENT SECTION @ ROADWAY
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TOP OF BEAM SEAT
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12"x1" POLYURETHANE ELASTOMERIC JOINT SEALANT (2 PART) OVER BACKER ROD
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1" CLOSED CELL PREFORMED POLYETHYLENE FOAM FILLER
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BRG. STIFFENER
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7 " DECK SLAB 12" DECK SLAB
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WATERPROOFING MEMBRANE
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3" HMA WEARING SURFACE
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BRG.
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12" CLOSED CELL PREFORMED POLYETHYLENE FOAM FILLER
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3"x6" KEY
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LIMIT OF BITUMINOUS DAMP PROOFING (TYP.)
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6"x6" BEVEL
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GRAVEL BASE
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ROADWAY
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ROADWAY
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HMA BASE
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#7 @ 12"
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14'-0" APPROACH SLAB
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14'-0" APPROACH SLAB
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#6 @ 12", 18" LONG
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3" SPLIT PVC SCH. 40 PIPE
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LIMITS OF WATERPROOFING MEMBRANE
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14"x " POLYURETHANE ELASTOMERIC JOINT 12" POLYURETHANE ELASTOMERIC JOINT SEALER (2 PART) OVER BACKER ROD
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EXIST. #5 @ 12"
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EXIST. #5 @ 18"
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BACK OF EXIST. ABUT.
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FACE OF ABUT. TO MATCH EXIST.
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#5 @ 12" E.F.
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(2) #4 ADD'L
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(3)#6 BARS#6 BARS
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ROUGHEN SURFACE (AMPLITUDE " MIN., " MAX.)18" MIN., " MAX.)14" MAX.)
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21
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C
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DETAIL
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21
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D
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DETAIL
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21
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B
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DETAIL
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EXIST. ABUT.
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SCALE: " = 1'-0"34" = 1'-0" = 1'-0"
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%%UTYPICAL BACKWALL SECTION @ SIDEWALK
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NOTE: FOR INFORMATION NOT SHOWN IN THIS DETAIL SEE TYPICAL BACKWALL SECTION @ ROADWAY.
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TOP OF BRIDGE SIDWALK
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BRIDGE SIDEWALK POUR
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BRIDGE DECK POUR
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1" CLOSED CELL PREFORMED POLYETHYLENE FOAM FILLER
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12"x1" POLYURETHANE ELASTOMERIC JOINT SEALANT (2 PART)
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FRONT FACE OF BACKWALL
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APPROACH SIDEWALK (SEE HWY. DWGS.)
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12" CLOSED CELL PREFORMED POLYETHYLENE FOAM FILLER
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14"x " POLYURETHANE ELASTOMERIC 12" POLYURETHANE ELASTOMERIC JOINT SEALANT (2 PART)
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REAR FACE OF BACKWALL
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BRG.
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21
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B
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DETAIL
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TOP OF BEAM SEAT
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34" CHAMFER (TYP.)
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SCALE: 3" = 1'-0"
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DETAIL
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21
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D
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SCALE: " = 1'-0"34" = 1'-0" = 1'-0"
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%%UBACKWALL SECTION @ 12" GAS MAIN
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TOP OF BRIDGE SIDWALK
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BRIDGE SIDEWALK POUR
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BRIDGE DECK POUR
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APPROACH SIDEWALK (SEE HWY. DWGS.)
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12" CLOSED CELL PREFORMED POLYETHYLENE FOAM FILLER
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14"x " POLYURETHANE ELASTOMERIC 12" POLYURETHANE ELASTOMERIC JOINT SEALANT (2 PART)
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BRG.
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T
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STEEL PLATE PROTECTION TO BE INSTALLED PER NATIONAL GRID STD. DWG. CNST-6030. STEEL PLATE TO EXTEND TO A POINT WHERE THE GAS MAIN IS GREATER THAN 2'-0" DEEP
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12"x45° WELD ELBOW
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(2) WIRE TEST STATION WITH (4) 17# ANODES
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12" TRANSITION FITTING
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12" PLASTIC
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12"x16" CCI MODEL ESC END SEAL
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(3) CCI 12"x16" CASING SPACERS POLYETHYLENE CENTER RESTRAINED (EQUALLY SPACED)
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16" CCI PVC WALL SLEEVE (WS-PL01630)
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2'-0"
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2'-0"
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(12) WRAP IT LINK SEALS (WL425-C)
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12" STEEL GAS MAIN
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STEEL REINFORCING CUT BAND "B"
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STEEL REINFORCING CUT BAND "B"
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HORIZ. OR VERT. BAR DEVELOPMENT LENGTH (SEE NOTE 7)
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(2) - DIAGONAL BARS TO MATCH TYPICAL WALL REINFORCING FOR EACH REINFORCING LAYER (TYPICAL, ALL AROUND OPENING)
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ROUND OPENING
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STEEL REINFORCING CUT BAND "B"
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HORIZ. OR VERT. BAR DEVELOPMENT LENGTH (SEE NOTE 7)
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(2) - DIAGONAL BARS TO MATCH TYPICAL WALL REINFORCING FOR EACH REINFORCING LAYER (TYPICAL, ALL AROUND OPENING)
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RECTANGULAR OPENING
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SCALE: " = 1'-0"12" = 1'-0"
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TYPICAL PENETRATION DETAIL - ROUND
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SCALE: " = 1'-0"12" = 1'-0"
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TYPICAL PENETRATION DETAIL - RECTANGULAR
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STEEL REINFORCING CUT BAND "B"
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_021_SUBSTDETL001
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21
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
SUBSTRUCTURE DETAILS
(2 OF 3)
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SCALE: " = 1'-0"12" = 1'-0" = 1'-0"
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%%UCAST-IN-PLACE END POST ELEVATION
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3'-10 "58"
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3'-10 "58"
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22
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6
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22
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5
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7
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22
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6'-6"
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6'-6"
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2'-0"±
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2'-0"±
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2'-0"±
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2'-0"±
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EXIST. WINGWALL
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TOP OF SIDEWALK
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SEE SHEET 36 FOR END FOR END POST DETAILS
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CONST. JT. (RAKE FINISH)
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SAWCUT LINE
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TOP OF APPROACH SIDEWALK
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VARIES
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VARIES
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6'-6"
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6'-6"
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2'-7" LAP
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2'-7" LAP
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#5
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CONST. JOINT (RAKE FINISH)
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SCALE: " = 1'-0"12" = 1'-0"
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SECTION
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22
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6
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12" PREFORMED JOINT FILLER
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P.T.
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15"
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15"
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R = 24'-4 "12"
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#5 @ 6"
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SCALE: " = 1'-0"12" = 1'-0"
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SECTION
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22
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7
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EL. VARIES
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TOP OF SIDEWALK
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12" PREFORMED FILLER
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SCALE: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
SECTION
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19
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3
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EXIST. #6 @ 12" VERTICAL REINFORCING TO REMAIN (CUT AS REQUIRED)
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#4
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1" CHAMFER (TYP.)
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#5 @ 12"
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EL. VARIES
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#5
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NOTES:
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1. ENDPOST AND ENDPOST FOUNDATION CONCRETE TO ENDPOST AND ENDPOST FOUNDATION CONCRETE TO BE CLASS HP 3/4 IN. 5000 PSI CEMENT CONCRETE. 2. END POST FOUNDATION STEEL REINFORCING SHOWN END POST FOUNDATION STEEL REINFORCING SHOWN ONLY. ENDPOST REINFORCING NOT SHOWN FOR CLARITY. SEE SHEET 36 FOR ENDPOST DETAILS.36 FOR ENDPOST DETAILS. FOR ENDPOST DETAILS.
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TOP OF APPROACH SIDEWALK
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3'-10 "58"
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3'-10 "58"
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6'-6"
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6'-6"
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2'-7" LAP
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2'-7" LAP
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#5
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CONST. JOINT (RAKE FINISH)
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SCALE: " = 1'-0"12" = 1'-0"
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SECTION
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22
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5
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12" PREFORMED JOINT FILLER
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1" CHAMFER
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12" CLOSED CELL FOAM
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BACK OF WINGWALL CAP
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FACE OF BACKWALL
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1'-10 "12"
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1'-10 "12"
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#4 @8" (TYP)
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#4 @8" (TYP)
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22
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8
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CURTAIN WALL SECTION
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SCALE: 1" = 1'-0"
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END OF BRIDGE DECK
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#5 @ 12"
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LONG. REINF. (VARIES)
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TOP OF BACKWALL
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TOP OF CURTAIN WALL
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CURTAIN WALL STEP
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1" CHAMFER (TYP.)
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#4 @8" (TYP)
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#4 @8" (TYP)
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1" CLOSED CELL FOAM
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TOP OF BRIDGE SEAT
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APPROACH SLAB SHELF
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SCALE: 1" = 1'-0"
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SECTION
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22
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8
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12" CLOSED CELL FOAM @ UNDERSIDE OF BRIDGE DECK
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1'-1"
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1'-1"
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_022_SUBSTDETL002
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22
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BHO-0185(001)
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AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
SUBSTRUCTURE DETAILS
(3 OF 3)
AutoCAD SHX Text
FACE OF PIER (TYP.)
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EDGE OF BEAM BOTTOM FLANGE (TYP.)
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SCALE: 1" = 1'-0"
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%%UPLAN - INTERMEDIATE KEEPER BLOCK @ PIER
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23
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9
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BEAM
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BEAM
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BEAM
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BEAM
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GALV. L6 (EA. SIDE, TYP.)
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1. TOP OF KEEPER BLOCK SHALL BE TROWELED SMOOTH TOP OF KEEPER BLOCK SHALL BE TROWELED SMOOTH PARALLEL TO PROFILE GRADE. 2. PIER REINFORCEMENT BELOW CONSTRUCTION JOINT HAS PIER REINFORCEMENT BELOW CONSTRUCTION JOINT HAS BEEN OMITTED FOR CLARITY.
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NOTES:
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1'-6" MIN.
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1'-6" MIN.
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(3) " GALV. EXP. 14" GALV. EXP.BOLTS W/ 4" EMBED.
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#5 BARS (TYP.)
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CONCRETE RESTRAINT
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GALV. L6x3 x BY 2'-8" 12x BY 2'-8" 516 BY 2'-8" LG. PROVIDE " GAP 14" GAP BETWEEN ANGLE AND BRG. ASSEMBLY (EA. SIDE, TYP.)
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BEAM
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BEAM
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TOP OF BEAM SEAT
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SCALE: 1" = 1'-0"
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SECTION
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23
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9
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23
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E
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DETAIL
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SHIM AS REQ'D AT LOWER BEAM SEAT
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1" I.D. PIPE OR SHIELD WITH CAP
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#6 @ 18"
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12" PREFORMED FILLER
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SCALE: " = 1'-0"12" = 1'-0"
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%%UPANEL DETAIL AT ABUTMENT
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EXIST. BEAM SEAT
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(3) - " EXP. BOLTS. 14" EXP. BOLTS.4" MIN. EMBED.
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GALV. L6
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BEAM FLANGE
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SOLE
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ELASTOMERIC BRG.
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SCALE: 3" = 1'-0"
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DETAIL
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23
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E
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FACE OF ABUTMENT CAP
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FACE OF CURB
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APPROACH SLAB
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FRONT FACE OF BACKWALL
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BACK FACE OF BACKWALL
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14"x " POLYURETHANE ELASTOMERIC 12" POLYURETHANE ELASTOMERIC JOINT SEALANT (2 PART)
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23
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11
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23
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10
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SCALE: " = 1'-0"12" = 1'-0"
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PLAN AT SIDEWALK
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FOUR BAR TL-4 RAIL
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x
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x
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x
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x
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x
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x
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x
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x
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x
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APPROACH SIDEWALK
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12"x " POLYURETHANE 12" POLYURETHANE JOINT SEALANT
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EXIST. WINGWALL
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SCALE: " = 1'-0"12" = 1'-0"
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SECTION
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23
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10
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3" ROADWAY HMA WEARING SURFACE COURSE
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1'-2" APPROACH SLAB
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BOTTOM OF APPROACH SLAB AT HAUNCH
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FOUR BAR TL-4 RAIL
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TOP OF ROADWAY
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TOP OF DECK
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TOP OF APPROACH SLAB (BEYOND)
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BOTTOM OF DECK HAUNCH
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TOP OF BACKWALL
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TOP OF CURTAIN WALL
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APPROACH SLAB SEAT (AT HAUNCH)
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1'-2" APPROACH SLAB (BEYOND)
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TOP OF SIDEWALK
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SCALE: " = 1'-0"12" = 1'-0"
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SECTION
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23
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11
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BAY
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BAYS 7 & 19
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UTILITY
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5'-6"
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6'-9"
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5'-6"
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"A"
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TABLE 1
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(8) 5" NATIONAL GRID DUCTS (ELECTRIC)
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(2) 6" SEWER LINES
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12" GAS LINE
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BAYS 8 & 20
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BAYS 9 & 21
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2 RECESSED LIFT HOOKS REQUIRED USE #5 COATED REBAR AT QUARTER POINTS
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2" DEEP JOINT SEALER
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12" CLOSED CELL FOAM (TYP.)
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UTILITY (SIZE AND CONFIGURATION VARIES
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SCALE: 1" = 1'-0"
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REMOVABLE PANEL DETAIL
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6"
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6"
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_023_SUBSTDETL003
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23
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
FRAMING PLAN
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U1
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D3
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D3
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D2
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D1
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D1
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D2
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D1
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D1
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D1
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D1
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D1
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U1
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D3
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D3
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D3
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D1
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D1
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D1
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D1
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D1
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D1
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D1
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D1
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D1
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D1
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D3
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D3
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B-1
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B-2
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B-3
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B-4
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B-5
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B-6
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B-14
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B-16
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B-22
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B-23
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B-24
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BRG. NORTH ABUT. STA. 53+48.62
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PIER
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BRG. SOUTH ABUT. STA. 55+04.62
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BRG. SPAN 1 STA. 54+26.00
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BRG. SPAN 2 STA. 54+27.25
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ROUTE 5
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S51°56'01"E
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54+00
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55+00
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SCALE: " = 1'-0"332" = 1'-0"
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FRAMING PLAN
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U1
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D2
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D2
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D2
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D2
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U1
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D2
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D2
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D2
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D2
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D2
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U1
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U1
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D2
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D2
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D2
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D2
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D2
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U1
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U1
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D2
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D2
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D2
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D2
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D2
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U1
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U1
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D2
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D2
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D2
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D2
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D2
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U1
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D4
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D3
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D3
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D3
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D3
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D4
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D4
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D4
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D4
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D3
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D3
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D4
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D4
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D4
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U2
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U2
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DIAPHRAGM SPACING (TYP.)
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UTILITY SUPPORT SPACING
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D2
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D1
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D1
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D1
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D1
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D2
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D2
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D2
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D2
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D2
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BRG. (ABUT.)
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BRG. (PIER.)
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DIAPHRAGM SPACING
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NOT TO SCALE
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BEAM ELEVATION
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[SPAN 1 SHOWN, SPAN 2 MIRRORED]
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SHEAR STUD SPACING
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BEAM SCHEDULE
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NUMBER
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1, 12, 13, 24
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2-11, 14-23
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SIZE
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W36x160
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BEAM
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W36x160
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D
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SHEAR CONNECTOR SPACING
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2 SPACES @ 12 " = 2'-0 "14" = 2'-0 "12"
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C
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17 SPACES @ 16" = 22'-8"
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B
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10 SPACES @ 12" = 10'-0"
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A
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6 SPACES @ 10" = 5'-0"
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2 SPACES @ 6 " = 1'-0 "14" = 1'-0 "12"
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7 SPACES @ 14" = 8'-2"
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15 SPACES @ 12" = 15'-0"
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18 SPACES @ 10" = 15'-0"
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1. D1 = MC18x42.7 (TYP. END DIAPHRAGM) D1 = MC18x42.7 (TYP. END DIAPHRAGM) D2 = MC18x42.7 (TYP. INTERMEDIATE DIAPHRAGM) D3 = W27x94 (TYP. UTILITY SUPPORT AT END DIAPHRAGM) D4 = W27x94 (TYP. UTILITY SUPPORT AT INTERMEDIATE DIAPHRAGM) U1 = W4x13 & L3x3x " (TYP. UTILITY SUPPORT AT INTERMEDIATE DIAPHRAGM UNDER SIDEWALK) 38" (TYP. UTILITY SUPPORT AT INTERMEDIATE DIAPHRAGM UNDER SIDEWALK) U2 = W4x13 (TYP. UTILITY SUPPORT BETWEEN INTERMEDIATE DIAPHRAGM LOCATIONS) 2. ALL STEEL SHALL CONFORM TO AASHTO M270, GRADE 50. ALL STEEL SHALL CONFORM TO AASHTO M270, GRADE 50. 3. ALL STRUCTURAL STEEL SHALL BE METALIZED AND PAINTED FEDERAL STANDARD 25183. ALL STRUCTURAL STEEL SHALL BE METALIZED AND PAINTED FEDERAL STANDARD 25183.
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FRAMING PLAN NOTES:
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1. ELEVATIONS OF BEAMS ARE GIVEN AT THE CENTERLINE OF BEARINGS OF EACH BEAM AND AT THE ELEVATIONS OF BEAMS ARE GIVEN AT THE CENTERLINE OF BEARINGS OF EACH BEAM AND AT THE QUARTER POINTS OF EACH SPAN. 2. XX.XX ELEVATIONS GIVEN ARE THEORETICAL FINAL GRADES ON TOP OF CONCRETE DECK AT XX.XX ELEVATIONS GIVEN ARE THEORETICAL FINAL GRADES ON TOP OF CONCRETE DECK AT CENTERLINE OF BEAM. 3. (XX.XX) ELEVATIONS GIVEN IN PARENTHESES ARE THEORETICAL GRADES ON TOP OF BEAMS (XX.XX) ELEVATIONS GIVEN IN PARENTHESES ARE THEORETICAL GRADES ON TOP OF BEAMS BEFORE PLACING CONCRETE. 4. X.XX FIGURES IN RECTANGLES ARE DEAD LOAD DEFLECTIONS IN INCHES CAUSED BY THE WEIGHT X.XX FIGURES IN RECTANGLES ARE DEAD LOAD DEFLECTIONS IN INCHES CAUSED BY THE WEIGHT OF THE CONCRETE DECK. 5. X.XX FIGURES IN CIRCLES ARE SUPERIMPOSED DEAD LOAD DEFLECTIONS IN INCHES CAUSED BY X.XX FIGURES IN CIRCLES ARE SUPERIMPOSED DEAD LOAD DEFLECTIONS IN INCHES CAUSED BY THE WEIGHT OF RAILINGS, RAIL BASE, AND CURBS.
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DECK GRADE NOTES:
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35.66
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(34.86)
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0.00
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0.00
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35.77
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(34.97)
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0.00
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0.00
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35.88
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(35.08)
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0.00
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0.00
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35.99
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(35.19)
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0.00
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0.00
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36.10
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(35.30)
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0.00
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0.00
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36.21
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(35.41)
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0.00
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0.00
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36.58
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(35.88)
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36.36
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(35.66)
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36.25
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(35.55)
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36.14
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(35.44)
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1.10
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0.58
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36.03
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(35.32)
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1.00
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0.62
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36.47
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(35.77)
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36.41
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(35.73)
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1.41
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0.87
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36.52
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(35.85)
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1.54
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0.82
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36.63
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(35.96)
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36.74
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(36.07)
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36.85
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(36.18)
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36.96
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(36.29)
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37.33
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(36.63)
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37.11
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(36.41)
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37.00
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(36.30)
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36.89
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(36.19)
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1.10
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0.58
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36.78
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(36.07)
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1.00
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0.62
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37.22
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(36.52)
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37.56
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(36.85)
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37.67
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(36.97)
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37.78
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(37.08)
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37.89
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(37.19)
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38.00
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(37.30)
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38.11
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(37.41)
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38.48
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(37.82)
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38.26
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(37.60)
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38.15
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(37.49)
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38.04
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(37.38)
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37.93
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(37.26)
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38.37
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(37.71)
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38.31
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(37.60)
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38.42
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(37.72)
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38.53
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(37.83)
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38.64
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(37.94)
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38.75
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(38.05)
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38.86
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(38.16)
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39.23
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(38.44)
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0.00
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0.00
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39.01
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(38.22)
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0.00
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0.00
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38.90
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(38.11)
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0.00
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0.00
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38.79
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(38.00)
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0.00
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0.00
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38.68
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(37.89)
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0.00
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0.00
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39.12
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(38.33)
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0.00
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0.00
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37.16
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(36.37)
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0.00
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0.00
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37.27
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(36.48)
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0.00
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0.00
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37.38
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(36.59)
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0.00
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0.00
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37.49
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(36.70)
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0.00
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0.00
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(36.81)
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0.00
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0.00
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37.71
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(36.92)
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0.00
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0.00
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37.60
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37.18
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(36.39)
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0.00
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0.00
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37.29
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(36.50)
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0.00
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0.00
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37.40
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(36.61)
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0.00
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0.00
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37.51
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(36.72)
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0.00
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0.00
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0.00
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0.00
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37.73
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(36.94)
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0.00
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0.00
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37.62
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(36.83)
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14 PT.
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12 PT.
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34 PT.
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14 PT.
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12 PT.
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34 PT.
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B-1
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BRG. SPAN 1 N39°03'59"E
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BRG. SPAN 2 N39°03'59"E
AutoCAD SHX Text
BRG. N. ABUT. N39°03'59"E
AutoCAD SHX Text
BRG. S. ABUT. N39°03'59"E
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DECK GRADES
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.41
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
0.30
AutoCAD SHX Text
1.54
AutoCAD SHX Text
0.42
AutoCAD SHX Text
1.10
AutoCAD SHX Text
0.30
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
36.21
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
36.58
AutoCAD SHX Text
36.96
AutoCAD SHX Text
37.33
AutoCAD SHX Text
37.71
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
36.10
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
36.47
AutoCAD SHX Text
36.85
AutoCAD SHX Text
37.22
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.60
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
35.99
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
36.36
AutoCAD SHX Text
36.74
AutoCAD SHX Text
37.11
AutoCAD SHX Text
37.49
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
35.88
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
36.25
AutoCAD SHX Text
36.63
AutoCAD SHX Text
37.00
AutoCAD SHX Text
37.38
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
0.30
AutoCAD SHX Text
1.54
AutoCAD SHX Text
0.42
AutoCAD SHX Text
1.10
AutoCAD SHX Text
0.30
AutoCAD SHX Text
35.77
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
36.14
AutoCAD SHX Text
1.10
AutoCAD SHX Text
0.58
AutoCAD SHX Text
36.52
AutoCAD SHX Text
1.54
AutoCAD SHX Text
0.82
AutoCAD SHX Text
36.89
AutoCAD SHX Text
1.10
AutoCAD SHX Text
0.58
AutoCAD SHX Text
37.27
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
35.66
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
36.03
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.62
AutoCAD SHX Text
36.41
AutoCAD SHX Text
1.41
AutoCAD SHX Text
0.87
AutoCAD SHX Text
36.78
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.62
AutoCAD SHX Text
37.16
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
38.11
AutoCAD SHX Text
38.48
AutoCAD SHX Text
38.86
AutoCAD SHX Text
39.23
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.73
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
38.00
AutoCAD SHX Text
38.37
AutoCAD SHX Text
38.75
AutoCAD SHX Text
39.12
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.62
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
37.89
AutoCAD SHX Text
38.26
AutoCAD SHX Text
38.64
AutoCAD SHX Text
39.01
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.51
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
37.78
AutoCAD SHX Text
38.15
AutoCAD SHX Text
38.53
AutoCAD SHX Text
38.90
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.40
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
37.67
AutoCAD SHX Text
38.04
AutoCAD SHX Text
38.42
AutoCAD SHX Text
38.79
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.29
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.10
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.10
AutoCAD SHX Text
37.56
AutoCAD SHX Text
37.93
AutoCAD SHX Text
38.31
AutoCAD SHX Text
38.68
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
37.18
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.41
AutoCAD SHX Text
1.00
AutoCAD SHX Text
W.P. #4
AutoCAD SHX Text
W.P. #1
AutoCAD SHX Text
(35.41)
AutoCAD SHX Text
(35.88)
AutoCAD SHX Text
(36.29)
AutoCAD SHX Text
(36.63)
AutoCAD SHX Text
(36.92)
AutoCAD SHX Text
(35.30)
AutoCAD SHX Text
(35.77)
AutoCAD SHX Text
(36.18)
AutoCAD SHX Text
(36.52)
AutoCAD SHX Text
(36.81)
AutoCAD SHX Text
(35.19)
AutoCAD SHX Text
(35.66)
AutoCAD SHX Text
(36.07)
AutoCAD SHX Text
(36.41)
AutoCAD SHX Text
(36.70)
AutoCAD SHX Text
(35.08)
AutoCAD SHX Text
(35.55)
AutoCAD SHX Text
(35.96)
AutoCAD SHX Text
(36.30)
AutoCAD SHX Text
(36.59)
AutoCAD SHX Text
(34.97)
AutoCAD SHX Text
(35.44)
AutoCAD SHX Text
(35.85)
AutoCAD SHX Text
(36.19)
AutoCAD SHX Text
(36.48)
AutoCAD SHX Text
(34.86)
AutoCAD SHX Text
(35.32)
AutoCAD SHX Text
(35.73)
AutoCAD SHX Text
(36.07)
AutoCAD SHX Text
(36.37)
AutoCAD SHX Text
(37.41)
AutoCAD SHX Text
(37.82)
AutoCAD SHX Text
(38.16)
AutoCAD SHX Text
(38.44)
AutoCAD SHX Text
(36.94)
AutoCAD SHX Text
(37.30)
AutoCAD SHX Text
(37.71)
AutoCAD SHX Text
(38.05)
AutoCAD SHX Text
(38.33)
AutoCAD SHX Text
(36.83)
AutoCAD SHX Text
(37.19)
AutoCAD SHX Text
(37.60)
AutoCAD SHX Text
(37.94)
AutoCAD SHX Text
(38.22)
AutoCAD SHX Text
(36.72)
AutoCAD SHX Text
(37.08)
AutoCAD SHX Text
(37.49)
AutoCAD SHX Text
(37.83)
AutoCAD SHX Text
(38.11)
AutoCAD SHX Text
(36.61)
AutoCAD SHX Text
(36.97)
AutoCAD SHX Text
(37.38)
AutoCAD SHX Text
(37.72)
AutoCAD SHX Text
(38.00)
AutoCAD SHX Text
(36.50)
AutoCAD SHX Text
(36.85)
AutoCAD SHX Text
(37.26)
AutoCAD SHX Text
(37.60)
AutoCAD SHX Text
(37.89)
AutoCAD SHX Text
(36.39)
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.58
AutoCAD SHX Text
0.62
AutoCAD SHX Text
0.87
AutoCAD SHX Text
0.82
AutoCAD SHX Text
0.58
AutoCAD SHX Text
0.62
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.58
AutoCAD SHX Text
0.82
AutoCAD SHX Text
0.58
AutoCAD SHX Text
0.62
AutoCAD SHX Text
0.87
AutoCAD SHX Text
0.62
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.30
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.30
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_024_FRAMINGPLAN
AutoCAD SHX Text
24
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
→
→
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
CAMBER & TOP OF
FORM ELEVATIONS
AutoCAD SHX Text
TOP OF FORM ELEVATIONS FOR DECK SLAB PRIOR TO PLACEMENT OF CONCRETE
AutoCAD SHX Text
BEAM NO.
AutoCAD SHX Text
CL BRG. N. ABUT.
AutoCAD SHX Text
SPAN 1 - INCREASING STATIONS
AutoCAD SHX Text
CL BRG. PIER
AutoCAD SHX Text
1/10 PT.
AutoCAD SHX Text
2/10 PT.
AutoCAD SHX Text
3/10 PT.
AutoCAD SHX Text
4/10 PT.
AutoCAD SHX Text
5/10 PT.
AutoCAD SHX Text
6/10 PT.
AutoCAD SHX Text
7/10 PT.
AutoCAD SHX Text
8/10 PT.
AutoCAD SHX Text
9/10 PT.
AutoCAD SHX Text
B-1
AutoCAD SHX Text
35.03
AutoCAD SHX Text
35.24
AutoCAD SHX Text
35.44
AutoCAD SHX Text
35.64
AutoCAD SHX Text
35.81
AutoCAD SHX Text
35.97
AutoCAD SHX Text
36.11
AutoCAD SHX Text
36.24
AutoCAD SHX Text
36.34
AutoCAD SHX Text
36.44
AutoCAD SHX Text
36.53
AutoCAD SHX Text
B-2
AutoCAD SHX Text
35.14
AutoCAD SHX Text
35.35
AutoCAD SHX Text
35.56
AutoCAD SHX Text
35.75
AutoCAD SHX Text
35.93
AutoCAD SHX Text
36.09
AutoCAD SHX Text
36.23
AutoCAD SHX Text
36.35
AutoCAD SHX Text
36.46
AutoCAD SHX Text
36.55
AutoCAD SHX Text
36.64
AutoCAD SHX Text
B-3
AutoCAD SHX Text
35.25
AutoCAD SHX Text
35.45
AutoCAD SHX Text
35.65
AutoCAD SHX Text
35.83
AutoCAD SHX Text
36.01
AutoCAD SHX Text
36.17
AutoCAD SHX Text
36.31
AutoCAD SHX Text
36.44
AutoCAD SHX Text
36.55
AutoCAD SHX Text
36.65
AutoCAD SHX Text
36.75
AutoCAD SHX Text
B-4
AutoCAD SHX Text
35.36
AutoCAD SHX Text
35.56
AutoCAD SHX Text
35.76
AutoCAD SHX Text
35.94
AutoCAD SHX Text
36.12
AutoCAD SHX Text
36.28
AutoCAD SHX Text
36.42
AutoCAD SHX Text
36.55
AutoCAD SHX Text
36.66
AutoCAD SHX Text
36.76
AutoCAD SHX Text
36.86
AutoCAD SHX Text
B-5
AutoCAD SHX Text
35.47
AutoCAD SHX Text
35.67
AutoCAD SHX Text
35.87
AutoCAD SHX Text
36.05
AutoCAD SHX Text
36.23
AutoCAD SHX Text
36.39
AutoCAD SHX Text
36.53
AutoCAD SHX Text
36.66
AutoCAD SHX Text
36.77
AutoCAD SHX Text
36.87
AutoCAD SHX Text
36.97
AutoCAD SHX Text
B-6
AutoCAD SHX Text
35.58
AutoCAD SHX Text
35.78
AutoCAD SHX Text
35.98
AutoCAD SHX Text
36.16
AutoCAD SHX Text
36.34
AutoCAD SHX Text
36.50
AutoCAD SHX Text
36.64
AutoCAD SHX Text
36.77
AutoCAD SHX Text
36.88
AutoCAD SHX Text
36.98
AutoCAD SHX Text
37.08
AutoCAD SHX Text
B-7
AutoCAD SHX Text
35.58
AutoCAD SHX Text
35.78
AutoCAD SHX Text
35.98
AutoCAD SHX Text
36.16
AutoCAD SHX Text
36.34
AutoCAD SHX Text
36.50
AutoCAD SHX Text
36.64
AutoCAD SHX Text
36.77
AutoCAD SHX Text
36.88
AutoCAD SHX Text
36.98
AutoCAD SHX Text
37.08
AutoCAD SHX Text
B-8
AutoCAD SHX Text
35.47
AutoCAD SHX Text
35.67
AutoCAD SHX Text
35.87
AutoCAD SHX Text
36.05
AutoCAD SHX Text
36.23
AutoCAD SHX Text
36.39
AutoCAD SHX Text
36.53
AutoCAD SHX Text
36.66
AutoCAD SHX Text
36.77
AutoCAD SHX Text
36.87
AutoCAD SHX Text
36.97
AutoCAD SHX Text
B-9
AutoCAD SHX Text
35.36
AutoCAD SHX Text
35.56
AutoCAD SHX Text
35.76
AutoCAD SHX Text
35.94
AutoCAD SHX Text
36.12
AutoCAD SHX Text
36.28
AutoCAD SHX Text
36.42
AutoCAD SHX Text
36.55
AutoCAD SHX Text
36.66
AutoCAD SHX Text
36.76
AutoCAD SHX Text
36.86
AutoCAD SHX Text
B-10
AutoCAD SHX Text
35.25
AutoCAD SHX Text
35.45
AutoCAD SHX Text
35.65
AutoCAD SHX Text
35.83
AutoCAD SHX Text
36.01
AutoCAD SHX Text
36.17
AutoCAD SHX Text
36.31
AutoCAD SHX Text
36.44
AutoCAD SHX Text
36.55
AutoCAD SHX Text
36.65
AutoCAD SHX Text
36.75
AutoCAD SHX Text
B-11
AutoCAD SHX Text
35.14
AutoCAD SHX Text
35.35
AutoCAD SHX Text
35.56
AutoCAD SHX Text
35.75
AutoCAD SHX Text
35.93
AutoCAD SHX Text
36.09
AutoCAD SHX Text
36.23
AutoCAD SHX Text
36.35
AutoCAD SHX Text
36.46
AutoCAD SHX Text
36.55
AutoCAD SHX Text
36.64
AutoCAD SHX Text
B-12
AutoCAD SHX Text
35.03
AutoCAD SHX Text
35.24
AutoCAD SHX Text
35.44
AutoCAD SHX Text
35.64
AutoCAD SHX Text
35.81
AutoCAD SHX Text
35.97
AutoCAD SHX Text
36.11
AutoCAD SHX Text
36.24
AutoCAD SHX Text
36.34
AutoCAD SHX Text
36.44
AutoCAD SHX Text
36.53
AutoCAD SHX Text
TOP OF FORM ELEVATIONS FOR DECK SLAB PRIOR TO PLACEMENT OF CONCRETE
AutoCAD SHX Text
BEAM NO.
AutoCAD SHX Text
CL BRG. PIER
AutoCAD SHX Text
SPAN 2 - INCREASING STATIONS
AutoCAD SHX Text
CL BRG. S. ABUT.
AutoCAD SHX Text
1/10 PT.
AutoCAD SHX Text
2/10 PT.
AutoCAD SHX Text
3/10 PT.
AutoCAD SHX Text
4/10 PT.
AutoCAD SHX Text
5/10 PT.
AutoCAD SHX Text
6/10 PT.
AutoCAD SHX Text
7/10 PT.
AutoCAD SHX Text
8/10 PT.
AutoCAD SHX Text
9/10 PT.
AutoCAD SHX Text
B-13
AutoCAD SHX Text
36.56
AutoCAD SHX Text
36.77
AutoCAD SHX Text
36.97
AutoCAD SHX Text
37.16
AutoCAD SHX Text
37.34
AutoCAD SHX Text
37.50
AutoCAD SHX Text
37.64
AutoCAD SHX Text
37.76
AutoCAD SHX Text
37.87
AutoCAD SHX Text
37.97
AutoCAD SHX Text
38.06
AutoCAD SHX Text
B-14
AutoCAD SHX Text
36.67
AutoCAD SHX Text
36.88
AutoCAD SHX Text
37.08
AutoCAD SHX Text
37.28
AutoCAD SHX Text
37.45
AutoCAD SHX Text
37.61
AutoCAD SHX Text
37.75
AutoCAD SHX Text
37.88
AutoCAD SHX Text
37.98
AutoCAD SHX Text
38.08
AutoCAD SHX Text
38.17
AutoCAD SHX Text
B-15
AutoCAD SHX Text
36.78
AutoCAD SHX Text
36.98
AutoCAD SHX Text
37.17
AutoCAD SHX Text
37.36
AutoCAD SHX Text
37.53
AutoCAD SHX Text
37.69
AutoCAD SHX Text
37.83
AutoCAD SHX Text
37.96
AutoCAD SHX Text
38.07
AutoCAD SHX Text
38.18
AutoCAD SHX Text
38.28
AutoCAD SHX Text
B-16
AutoCAD SHX Text
36.89
AutoCAD SHX Text
37.09
AutoCAD SHX Text
37.28
AutoCAD SHX Text
37.47
AutoCAD SHX Text
37.64
AutoCAD SHX Text
37.80
AutoCAD SHX Text
37.94
AutoCAD SHX Text
38.07
AutoCAD SHX Text
38.18
AutoCAD SHX Text
38.29
AutoCAD SHX Text
38.39
AutoCAD SHX Text
B-17
AutoCAD SHX Text
37.00
AutoCAD SHX Text
37.20
AutoCAD SHX Text
37.39
AutoCAD SHX Text
37.58
AutoCAD SHX Text
37.75
AutoCAD SHX Text
37.91
AutoCAD SHX Text
38.05
AutoCAD SHX Text
38.18
AutoCAD SHX Text
38.29
AutoCAD SHX Text
38.40
AutoCAD SHX Text
38.50
AutoCAD SHX Text
B-18
AutoCAD SHX Text
37.11
AutoCAD SHX Text
37.31
AutoCAD SHX Text
37.50
AutoCAD SHX Text
37.69
AutoCAD SHX Text
37.86
AutoCAD SHX Text
38.02
AutoCAD SHX Text
38.16
AutoCAD SHX Text
38.29
AutoCAD SHX Text
38.40
AutoCAD SHX Text
38.51
AutoCAD SHX Text
38.61
AutoCAD SHX Text
B-19
AutoCAD SHX Text
37.11
AutoCAD SHX Text
37.31
AutoCAD SHX Text
37.50
AutoCAD SHX Text
37.69
AutoCAD SHX Text
37.86
AutoCAD SHX Text
38.02
AutoCAD SHX Text
38.16
AutoCAD SHX Text
38.29
AutoCAD SHX Text
38.40
AutoCAD SHX Text
38.51
AutoCAD SHX Text
38.61
AutoCAD SHX Text
B-20
AutoCAD SHX Text
37.00
AutoCAD SHX Text
37.20
AutoCAD SHX Text
37.39
AutoCAD SHX Text
37.58
AutoCAD SHX Text
37.75
AutoCAD SHX Text
37.91
AutoCAD SHX Text
38.05
AutoCAD SHX Text
38.18
AutoCAD SHX Text
38.29
AutoCAD SHX Text
38.40
AutoCAD SHX Text
38.50
AutoCAD SHX Text
B-21
AutoCAD SHX Text
36.89
AutoCAD SHX Text
37.09
AutoCAD SHX Text
37.28
AutoCAD SHX Text
37.47
AutoCAD SHX Text
37.64
AutoCAD SHX Text
37.80
AutoCAD SHX Text
37.94
AutoCAD SHX Text
38.07
AutoCAD SHX Text
38.18
AutoCAD SHX Text
38.29
AutoCAD SHX Text
38.39
AutoCAD SHX Text
B-22
AutoCAD SHX Text
36.78
AutoCAD SHX Text
36.98
AutoCAD SHX Text
37.17
AutoCAD SHX Text
37.36
AutoCAD SHX Text
37.53
AutoCAD SHX Text
37.69
AutoCAD SHX Text
37.83
AutoCAD SHX Text
37.96
AutoCAD SHX Text
38.07
AutoCAD SHX Text
38.18
AutoCAD SHX Text
38.28
AutoCAD SHX Text
B-23
AutoCAD SHX Text
36.67
AutoCAD SHX Text
37.10
AutoCAD SHX Text
37.30
AutoCAD SHX Text
37.28
AutoCAD SHX Text
37.45
AutoCAD SHX Text
37.61
AutoCAD SHX Text
37.75
AutoCAD SHX Text
37.88
AutoCAD SHX Text
37.98
AutoCAD SHX Text
38.08
AutoCAD SHX Text
38.17
AutoCAD SHX Text
B-24
AutoCAD SHX Text
36.56
AutoCAD SHX Text
36.77
AutoCAD SHX Text
36.97
AutoCAD SHX Text
37.16
AutoCAD SHX Text
37.34
AutoCAD SHX Text
37.50
AutoCAD SHX Text
37.64
AutoCAD SHX Text
37.76
AutoCAD SHX Text
37.87
AutoCAD SHX Text
37.97
AutoCAD SHX Text
38.06
AutoCAD SHX Text
1. AFTER THE BEAMS HAVE BEEN ERECTED BUT BEFORE THE FORMS AFTER THE BEAMS HAVE BEEN ERECTED BUT BEFORE THE FORMS ARE BUILT, ELEVATIONS ON THE TOP OF FLANGE OF THE BEAMS ARE TO BE OBTAINED AT THE POINTS INDICATED IN THE ELEVATION TABLE. THE DIFFERENCE BETWEEN THE ELEVATIONS OBTAINED AND THOSE SHOWN IN THE TABLE GIVES THE ACTUAL BLOCKING DISTANCE FROM THE TOP OF FLANGE TO THE BOTTOM OF SLAB AT THE CENTER LINE OF WEB. 2. CONTRACTOR SHALL DESIGN AND DETAIL ALL ELEMENTS OF THE CONTRACTOR SHALL DESIGN AND DETAIL ALL ELEMENTS OF THE FORMING SYSTEMS AND SHALL SUBMIT TO THE ENGINEER FOR APPROVAL.
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NOTES:
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3" HMA WEARING SURFACE
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7 " SLAB 12" SLAB THICKNESS
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BLOCKING HEIGHT
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BOTTOM OF DECK SLAB
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W36
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BEAM
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SCALE: 1 " = 1'-0"12" = 1'-0"
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HAUNCH DETAIL
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32
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12
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CAMBER TABLE (INCHES)
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BEAM NO.
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CL BRG.
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0.1L
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0.2L
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0.3L
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0.4L
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0.5L
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0.6L
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0.7L
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0.8L
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0.9L
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CL BRG.
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1 & 13
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DL
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0.00
AutoCAD SHX Text
0.59
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1.12
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.80
AutoCAD SHX Text
1.89
AutoCAD SHX Text
1.80
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.12
AutoCAD SHX Text
0.59
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.27
AutoCAD SHX Text
0.52
AutoCAD SHX Text
0.71
AutoCAD SHX Text
0.83
AutoCAD SHX Text
0.87
AutoCAD SHX Text
0.83
AutoCAD SHX Text
0.71
AutoCAD SHX Text
0.52
AutoCAD SHX Text
0.27
AutoCAD SHX Text
0.00
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ADDITIONAL CAMBER
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0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.94
AutoCAD SHX Text
1.78
AutoCAD SHX Text
2.44
AutoCAD SHX Text
2.86
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.86
AutoCAD SHX Text
2.44
AutoCAD SHX Text
1.78
AutoCAD SHX Text
0.94
AutoCAD SHX Text
0.00
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2 & 14
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DL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.64
AutoCAD SHX Text
1.21
AutoCAD SHX Text
1.66
AutoCAD SHX Text
1.95
AutoCAD SHX Text
2.04
AutoCAD SHX Text
1.95
AutoCAD SHX Text
1.66
AutoCAD SHX Text
1.21
AutoCAD SHX Text
0.64
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.26
AutoCAD SHX Text
0.49
AutoCAD SHX Text
0.67
AutoCAD SHX Text
0.78
AutoCAD SHX Text
0.82
AutoCAD SHX Text
0.78
AutoCAD SHX Text
0.67
AutoCAD SHX Text
0.49
AutoCAD SHX Text
0.26
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.97
AutoCAD SHX Text
1.84
AutoCAD SHX Text
2.52
AutoCAD SHX Text
2.96
AutoCAD SHX Text
3.10
AutoCAD SHX Text
2.96
AutoCAD SHX Text
2.52
AutoCAD SHX Text
1.84
AutoCAD SHX Text
0.97
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3-6 & 15-18
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DL
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0.00
AutoCAD SHX Text
0.64
AutoCAD SHX Text
1.21
AutoCAD SHX Text
1.65
AutoCAD SHX Text
1.93
AutoCAD SHX Text
2.03
AutoCAD SHX Text
1.93
AutoCAD SHX Text
1.65
AutoCAD SHX Text
1.21
AutoCAD SHX Text
0.64
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.85
AutoCAD SHX Text
1.60
AutoCAD SHX Text
2.19
AutoCAD SHX Text
2.57
AutoCAD SHX Text
2.69
AutoCAD SHX Text
2.57
AutoCAD SHX Text
2.19
AutoCAD SHX Text
1.60
AutoCAD SHX Text
0.85
AutoCAD SHX Text
0.00
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7 & 19
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DL
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0.00
AutoCAD SHX Text
0.68
AutoCAD SHX Text
1.29
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.07
AutoCAD SHX Text
2.17
AutoCAD SHX Text
2.07
AutoCAD SHX Text
1.77
AutoCAD SHX Text
1.29
AutoCAD SHX Text
0.68
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.89
AutoCAD SHX Text
1.68
AutoCAD SHX Text
2.31
AutoCAD SHX Text
2.70
AutoCAD SHX Text
2.84
AutoCAD SHX Text
2.70
AutoCAD SHX Text
2.31
AutoCAD SHX Text
1.68
AutoCAD SHX Text
0.89
AutoCAD SHX Text
0.00
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8 & 20
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DL
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0.00
AutoCAD SHX Text
0.69
AutoCAD SHX Text
1.31
AutoCAD SHX Text
1.79
AutoCAD SHX Text
2.10
AutoCAD SHX Text
2.21
AutoCAD SHX Text
2.10
AutoCAD SHX Text
1.79
AutoCAD SHX Text
1.31
AutoCAD SHX Text
0.69
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.90
AutoCAD SHX Text
1.70
AutoCAD SHX Text
2.33
AutoCAD SHX Text
2.73
AutoCAD SHX Text
2.87
AutoCAD SHX Text
2.73
AutoCAD SHX Text
2.33
AutoCAD SHX Text
1.70
AutoCAD SHX Text
0.90
AutoCAD SHX Text
0.00
AutoCAD SHX Text
9 & 21
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DL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.68
AutoCAD SHX Text
1.29
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.07
AutoCAD SHX Text
2.17
AutoCAD SHX Text
2.07
AutoCAD SHX Text
1.77
AutoCAD SHX Text
1.29
AutoCAD SHX Text
0.68
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.89
AutoCAD SHX Text
1.69
AutoCAD SHX Text
2.31
AutoCAD SHX Text
2.70
AutoCAD SHX Text
2.84
AutoCAD SHX Text
2.70
AutoCAD SHX Text
2.31
AutoCAD SHX Text
1.69
AutoCAD SHX Text
0.89
AutoCAD SHX Text
0.00
AutoCAD SHX Text
10 & 22
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DL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.68
AutoCAD SHX Text
1.28
AutoCAD SHX Text
1.76
AutoCAD SHX Text
2.06
AutoCAD SHX Text
2.16
AutoCAD SHX Text
2.06
AutoCAD SHX Text
1.76
AutoCAD SHX Text
1.28
AutoCAD SHX Text
0.68
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.42
AutoCAD SHX Text
0.40
AutoCAD SHX Text
0.34
AutoCAD SHX Text
0.25
AutoCAD SHX Text
0.13
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.89
AutoCAD SHX Text
1.68
AutoCAD SHX Text
2.30
AutoCAD SHX Text
2.69
AutoCAD SHX Text
2.83
AutoCAD SHX Text
2.69
AutoCAD SHX Text
2.30
AutoCAD SHX Text
1.68
AutoCAD SHX Text
0.89
AutoCAD SHX Text
0.00
AutoCAD SHX Text
11 & 23
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DL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.65
AutoCAD SHX Text
1.23
AutoCAD SHX Text
1.68
AutoCAD SHX Text
1.97
AutoCAD SHX Text
2.07
AutoCAD SHX Text
1.97
AutoCAD SHX Text
1.68
AutoCAD SHX Text
1.23
AutoCAD SHX Text
0.65
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.26
AutoCAD SHX Text
0.49
AutoCAD SHX Text
0.67
AutoCAD SHX Text
0.78
AutoCAD SHX Text
0.82
AutoCAD SHX Text
0.78
AutoCAD SHX Text
0.67
AutoCAD SHX Text
0.49
AutoCAD SHX Text
0.26
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.98
AutoCAD SHX Text
1.86
AutoCAD SHX Text
2.54
AutoCAD SHX Text
2.98
AutoCAD SHX Text
3.13
AutoCAD SHX Text
2.98
AutoCAD SHX Text
2.54
AutoCAD SHX Text
1.86
AutoCAD SHX Text
0.98
AutoCAD SHX Text
0.00
AutoCAD SHX Text
12 & 24
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DL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.59
AutoCAD SHX Text
1.12
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.80
AutoCAD SHX Text
1.89
AutoCAD SHX Text
1.80
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.12
AutoCAD SHX Text
0.59
AutoCAD SHX Text
0.00
AutoCAD SHX Text
SDL
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.27
AutoCAD SHX Text
0.52
AutoCAD SHX Text
0.71
AutoCAD SHX Text
0.83
AutoCAD SHX Text
0.87
AutoCAD SHX Text
0.83
AutoCAD SHX Text
0.71
AutoCAD SHX Text
0.52
AutoCAD SHX Text
0.27
AutoCAD SHX Text
0.00
AutoCAD SHX Text
ADDITIONAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.24
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.20
AutoCAD SHX Text
0.14
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.00
AutoCAD SHX Text
TOTAL CAMBER
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.94
AutoCAD SHX Text
1.78
AutoCAD SHX Text
2.44
AutoCAD SHX Text
2.86
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.86
AutoCAD SHX Text
2.44
AutoCAD SHX Text
1.78
AutoCAD SHX Text
0.94
AutoCAD SHX Text
0.00
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BRG.
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BRG.
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REFERENCE LINE FOR CAMBER
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DEFLECTION DUE TO STEEL WEIGHT, INCLUDING DIAPHRAGMS & UTILITIES.
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NOT TO SCALE
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SIMPLE SPAN CAMBER DIAGRAM
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S =
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_025_CAMBERTOPFORM
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25
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
STEEL DETAILS (1 OF 4)
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34" 5" LONG SHEAR STUD CONNECTORS 2PER ROW. STUDS PLACED PARALLEL TO DECK REINFORCEMENT AND WELDED IN FIELD
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NOT TO SCALE
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SHEAR STUD CONNECTORS
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7 " DECK SLAB12" DECK SLAB
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VARIES (2" MIN. DESIGN)
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THE SHEAR STUDS SHALL EXTEND A MINIMUM OF 2" ABOVE THE BOTTOM OF THE DECK SLAB
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HAUNCH VARIES (2" MIN. DESIGN)
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W36
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BEAM
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TOP OF DECK SLAB
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HAUNCH AREA
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MC18
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34"x7" CONNECTION PLATE (TYP.)
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TO BE DETERMINED FOR FUTURE JACKING(TYP.)
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78" HIGH STRENGTH BOLTS1516" HOLES IN CHANNELS1 " HOLES IN CONNECTION 116" HOLES IN CONNECTIONPLATES (TYP.)
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SCALE: 1" = 1'-0"
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END DIAPHRAGM DETAILS
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[D1]
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13
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26
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26
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F
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DETAIL
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[D2]
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SCALE: 1" = 1'-0"
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INTERMEDIATE DIAPHRAGM DETAILS
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HAUNCH VARIES (2" MIN. DESIGN)
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W36
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W36
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TOP OF DECK SLAB
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HAUNCH AREA
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MC18
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12"x7" CONNECTION PLATE (TYP.)
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14
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26
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78" HIGH STRENGTH BOLTS1516" HOLES IN CHANNELS1 " HOLES IN CONNECTION 116" HOLES IN CONNECTIONPLATES (TYP.)
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MC18 (TYP.)
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BOTTOM FLANGE
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34" CONNECTION PLATE (TYP.)
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BRG.
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SCALE: 1" = 1'-0"
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SECTION
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26
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13
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W36
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26
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G
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DETAIL
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BOTTOM FLANGE
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12" CONNECTION PLATE (TYP.)
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BRG.
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SCALE: 1" = 1'-0"
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SECTION
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26
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14
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MC18 (TYP.)
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W36
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26
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G
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DETAIL
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14" (±18") (TYP.)
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14" (±18") (TYP.)
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58" (±14") (TYP.)
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(TYP.)
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END OF WELD (TYP.)
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NOT TO SCALE
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DETAIL
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26
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F
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1
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1
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516
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SCALE: 3" = 1'-0"
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DETAIL
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26
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G
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BEAM
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BRG.
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CONNECTION PLATE
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(TYP.)
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516
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1. THE END DIAPHRAGMS ARE TO FOLLOW THE CROSS PITCH THE END DIAPHRAGMS ARE TO FOLLOW THE CROSS PITCH OF THE ROADWAY. 2. LOCATIONS OF HOLES IN CONNECTION PLATES SHALL BE LOCATIONS OF HOLES IN CONNECTION PLATES SHALL BE DETERMINED BY THE FABRICATOR. 3. INTERMEDIATE DIAPHRAGMS SHALL BE CENTERED INTERMEDIATE DIAPHRAGMS SHALL BE CENTERED MID-DEPTH ON THE UP-SLOPE BEAM. 4. BEARING STIFFENERS USED AS DIAPHRAGM CONNECTION BEARING STIFFENERS USED AS DIAPHRAGM CONNECTION PLATES SHALL BE WELDED TO THE TOP AND BOTTOM FLANGE.
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NOTES:
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MILL TO BEAR (SEE NOTE 4)
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MILL TO BEAR (SEE NOTE 4)
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SCALE: 1" = 1'-0"
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END DIAPHRAGM CONN. PLATES (D1, D3)
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W36
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CLIP TO MATCH TOP (TYP.)
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516
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SCALE: 1" = 1'-0"
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W36
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DIAPHRAGM CONN. PLATES (EXTERIOR) (U1)
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516
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516
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516
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SCALE: 1" = 1'-0"
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DIAPHRAGM CONN. PLATES (INTERIOR) (D2, D4)
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W36
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26
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F
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DETAIL
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516
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516
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516
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_026_STEELDETL001
AutoCAD SHX Text
26
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
STEEL DETAILS (2 OF 4)
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
BM 1, 13
AutoCAD SHX Text
BM 2, 14
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
BAY 1 LOOKING SOUTH
AutoCAD SHX Text
BAY 7 LOOKING SOUTH
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
(8) 5" NATIONAL GRID DUCTS
AutoCAD SHX Text
BM 9, 21
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
L3x3x ", 38", 3'-3" LONG (LEVEL)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
BAY 8 LOOKING SOUTH
AutoCAD SHX Text
(8) 4" FUTURE COMMUNICATION DUCTS
AutoCAD SHX Text
L3x3x ", 3'-0" LONG 38", 3'-0" LONG (LEVEL)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
BM 8, 20
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
BAY 11 LOOKING SOUTH
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
UTILITY END DIAPHRAGM DETAILS
AutoCAD SHX Text
[D3]
AutoCAD SHX Text
1" MIN. (TYP.)
AutoCAD SHX Text
2" MIN. (TYP.)
AutoCAD SHX Text
2'-0"x12" HOLE FOR FUTURE COMMUNICATION DUCTS
AutoCAD SHX Text
2'-6"x14" HOLE FOR NATIONAL GRID DUCTS
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
BM 12, 24
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
1" MIN. (TYP.)
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
1" MIN. (TYP.)
AutoCAD SHX Text
12" NATIONAL GRID GAS LINE
AutoCAD SHX Text
16" HOLE FOR 12"NATIONAL GRID GAS LINE
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
(8) 4" FUTURE VERIZON DUCTS (BY OTHERS)
AutoCAD SHX Text
2'-0"x12" HOLE FOR FUTURE VERIZON DUCTS
AutoCAD SHX Text
L3x3x ", 38", 3'-3" LONG (LEVEL)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
1" MIN. (TYP.)
AutoCAD SHX Text
BM 11, 23
AutoCAD SHX Text
BAY 9 LOOKING SOUTH
AutoCAD SHX Text
BM 8, 20
AutoCAD SHX Text
BM 7, 19
AutoCAD SHX Text
BM 10, 22
AutoCAD SHX Text
BM 9, 21
AutoCAD SHX Text
SUPPORT
AutoCAD SHX Text
6" SEWERS
AutoCAD SHX Text
58" U-BOLT(TYP.)
AutoCAD SHX Text
58" BOLT(TYP.)
AutoCAD SHX Text
L3x3x ", 3'-7" 38", 3'-7" LONG (LEVEL)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
2'-8"x14" HOLE FOR (2) 6" SEWER LINES
AutoCAD SHX Text
8 " 34"±(TYP.)
AutoCAD SHX Text
1. SEE CLIP DETAIL F ON SHEET 26. SEE CLIP DETAIL F ON SHEET 26. F ON SHEET 26. ON SHEET 26. 26. . 2. UTILITY OFFSET DIMENSIONS ARE SQUARE TO OF BEAM. UTILITY OFFSET DIMENSIONS ARE SQUARE TO OF BEAM. 3. CONTRACTOR TO COORDINATE THE LOCATION, SPACING, AND SIZE CONTRACTOR TO COORDINATE THE LOCATION, SPACING, AND SIZE OF ALL HOLES FOR THE UTILITY SUPPORT SYSTEMS WITH VERIZON, NATIONAL GRID ELECTRIC & GAS, AND COX COMMUNICATIONS. 4. ALL PENETRATIONS SHALL BE MADE IN THE SHOP PRIOR TO BEING ALL PENETRATIONS SHALL BE MADE IN THE SHOP PRIOR TO BEING METALIZED AND PAINTED. IF FIELD CUTTING IS REQUIRED ALL ROUGH SURFACES SHALL BE REPAIRED AND PAINTED PER THE RI STANDARD SPECIFICATIONS.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_027_STEELDETL002
AutoCAD SHX Text
27
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
STEEL DETAILS (3 OF 4)
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
INTERMEDIATE DIAPHRAGM DETAILS
AutoCAD SHX Text
[D4]
AutoCAD SHX Text
BAY 7 LOOKING SOUTH
AutoCAD SHX Text
BAY 8 LOOKING SOUTH
AutoCAD SHX Text
BAY 9 LOOKING SOUTH
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
1" MIN. (TYP.)
AutoCAD SHX Text
12" NATIONAL GRID GAS LINE
AutoCAD SHX Text
16" HOLE FOR 12"NATIONAL GRID GAS LINE
AutoCAD SHX Text
BM 10, 22
AutoCAD SHX Text
BM 9, 21
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
1" MIN. (TYP.)
AutoCAD SHX Text
BM 8, 20
AutoCAD SHX Text
BM 7, 19
AutoCAD SHX Text
SUPPORT
AutoCAD SHX Text
6" SEWERS
AutoCAD SHX Text
58" U-BOLT(TYP.)
AutoCAD SHX Text
58" BOLT(TYP.)
AutoCAD SHX Text
L3x3x ", 3'-7" 38", 3'-7" LONG (LEVEL)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
2'-8"x14" HOLE FOR (2) 6" SEWER LINES
AutoCAD SHX Text
8 " 34"±(TYP.)
AutoCAD SHX Text
W27 (LEVEL)
AutoCAD SHX Text
(8) 5" NATIONAL GRID DUCTS
AutoCAD SHX Text
BM 9, 21
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
L3x3x ", 38", 3'-3" LONG (LEVEL)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
BM 8, 20
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
2" MIN. (TYP.)
AutoCAD SHX Text
2'-6"x14" HOLE FOR NATIONAL GRID DUCTS
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
INTERMEDIATE DIAPHRAGM UTILITY SUPPORT UNDER SIDEWALK
AutoCAD SHX Text
[U1]
AutoCAD SHX Text
BAY 1 LOOKING SOUTH
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
(8) 4" FUTURE COMMUNICATION DUCTS
AutoCAD SHX Text
L3x3x " (LEVEL)38" (LEVEL)
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
BM 1, 13
AutoCAD SHX Text
BM 2, 14
AutoCAD SHX Text
BAY 11 LOOKING SOUTH
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
(8) 4" FUTURE VERIZON DUCTS (BY OTHERS)
AutoCAD SHX Text
L3x3x " (LEVEL)38" (LEVEL)
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
BM 12, 24
AutoCAD SHX Text
BM 11, 23
AutoCAD SHX Text
1. SEE CLIP DETAIL F ON SHEET 26. SEE CLIP DETAIL F ON SHEET 26. F ON SHEET 26. ON SHEET 26. 26. . 2. UTILITY OFFSET DIMENSIONS ARE SQUARE TO OF BEAM. UTILITY OFFSET DIMENSIONS ARE SQUARE TO OF BEAM. 3. CONTRACTOR TO COORDINATE THE LOCATION, SPACING, AND SIZE CONTRACTOR TO COORDINATE THE LOCATION, SPACING, AND SIZE OF ALL HOLES FOR THE UTILITY SUPPORT SYSTEMS WITH VERIZON, NATIONAL GRID ELECTRIC & GAS, AND COX COMMUNICATIONS. 4. ALL PENETRATIONS SHALL BE MADE IN THE SHOP PRIOR TO BEING ALL PENETRATIONS SHALL BE MADE IN THE SHOP PRIOR TO BEING METALIZED AND PAINTED. IF FIELD CUTTING IS REQUIRED ALL ROUGH SURFACES SHALL BE REPAIRED AND PAINTED PER THE RI STANDARD SPECIFICATIONS.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_028_STEELDETL003
AutoCAD SHX Text
28
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
STEEL DETAILS (4 OF 4)
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
UTILITY SUPPORT DETAILS BETWEEN DIAPHRAGMS
AutoCAD SHX Text
[U2]
AutoCAD SHX Text
BAY 1 LOOKING SOUTH
AutoCAD SHX Text
(8) 5" NATIONAL GRID DUCTS
AutoCAD SHX Text
BAY 8 LOOKING SOUTH
AutoCAD SHX Text
BAY 9 LOOKING SOUTH
AutoCAD SHX Text
BAY 11 LOOKING SOUTH
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
(8) 4" FUTURE COMMUNICATION DUCTS
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
58"x2 "x9" (TYP.)12"x9" (TYP.)
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
58"x2 "x9" (TYP.)12"x9" (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
BM 1, 13
AutoCAD SHX Text
BM 2, 14
AutoCAD SHX Text
BM 9, 21
AutoCAD SHX Text
BM 8, 20
AutoCAD SHX Text
BM 9, 21
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
58"x2 "x9" (TYP.)12"x9" (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
12" NATIONAL GRID GAS LINE WITH ROLLER SUPPORT
AutoCAD SHX Text
SEE END DIA DETAILS ON SHEET 2727
AutoCAD SHX Text
BM 11, 23
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
(8) 4" FUTURE VERIZON DUCTS (BY OTHERS)
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
58"x2 "x9" (TYP.)12"x9" (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
BM 12, 24
AutoCAD SHX Text
BM 10, 22
AutoCAD SHX Text
BAY 7 LOOKING SOUTH
AutoCAD SHX Text
BM 8, 20
AutoCAD SHX Text
1516" HOLES FOR 78" H.S. BOLTS (TYP.)
AutoCAD SHX Text
58"x2 "x9" (TYP.)12"x9" (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
SEE END DIA DETAILS ON SHEET 2727
AutoCAD SHX Text
(2) 6" SEWER LINES
AutoCAD SHX Text
W4 (LEVEL)
AutoCAD SHX Text
58" BOLT(FAR SIDE) (TYP.)
AutoCAD SHX Text
58" U-BOLT(NEAR SIDE) (TYP.)
AutoCAD SHX Text
BM 7, 19
AutoCAD SHX Text
SUPPORT
AutoCAD SHX Text
8 " 34"±(TYP.)
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_029_STEELDETL004
AutoCAD SHX Text
29
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
ABUTMENT BEARING DETAILS
AutoCAD SHX Text
30
AutoCAD SHX Text
15
AutoCAD SHX Text
BRGS.
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
SOLE PLATE
AutoCAD SHX Text
FACE OF ABUTMENT
AutoCAD SHX Text
FACE OF BACKWALL
AutoCAD SHX Text
BACK OF ABUTMENT
AutoCAD SHX Text
34" BEARING STIFFENER PLATE
AutoCAD SHX Text
CIRCULAR ELASTOMERIC BEARING PAD
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
ABUTMENT BEARING PLAN
AutoCAD SHX Text
2 "x2" SLOTTED 34"x2" SLOTTED HOLE (TYP.)
AutoCAD SHX Text
SHEAR PLATE (TYP.)
AutoCAD SHX Text
CIRCULAR ELASTOMERIC BEARING PAD
AutoCAD SHX Text
FACE OF BACKWALL
AutoCAD SHX Text
BEAM SEAT
AutoCAD SHX Text
34" BEARING STIFFENER PLATE
AutoCAD SHX Text
FACE OF ABUTMENT CAP
AutoCAD SHX Text
BRG.
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
ABUTMENT BEARING ELEVATION
AutoCAD SHX Text
SHEAR PLATE
AutoCAD SHX Text
4 "14"
AutoCAD SHX Text
1 " ANCHOR BOLT WITH PLATE 12" ANCHOR BOLT WITH PLATEWASHER AND DOUBLE NUT
AutoCAD SHX Text
BRG. & BEAM
AutoCAD SHX Text
CIRCULAR ELASTOMERIC BEARING PAD
AutoCAD SHX Text
BEAM SEAT
AutoCAD SHX Text
BEVELED SOLE PLATE
AutoCAD SHX Text
34" BEARING STIFFENER PLATE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
30
AutoCAD SHX Text
15
AutoCAD SHX Text
2 " (TYP.)58" (TYP.)
AutoCAD SHX Text
VARIES 4 " TO 4 " 18" TO 4 " 12" (TYP.)
AutoCAD SHX Text
4" (TYP.)
AutoCAD SHX Text
18" CL. BETWEEN NUT AND WASHER (TYP.)
AutoCAD SHX Text
TOP NUT TO BE WRENCH TIGHT (TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
516
AutoCAD SHX Text
*
AutoCAD SHX Text
OF 1 " ANCHOR BOLT WITH 12" ANCHOR BOLT WITHWASHER & DOUBLE NUT (TYP.)
AutoCAD SHX Text
516
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
4 "x5 "x2" SHEAR PLATE (TYP.)12"x5 "x2" SHEAR PLATE (TYP.)34"x2" SHEAR PLATE (TYP.)
AutoCAD SHX Text
(*) -
AutoCAD SHX Text
WELDS SHALL TERMINATE " FROM EDGE OF PLATE, MASKING 14" FROM EDGE OF PLATE, MASKING AND TOUCH-UP PER STANDARD SPECIFICATIONS.
AutoCAD SHX Text
58" (TYP.)
AutoCAD SHX Text
12" (TYP.)
AutoCAD SHX Text
11 GAUGE STEEL LAMINATE (TYP.)
AutoCAD SHX Text
14" COVER ELASTOMER LAYER (TYP.)
AutoCAD SHX Text
38" INTERNAL ELASTOMER LAYER (TYP.)
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
ELASTOMERIC BEARING PAD
AutoCAD SHX Text
CIRCULAR ELASTOMERIC BEARING PAD
AutoCAD SHX Text
BRG.
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
SOLE PLATE DETAIL
AutoCAD SHX Text
[UPSTATION]
AutoCAD SHX Text
1 "12"
AutoCAD SHX Text
2 "x2" SLOTTED HOLE34"x2" SLOTTED HOLE
AutoCAD SHX Text
1. ELASTOMER SHALL HAVE A SHEAR MODULUS OF 0.106 KSI. ELASTOMER SHALL HAVE A SHEAR MODULUS OF 0.106 KSI. 2. STEEL LAMINATES SHALL CONFORM TO ASTM A 1011 GRADE 36. STEEL LAMINATES SHALL CONFORM TO ASTM A 1011 GRADE 36. 3. THE COMPRESSIVE DESIGN LOAD ON THE ABUTMENT BEARING PAD IS 138 KIPS. THE COMPRESSIVE DESIGN LOAD ON THE ABUTMENT BEARING PAD IS 138 KIPS. THE COMPRESSIVE DESIGN STRESS IS THE RESULT OF DIVIDING THE COMPRESSIVE DESIGN LOAD BY THE AREA OF THE ABUTMENT PAD AND IS EQUAL TO 1.04 KSI. 4. ELASTOMERIC BEARING PAD SHALL NOT BE VULCANIZED TO THE SOLE PLATE. ELASTOMERIC BEARING PAD SHALL NOT BE VULCANIZED TO THE SOLE PLATE. 5. STEEL SOLE PLATE AND SHEAR PLATES SHALL CONFORM TO AASHTO M270 GRADE STEEL SOLE PLATE AND SHEAR PLATES SHALL CONFORM TO AASHTO M270 GRADE 36 AND SHALL BE HOT-DIP GALVANIZED. 6. PLACE SOLE PLATE ASSEMBLY SO THAT IT IS CENTERED AROUND ANCHOR BOLTS. PLACE SOLE PLATE ASSEMBLY SO THAT IT IS CENTERED AROUND ANCHOR BOLTS. CENTER THE ELASTOMERIC PAD UNDER THE SOLE PLATE. 7. BEAMS SHALL BE ERECTED WHEN THE AMBIENT TEMPERATURE IS BETWEEN 50 F BEAMS SHALL BE ERECTED WHEN THE AMBIENT TEMPERATURE IS BETWEEN 50°FAND 77°F. IF BEAMS ARE ERECTED AT OTHER AMBIENT TEMPERATURES THEY WILLHAVE TO BE JACKED AND THE SOLE PLATE ASSEMBLY AND ELASTOMERIC BEARINGS RECENTERED WHEN THE TEMPERATURE RETURNS TO THAT RANGE. 8. AFTER THE SOLE PLATE IS IN ITS FINAL POSITION, WELD IT TO THE BOTTOM AFTER THE SOLE PLATE IS IN ITS FINAL POSITION, WELD IT TO THE BOTTOM FLANGE. 9. TEMPERATURE OF STEEL ADJACENT TO ELASTOMER DURING FIELD WELDING SHALL TEMPERATURE OF STEEL ADJACENT TO ELASTOMER DURING FIELD WELDING SHALL BE KEPT BELOW 250°F.10. ANCHOR BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM F 1554 GRADE ANCHOR BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM F 1554 GRADE 105 AND SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M232. 11. ALL SOLE PLATES SHALL BE MARKED PRIOR TO SHIPPING. THE MARKS SHALL ALL SOLE PLATES SHALL BE MARKED PRIOR TO SHIPPING. THE MARKS SHALL INCLUDE THE BEARING LOCATION ON THE BRIDGE, AND A " DEEP DIRECTION 132" DEEP DIRECTION ARROW THAT POINTS UP-STATION. ALL MARKS SHALL BE PERMANENT AND BE VISIBLE AFTER THE SOLE PLATE IS INSTALLED.
AutoCAD SHX Text
ABUTMENT BEARING NOTES:
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FED. ROAD
AutoCAD SHX Text
DIV. NO.
AutoCAD SHX Text
RI
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FEDERAL AID
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
36
AutoCAD SHX Text
2020
AutoCAD SHX Text
1
AutoCAD SHX Text
0079B_V2_030_ABUTBEARDETL
AutoCAD SHX Text
30
AutoCAD SHX Text
BHO-0185(001)
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
PIER BEARING DETAILS
AutoCAD SHX Text
31
AutoCAD SHX Text
16
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
PIER BEARING PLAN
AutoCAD SHX Text
PIER
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
BRGS. SPAN 2
AutoCAD SHX Text
BRGS. SPAN 1
AutoCAD SHX Text
FACE OF PIER (TYP.)
AutoCAD SHX Text
BEVELED SOLE PLATE (TYP.)
AutoCAD SHX Text
RECTANGULAR ELASTOMERIC BEARING PAD (TYP.)
AutoCAD SHX Text
34" BEARING STIFFENER PLATE (TYP.)
AutoCAD SHX Text
4"
AutoCAD SHX Text
16" (TYP.)
AutoCAD SHX Text
18" (TYP.)
AutoCAD SHX Text
9" (TYP.)
AutoCAD SHX Text
11" (TYP.)
AutoCAD SHX Text
FACE OF PIER CAP (TYP.)
AutoCAD SHX Text
RECTANGULAR ELASTOMERIC BEARING PAD (TYP.)
AutoCAD SHX Text
BEVELED SOLE PLATE (TYP.)
AutoCAD SHX Text
2 " 58" (TYP.)
AutoCAD SHX Text
BEAM SEAT (TYP.)
AutoCAD SHX Text
34" BEARING STIFFENER PLATE (TYP.)
AutoCAD SHX Text
BRGS. SPAN 1
AutoCAD SHX Text
BRGS. SPAN 2
AutoCAD SHX Text
PIER
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SCALE: 1" = 1'-0"
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PIER BEARING ELEVATION
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BRG.
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SCALE: 3" = 1'-0"
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SOLE PLATE DETAIL
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[UPSTATION]
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A
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BRG. & BEAM
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RECTANGULAR ELASTOMERIC BEARING PAD
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BEAM SEAT
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BEVELED SOLE PLATE
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34" BEARING STIFFENER PLATE (TYP.)
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NOT TO SCALE
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SECTION
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31
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16
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2 "58"
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516
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*
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516
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* - WELDS SHALL TERMINATE " 14" FROM EDGE OF PLATE
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11 GAUGE STEEL LAMINATE (TYP.)
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14" COVER ELASTOMER LAYER (TYP.)
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38" INTERNAL ELASTOMER LAYER (TYP.)
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SCALE: 3" = 1'-0"
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ELASTOMERIC BEARING PAD
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1. ELASTOMER SHALL HAVE A SHEAR MODULUS OF 0.106 KSI. ELASTOMER SHALL HAVE A SHEAR MODULUS OF 0.106 KSI. 2. STEEL LAMINATES SHALL CONFORM TO ASTM A 1011 GRADE 36. STEEL LAMINATES SHALL CONFORM TO ASTM A 1011 GRADE 36. 3. THE COMPRESSIVE DESIGN LOAD ON THE PIER BEARING PAD IS 138 KIPS. THE THE COMPRESSIVE DESIGN LOAD ON THE PIER BEARING PAD IS 138 KIPS. THE COMPRESSIVE DESIGN STRESS IS THE RESULT OF DIVIDING THE COMPRESSIVE DESIGN LOAD BY THE AREA OF THE PIER PAD AND IS EQUAL TO 0.96 KSI. 4. ELASTOMERIC BEARING PAD SHALL NOT BE VULCANIZED TO THE SOLE PLATE. ELASTOMERIC BEARING PAD SHALL NOT BE VULCANIZED TO THE SOLE PLATE. 5. STEEL SOLE PLATE SHALL CONFORM TO AASHTO M270 GRADE 36 AND SHALL BE STEEL SOLE PLATE SHALL CONFORM TO AASHTO M270 GRADE 36 AND SHALL BE HOT-DIP GALVANIZED. 6. CENTER THE ELASTOMERIC PAD UNDER THE SOLE PLATE DURING BEAM ERECTION. CENTER THE ELASTOMERIC PAD UNDER THE SOLE PLATE DURING BEAM ERECTION. 7. BEAMS SHALL BE ERECTED WHEN THE AMBIENT TEMPERATURE IS BETWEEN 50 F BEAMS SHALL BE ERECTED WHEN THE AMBIENT TEMPERATURE IS BETWEEN 50°FAND 77°F. IF BEAMS ARE ERECTED AT OTHER AMBIENT TEMPERATURES, THEY WILLHAVE TO BE JACKED AND THE ELASTOMERIC BEARING RECENTERED WHEN THE TEMPERATURE RETURNS TO THAT RANGE. 8. ALL SOLE PLATES SHALL BE MARKED PRIOR TO SHIPPING. THE MARKS SHALL ALL SOLE PLATES SHALL BE MARKED PRIOR TO SHIPPING. THE MARKS SHALL INCLUDE THE BEARING LOCATION ON THE BRIDGE, AND A " DEEP DIRECTION 132" DEEP DIRECTION ARROW THAT POINTS UP-STATION. ALL MARKS SHALL BE PERMANENT AND VISIBLE AFTER THE SOLE PLATE IS INSTALLED.
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PIER BEARING NOTES:
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BEAMS 1-12
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BEAMS 13-24
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1 "12"
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A
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1 "34"
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1 "34"
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B
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2"
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SOLE PLATE AND MASONRY PLATE DIMENSION TABLE
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_031_PIERBEARDETL
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31
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
DECK DETAILS (1 OF 2)
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PIER
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ROUTE 5
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LAP SPLICE (TYP.)
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EDGE OF DECK
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BRG. ABUT
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BRG. PIER SPAN 1
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BRG. PIER SPAN 2
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#5 @ 6" TOP REINFORCING STEEL
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#5 @ 6" BOTTOM REINFORCING STEEL
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EDGE OF DECK
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NOT TO SCALE
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DECK SLAB REINFORCING
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LINK SLAB LAP SPLICE (TYP.)
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#4 @ 6" TOP AND BOT. REINF. STEEL
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(2) #6 BETWEEN BEAMS (BOTTOM) (TYP.)
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#5 @ 6" SPACED BETWEEN BEAMS (TYP.)
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#6 CONT. (BOTTOM)
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#5 @ 6" ADD'L W/ HOOKED END (TYP.)
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1.BARS EXTENDING INTO BARS EXTENDING INTO SIDEWALK NOT SHOWN
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NOTE:
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1. THE SURFACE OF THE PREVIOUSLY CAST CONCRETE SHALL BE BLAST CLEANED, THE SURFACE OF THE PREVIOUSLY CAST CONCRETE SHALL BE BLAST CLEANED, ROUGHENED, WETTED WITH CLEAN WATER, AND THEN FLUSHED WITH A MORTAR COMPOSED OF EQUAL PARTS OF THE SAND AND CEMENT SPECIFIED FOR THE NEW CONCRETE, BEFORE NEW CONCRETE IS PLACED ADJACENT THERETO. NEW CONCRETE SHALL BE PLACED BEFORE MORTAR HAS TAKEN INITIAL SET. 2. IN LIEU OF THE MORTAR, AN EPOXY ADHESIVE SUITABLE FOR BONDING FRESH IN LIEU OF THE MORTAR, AN EPOXY ADHESIVE SUITABLE FOR BONDING FRESH CONCRETE TO HARDENED CONCRETE FOR LOAD BEARING APPLICATIONS MAY BE USED. THE EPOXY ADHESIVE SHALL CONFORM TO AASHTO M 235 TYPE V AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 3. MECHANICAL BAR SPLICERS SHALL BE USED WHERE USE OF LAP SPLICES IS NOT MECHANICAL BAR SPLICERS SHALL BE USED WHERE USE OF LAP SPLICES IS NOT FEASIBLE. 4. DECK SLAB REINFORCING DETAIL SHOWS GENERAL LAYOUT OF STEEL REINFORCING. DECK SLAB REINFORCING DETAIL SHOWS GENERAL LAYOUT OF STEEL REINFORCING. SEE CONSTRUCTION JOINT AND LINK SLAB DETAILS ON THIS SHEET AND SHEET 33, 33, , RESPECTIVELY, FOR CLOSURE POUR SPLICING REQUIREMENTS. 5. SPACE HAUNCH REINFORCING BETWEEN BEAMS AND TIE TO BOTTOM REINFORCING SPACE HAUNCH REINFORCING BETWEEN BEAMS AND TIE TO BOTTOM REINFORCING OF DECK. 6. TRANSVERSE REINFORCEMENT LISTED AS STRAIGHT SHALL BE SHOP OR FIELD BENT TRANSVERSE REINFORCEMENT LISTED AS STRAIGHT SHALL BE SHOP OR FIELD BENT AS REQUIRED TO PROVIDE MINIMUM COVER. 7. DECK SLAB REINFORCEMENT COVER SHALL HAVE TOLERANCE OF (+) ", (-)0" FOR DECK SLAB REINFORCEMENT COVER SHALL HAVE TOLERANCE OF (+) ", (-)0" FOR 14", (-)0" FOR TOP BARS AND (+) ", (-)0" FOR BOTTOM BARS. 18", (-)0" FOR BOTTOM BARS. 8. CHAIRS SHALL BE PLACED TO PROVIDE THE REQUIRED CONCRETE COVER WITH THE CHAIRS SHALL BE PLACED TO PROVIDE THE REQUIRED CONCRETE COVER WITH THE SPECIFIED TOLERANCES. MAXIMUM SPACING OF CHAIRS SHALL BE 5'-0" ON CENTER, PREFERABLY LOCATED AT THE INTERSECTION OF REINFORCEMENT. CHAIRS SHALL HAVE CORROSION PROTECTION (I.E. EPOXY COATED, PLASTIC COATED, ETC.). 9. DECK CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH THE RI STANDARD DECK CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS. 10. SHOULD ADDITIONAL HAUNCH REINFORCING OR ADJUSTMENTS TO THE SHEAR STUD SHOULD ADDITIONAL HAUNCH REINFORCING OR ADJUSTMENTS TO THE SHEAR STUD LENGTHS BE NECESSARY DUE TO DEVIATIONS IN THE AS BUILT CAMBER OF THE SUPERSTRUCTURE STEEL IT SHALL BE CONSIDERED AS INCIDENTAL TO THE APPROPRIATE BID ITEMS FOR REINFORCING STEEL AND/OR SHEAR STUDS. THE ADJUSTED LENGTHS OF SHEAR STUDS SHALL BE DETERMINED BY THE ENGINEER.
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CONSTRUCTION JOINT NOTES:
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DECK SLAB REINFORCING NOTES:
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#5 @ 6"
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24" LAP (TYP.)
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PRECAST DECK SEGMENT
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PREPARE EXISTING SURFACES (SEE NOTE 1)
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7 "12"
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7 "12"
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SCALE: 1 " = 1'-0"12" = 1'-0" = 1'-0"
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LONGITUDINAL CONSTRUCTION JOINT DETAIL IN DECK SLAB
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#5 DOWEL BAR SPLICER, EXTEND BARS FULL LENGTH OF CLOSURE POUR
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CONST. JT. IN DECK, SEAL W/ METHACRYLATE
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7"
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LONG. SIDEWALK JT. (WEST SIDEWALK ONLY)
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34" CHAMFER (TYP.)
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W36
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W36
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#5 @ 6"
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#5 HOOP BARS (7 EA. POST)
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2% MAX.
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6"x9" VERTICAL FACE GRANITE CURB
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6'-6"
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6'-6"
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1'-6"
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1'-6"
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ROUGHEN SURFACE UNDER SIDEWALK
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#5 @ 6"
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4 BAR (CRASH TESTED) STEEL BRIDGE RAIL
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SCALE: 1" = 1'-0"
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%%USECTION THRU SIDEWALK
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FACE OF RAIL
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#6 DOWEL BAR SPLICER (W. SDWK. ONLY)
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#5 @ 6"
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FLOAT FINISH TOP OF SIDEWALK
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10" (E. SDWK.)
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10" (E. SDWK.)
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#5 @ 6"
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1"
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#5 @ 6" ADD'L W/ HOOKED END
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14"
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3" HMA WEARING SURFACE FOR BRIDGE DECKS
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#4@6" LONG DECK REINF.
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SEE DECK HAUNCH DETAIL ON THIS SHEET FOR DECK END REINF.
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SCALE: 1 "=1'-0"12"=1'-0"
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PRECAST DECK SEGMENT
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BRG. (ABUT.)BRG. (ABUT.)
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TRANSVERSE CONSTRUCTION JOINT DETAIL IN DECK SLAB
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W36
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7 "12"
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7 "12"
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18" LAP
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(TYP.)
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CONST. JT. IN DECK SEAL WITH METHACRYLATE
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PREPARE EXIST. SURFACE (SEE NOTE 1)
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#4 DOWEL BAR SPLICER
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END OF BEAM
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FACE OF BACKWALL
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#4 @ 6" LONG DECK REINF.
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BRG. (ABUT.)
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END OF BEAM
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FACE OF BACKWALL
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END OF DECK
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#5 @ 6" SPACED BETWEEN BEAMS
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W36
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7 "12"
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7 "12"
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SCALE: 1"=1'-0"
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DECK HAUNCH DETAIL AT ABUTMENT
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2'-0"
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2'-0"
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2'-0"
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2'-0"
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2'-0"
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LONG. CONST. JT. (TYP.)
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BRG. N. ABUT.
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PIER
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BRG. S. ABUT.
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BRG. SPAN 2
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BRG. SPAN 1
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TRANS. CONST. JT. (TYP. AT ABUT.)
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ROUTE 5
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END OF DECK (TYP.)
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SCALE: "=1'-0"116"=1'-0"
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DECK PLAN
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7 " SLAB 12" SLAB THICKNESS
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3" HMA WEARING SURFACE FOR BRIDGE DECKS
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2" CL. COVER
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1" CL. COVER
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#4 @ 6" T&B LONGITUDINAL
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WATERPROOFING MEMBRANE
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BOTTOM OF DECK
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SCALE: 1 " = 1'-0"12" = 1'-0"
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SECTION
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25
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12
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_032_DECKDETL001
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32
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
DECK DETAILS (2 OF 2)
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3" THICK HMA WEARING SURFACE FOR BRIDGE DECKS
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2" (+0") (- ") 12")
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1" MIN.
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CRACK SEALER
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FACE DRESSED FULL DEPTH
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FILL WITH JOINT SEALER
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1" HOLE
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TOP SAWED OR TOOL DRESSED TO " ( ) VARIATION18" (±) VARIATION
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#6 REINFORCING BAR ANCHOR-3 PER STONE
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3" DRESSED
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TOP OF SIDEWALK
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14"x " POLYURETHANE 12" POLYURETHANE SEALANT FULL LENGTH
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SCALE: 1 " = 1'-0"12" = 1'-0"
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6"x9" VERTICAL FACE GRANITE CURB
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33
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H
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DETAIL
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TOP OF CURB
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1"± NON-SHRINK GROUT
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12" FOR CONTRACTION JOINT IN CURB, 14" FOR NORMAL JOINT IN CURB
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33
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17
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SCALE: 3" = 1'-0"
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ELEVATION AT FACE OF CURB
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SCALE: 1 " = 1'-0"12" = 1'-0"
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SECTION
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33
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17
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12"
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1"± NON-SHRINK GROUT
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14" OR " POLYURETHANE 12" POLYURETHANE SEALANT FULL LENGTH
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POLYURETHANE ELASTOMERIC (2-PART) SEALANT
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SCALE: " = 1'-0"34" = 1'-0"
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CONTRACTION JOINT SEALANT LIMIT
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1. COMPRESSED SYNTHETIC SHEET GASKET (TWO " THICK SHEETS, COMPRESSED SYNTHETIC SHEET GASKET (TWO " THICK SHEETS, 116" THICK SHEETS, TREATED BOTH SIDES) AND COMPRESSIBLE FOAM JOINT COST TO BE INCLUDED IN THE UNIT BID FOR ITEM 808.9901. 2. ULTRA HIGH PERFORMANCE CONCRETE LINK SLAB SHALL BE ULTRA HIGH PERFORMANCE CONCRETE LINK SLAB SHALL BE CONTINUOUS THROUGH ALL LONGITUDINAL CONSTRUCTION JOINTS. 3. THE BOND BREAKER USED BETWEEN THE LINK SLAB SURFACE AND THE BOND BREAKER USED BETWEEN THE LINK SLAB SURFACE AND CONCRETE PLACED ON TOP OF IT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE COST OF THE BOND BREAKER SHALL BE CONSIDERED INCIDENTAL TO ITEM 800.9901 ROUTE 5 BRIDGE NO. 0185. 4. THE COST OF THE HYDROPHILIC CAULK/SEAL SHALL BE CONSIDERED THE COST OF THE HYDROPHILIC CAULK/SEAL SHALL BE CONSIDERED INCIDENTAL TO ITEM 800.9901 ROUTE 5 BRIDGE NO. 0185 AND ITS USE APPROVED BY THE ENGINEER. THE HYDROPHILIC CAULK/SEAL SHALL BE PROTECTED FROM THE APPLICATION OF THE BOND BREAKER MATERIAL.
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LINK SLAB NOTES:
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5. FOR CUTTING TOLERANCES ON GRANITE CURB SEE RI STANDARD FOR CUTTING TOLERANCES ON GRANITE CURB SEE RI STANDARD SPECIFICATIONS M-09.05. 6. STRAIGHT CURB SHALL BE FURNISHED IN LENGTH OF NOT LESS STRAIGHT CURB SHALL BE FURNISHED IN LENGTH OF NOT LESS THAN 6 FEET OR GREATER THAN 10 FEET. 5 FOOT LENGTH MAY BE ALLOWED UNDER UNUSUAL CIRCUMSTANCES, BUT ONLY WITH THE APPROVAL OF THE BRIDGE ENGINEER.
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CURB NOTES:
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CURB LINE
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1'-6" BACKWALL
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6" APPROACH SLAB SHELF
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BACK OF BACKWALL
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4'-0" ABUTMENT CAP
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EDGE OF DECK
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WINGWALL CAP
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BRG.
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SCALE: " = 1'-0"38" = 1'-0"
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END OF DECK PLAN
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APP. SLAB
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END OF DECK
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CURTAIN WALL
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1" CLOSED CELL FOAM
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BEAM SEAT
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END OF BACKWALL
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12" CLOSED CELL FOAM
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1" CLOSED CELL FOAM
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3" HMA WEARING SURFACE FOR BRIDGE DECKS
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7 "12"
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7 "12"
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BRG.
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BRG.
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PIER
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34" SHEAR STUD@ 10" (TYP.)
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#4 @ 6" LONG. DECK REINF. (TYP.)
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PRECAST BRIDGE UNIT DECK TO PROVIDE BLOCK-OUT FOR UHPC LINK SLAB W/ ROUGHENED EDGE (AMP. OF " MIN. TO " MAX)18" MIN. TO " MAX)14" MAX)
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W36 (TYP.)
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PIER CAP REINF. NOT SHOWN FOR CLARITY
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#4 BAR LAPPED TO LONG. DECK REINF.
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SHEET GASKET (SEE NOTE 1)
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COMPRESSIBLE FOAM JOINT SEALER, PREFORMED CLOSED CELL FOAM MATERIAL (SEE NOTE 1)
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SCALE: 1" = 1'-0"
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LINK SLAB DETAIL
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13" MIN. PROTRUSION (TYP.)
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11" MIN. LAP (TYP.)
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BEAD OF CRACK SEALER
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WATERPROOFING MEMBRANE
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JOINT SEALER
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1"
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MANUFACTURER RECOMMENDED SEALANT
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SCALE: 3" = 1'-0"
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DETAIL
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33
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H
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2"
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%%UCONTRACTION JOINT
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%%ULONG. CONSTRUCTION JOINT
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2" CL.
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REINFORCING
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TOP OF SIDEWALK
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OR BRUSH CURB
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PAINT WITH BITUMINOUS
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MATERIAL
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REINFORCING
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TOP OF SIDEWALK
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OR BRUSH CURB
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1/2"x 1/4" POLYURETHANE ELASTOMERIC (2-PART) SEALANT
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1/2"x 1/4" POLYURETHANE ELASTOMERIC (2-PART) SEALANT
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NOT TO SCALE
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TRANSVERSE AND LONGITUDINAL JOINT IN SIDEWALK
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PREPARE EXIST. SURFACE
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(SEE NOTE 1 ON SHEET 32)
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DOWEL BAR SPLICER
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BOND BREAKER (SEE NOTE 3)
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SLOPE TO MATCH ADJACENT DECK CHAMFER
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HYDROPHILIC CAULK WATERSTOP PLACED PRIOR TO BOND BREAKER (SEE NOTE 4)
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SEE SHEET 32 FOR 32 FOR FOR SIDEWALK REINFORCING AND POST ANCHORAGE
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SHEET GASKET (SEE NOTE 1)
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4" ULTRA HIGH PERFORMANCE CONCRETE LINK SLAB
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7 " CONCRETE 12" CONCRETE DECK
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SCALE: 1" = 1'-0"
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SECTION THRU SIDEWALK AT LINK SLAB
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DECK REINFORCEMENT (TYP.) (SEE SHEET 32 FOR DETAILS)32 FOR DETAILS) FOR DETAILS)
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SIDEWALK REINFORCEMENT (TYP.) (SEE SHEET 32 FOR DETAILS)32 FOR DETAILS) FOR DETAILS)
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#5 @ 6" TRANS. LINK SLAB REINF. (TYP.)
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STEEL BRIDGE RAIL
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_033_DECKDETL002
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33
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BHO-0185(001)
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AS SHOWN
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CJ
AutoCAD SHX Text
2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
FOUR BAR STEEL
BRIDGE RAIL (1 OF 2)
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1. FOUR BAR (CRASH-TESTED) STEEL BRIDGE RAIL SHALL INCLUDE POSTS, BASE PLATES, FOUR BAR (CRASH-TESTED) STEEL BRIDGE RAIL SHALL INCLUDE POSTS, BASE PLATES, ANCHOR RODS, PREFORMED PADS, RAIL ASSEMBLY BOLTS, NUTS, WASHERS, STUDS, STRUCTURAL TUBING, SPLICE BARS, PIPE SPACERS, RETRO REFLECTIVE DELINEATORS, ALL APPURTENANCES, METALIZING, AND PAINTING (IF SPECIFIED). 2. BRIDGE RAIL POSTS SHALL BE SET NORMAL (90 DEGREES) TO THE PROFILE GRADE, BRIDGE RAIL POSTS SHALL BE SET NORMAL (90 DEGREES) TO THE PROFILE GRADE, EXCEPT ON GRADES OVER 1.5% WHERE POSTS SHALL BE SET VERTICAL. 3. ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND SMOOTH. ALL CUT EDGES OF ALL MATERIAL SHALL BE GROUND SMOOTH. 4. EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE (3) EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE (3) POSTS. 5. BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO FINISH SLOTTED HOLES IF MECHANICALLY GUIDED. 6. AT INTERIOR SPLICES, PIPE SPACERS SHALL BE USED ON ONLY ONE SIDE OF THE AT INTERIOR SPLICES, PIPE SPACERS SHALL BE USED ON ONLY ONE SIDE OF THE SPLICE TO ALLOW MOVEMENT ON THAT SIDE. ALL 4 RAILS AT A SPLICE SHALL RECEIVE THE SAME TREATMENT. AT END SPLICES AND AT INTERIOR EXPANSION SPLICES PIPE SPACERS SHALL BE USED ON BOTH SIDES OF THE SPLICE TO ALLOW MOVEMENT ON BOTH SIDES. 7. MILL OR SHOP TRANSVERSE WELDS SHALL NOT BE PERMITTED ON ANY RAIL ELEMENT. MILL OR SHOP TRANSVERSE WELDS SHALL NOT BE PERMITTED ON ANY RAIL ELEMENT. RAIL ELEMENTS USED ON CURVES SHALL USE 3/8" WALL TUBES AND SHALL BE SHOP FORMED TO THE REQUIRED CURVATURE. 8. NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER METALIZING, (EXCEPT FOR DETAIL "A"). DAMAGED AREAS OF METALIZING SHALL BE REPAIRED IN STRICT CONFORMANCE WITH THE MATERIAL SUPPLIER'S RECOMMENDATIONS AND SHALL BE APPROVED BY THE ENGINEER. 9. NUTS FOR 1" THREADED ANCHOR RODS CONNECTING THE BASE PLATE TO THE NUTS FOR 1" THREADED ANCHOR RODS CONNECTING THE BASE PLATE TO THECONCRETE SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN ADDITIONAL 1/8 TURN. 10. THREADS FOR ANCHOR RODS MAY BE ROLLED OR CUT. IF CUT THREADS ARE USED THREADS FOR ANCHOR RODS MAY BE ROLLED OR CUT. IF CUT THREADS ARE USED BOLT DIAMETER SHALL NOT BE LESS THAN NOMINAL DIAMETER. IF ROLLED THREADS ARE USED, ROD DIAMETER SHALL NOT BE LESS THAN ROOT DIAMETER OF THREADS. 11. STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B, STRUCTURAL STEEL TUBING. RAIL TUBING SHALL MEET THE LONGITUDINAL CHARPY V-NOTCH REQUIREMENTS OF 15 LBS. AT 0°F FOR ASTM A500, GRADE B. THE TESTSAMPLES SHALL BE TAKEN AFTER FORMING THE TUBES. CHARPY V-NOTCH IS NOT REQUIRED FOR SPLICE TUBES. 12. RAIL POSTS AND BASE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM RAIL POSTS AND BASE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572 GR. 50, EXCEPT ANCHOR PLATES MAY BE ASTM A36. 13. THREADED STUDS AND MATCHING NUTS FOR RAIL-TO-POST ATTACHMENT (DETAIL A) THREADED STUDS AND MATCHING NUTS FOR RAIL-TO-POST ATTACHMENT (DETAIL A) SHALL CONFORM TO ASTM A276 TYPE 304, STAINLESS STEEL, AND SHALL BE TORQUE TESTED PER AWS D1.5, 7.7.1. DETAIL B BOLTS SHALL BE ASTM A325 OR A449. ALL OTHER BOLTS AND NUTS SHALL CONFORM TO ASTM A307 AND ASTM 563 GRADE A RESPECTIVELY OR BETTER. ANCHOR RODS SHALL CONFORM TO ASTM A449 EXCEPT THAT ASTM A307 NUTS MAY BE USED ON THE BOTTOM OF ANCHOR ASSEMBLY. WASHERS SHALL BE HARDENED STEEL COMMERCIAL TYPE A PLAIN WIDE WASHERS AND SHALL MEET THE DIMENSIONAL REQUIREMENTS OF A.N.S.I. B18.22. 14. ALL STEEL COMPONENTS (EXCEPT STAINLESS) SHALL BE METALIZED AFTER FABRICATION ALL STEEL COMPONENTS (EXCEPT STAINLESS) SHALL BE METALIZED AFTER FABRICATION IN CONFORMANCE WITH SECTION 827 "THERMAL SPRAYED ZINC COATING FOR NEW STRUCTURAL STEEL" OF THE RHODE ISLAND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE METALIZING SHALL HAVE A UNIFORM APPEARANCE, AND METALIZED MATERIAL SHALL BE PROPERLY STORED. 15. DETAIL "A" STUDS SHALL BE WELDED BEFORE TUBES ARE METALIZED. DETAIL "A" STUDS SHALL BE WELDED BEFORE TUBES ARE METALIZED. 16. PREFORMED BEARING PADS (1/8" THICK) SHALL CONFORM TO AASHTO M251. PREFORMED BEARING PADS (1/8" THICK) SHALL CONFORM TO AASHTO M251. 17. POSTS, RAILS, COVER PLATES, AND SPLICE PLACES SHALL RECEIVE A BLACK ANODIZED POSTS, RAILS, COVER PLATES, AND SPLICE PLACES SHALL RECEIVE A BLACK ANODIZED FINISH. COLOR SHALL BE FEDERAL STANDARD NO. 27038.
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SCALE: 1 " = 1'-0"12" = 1'-0"
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POST ASSEMBLY
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BACK ELEVATION VIEW
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SECTION VIEW
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FACE OF RAIL
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FACE OF CURB
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HSS 4x4 "14"
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SEE DETAIL I OR J ON SHEET 35 35 (CONTRACTORS OPTION)
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HSS 8x4x 516(SEE NOTE 7)
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W6x25 RAIL POST (8'-0" MAX. SPACING ON BRIDGE)
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HSS 4x4x " 14" (SEE NOTE 7)
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1" POST BASE PLATE
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18" BEARING PAD
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1" ANCHOR RODS
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#5 HOOP BAR *
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* REINFORCING CAPACITY SHALL MEET OR EXCEED THAT SHOWN
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RAIL POST
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1 "x1 " SLOTTED 18"x1 " SLOTTED 38" SLOTTED HOLES IN POST (TYP.)
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3 - #5 BARS * (5' LONG MIN.)
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RAIL NOTES:
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MATERIAL NOTES:
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SCALE: 1 " = 1'-0"12" = 1'-0"
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POST ANCHOR ASSEMBLY
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SCALE: 1 " = 1'-0"12" = 1'-0"
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POST BASE PLATE
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SCALE: 1 " = 1'-0"12" = 1'-0"
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ANCHOR PLATE
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STEEL HEX NUTS & 1" STANDARD WASHERS
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STEEL HEX JAM NUTS
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38" ANCHOR PLATE
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STANDARD STEEL HEX NUTS
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1" ANCHOR RODS
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TOP OF CONCRETE
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1" - 8 THREAD BY 212" LONG (MIN.) (TYP. BOTH ENDS)
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716
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716
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516
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1"x11"x1'-2" BASE PLATE
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1 " HOLE 14" HOLE(TYP.)
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W6x25
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38"x9 "x1'-1" 38"x1'-1" ANCHOR PLATE
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1 " HOLE 116" HOLE(TYP.)
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BY
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_034_RAILDETL001
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34
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
FOUR BAR STEEL
BRIDGE RAIL (2 OF 2)
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RAIL POST (TYP.)
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RAIL POST (TYP.)
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RAIL POST (TYP.)
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TO ENDPOST
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TO ENDPOST
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(SPLICE BAR)
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"L" (END SPLICE BAR) (TYP.)
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12" @ 45°F AT EXPANSIONSPLICE (TYP.)
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VARIES (TYP.)
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EDGE OF BRIDGE DECK
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EDGE OF BRIDGE DECK
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PROVIDE " DRAIN HOLES 12" DRAIN HOLESIN LOW END OF ALL RAILS
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34" @ 45°F AT INTERIORRAIL SPLICES
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SCALE: " = 1'-0"12" = 1'-0"
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RAIL ELEVATION
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FOUR BAR (CRASH TESTED) BRIDGE RAIL (SEE SHEET 8 FOR POST SPACING)8 FOR POST SPACING) FOR POST SPACING)
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SPLICE BAR DIMENSION TABLE
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T
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A
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B
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C
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D
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X
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L
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INTERIOR
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2
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3
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4"
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4"
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4"
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4"
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5"
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5"
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2"
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2"
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2"
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3"
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1'-8"
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2'-1"
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*
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*
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3 1/4" TO 5 1/4"
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T = TOTAL MOVEMENT OF BRIDGE
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* = END SPLICE BAR
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3/4"
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3 1/4"
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1/2"
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1/2"
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<
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1/2"
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2
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1/2"
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2
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1'-8"
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35
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18
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SCALE: 1 " = 1'-0"12" = 1'-0"
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RAIL SPLICE
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SPLICE BAR
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58" TAPPED HOLES IN SPLICE BAR
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1 "x"A" SLOTTED HOLES IN RAIL TUBE 18"x"A" SLOTTED HOLES IN RAIL TUBE (REFER TO RAIL NOTE 6 ON SHEET 34)34))
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12" DRAINHOLE
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LOCK NUT AT OUTER HOLES
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SEE SPLICE BAR DIMENSION TABLE THIS SHEET
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(BOTTOM VIEW)
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12" @ 45°F AT EXPANSIONSPLICE (TYP.)
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HSS 7"x3"x " OR 38" OR HSS 3"x3"x " 516" (SEE RAIL ELEVATION)
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" 58" TAPPED HOLE
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SCALE: 3" = 1'-0"
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RAIL SPLICE DETAILS
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SPLICE BAR SECTION
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SPLICE BOLT DETAILS
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58"x1 " A307 CAP SCREW34" A307 CAP SCREW
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LOCK NUT (OUTER HOLES ONLY)
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TACK WELD
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STANDARD WASHER
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34" PIPE SPACER SCH.40, " LONG (GALV.) 12" LONG (GALV.) (1.050" O.D., 0.824" I.D.)
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HSS 8"x4"x " OR 516" OR HSS 4"x4"x " 14" (SEE RAIL ELEVATION)
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SECTION 1818
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14"
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SCALE: 3" = 1'-0"
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STUD WELD DETAIL
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34"
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SLOT OR WRENCH HEAD
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SCALE: 3" = 1'-0"
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ROUND HEAD BOLT DETAIL
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SCALE: 3" = 1'-0"
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DETAIL
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35
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I
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34" x 134" A304 STAINLESS STEEL THREADED STUDS WELDED TO RAIL (TYP.) & S.S. NUT & WASHER (REFER TO RAIL NOTES 13&15 ON SHEET 34)34))
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FAR FACE
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TYPE A WIDE PLAIN WASHER
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NEAR FACE
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RAIL
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35
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19
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19
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35
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TYPE A WIDE PLAIN WASHER
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RAIL
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SCALE: 3" = 1'-0"
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DETAIL
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35
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J
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34" x 134" A304 STAINLESS STEEL THREADED STUDS WELDED TO RAIL (TYP.) & S.S. NUT & WASHER (REFER TO RAIL NOTES 13&15 ON SHEET 34)34))
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FAR FACE
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TYPE A WIDE PLAIN WASHER
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NEAR FACE
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RAIL
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35
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20
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20
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35
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TYPE A WIDE PLAIN WASHER
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RAIL
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RAIL
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RAIL
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SCALE: 3" = 1'-0"
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SECTION
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35
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19
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RAIL
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RAIL
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78" HOLE IN RAIL (TYP.) (HOLES MAY BEFIELD DRILLED, AND SHALL BE REPAIRED IN ACCORDANCE WITH THE MATERIAL SUPPLIER'S RECOMMENDATIONS)
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SCALE: 3" = 1'-0"
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SECTION
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35
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20
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BY
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REVISIONS
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DATE
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_035_RAILDETL002
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35
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020
STATE OF
RHODE I S LAND
20XX
NAMENAME
BRIDGE
No. 000
OP
H
E
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
RHODE ISLAND
BRIDGE REHABILITATION
TO
BRIDGE NO. 185
WARWICK AND CRANSTON,
END POST DETAILS
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GRANITE IDENTIFICATION TABLETS (NAMEPLATES)
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SCALE: " = 1'-0"34" = 1'-0"
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NOTE:
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ALL FONT STYLES ARE TO BE TIMES NEW ROMAN, UNLESS NOTED OTHERWISE
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STATE SEAL TABLET
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BRIDGE NAME TABLET
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34"
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38" ARIAL FONT
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78"
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6"
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78"
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R = 4 "38"
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1 "34"
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2"
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1 " TO 2"14" TO 2"
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1 " TO 2"14" TO 2"
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1 " TO 2"14" TO 2"
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2" THICK (TYP.)
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1" MIN. (TYP.)
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1" MIN. (TYP.)
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PLAN
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SCALE: " = 1'-0"34" = 1'-0"
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14"x6"x3'-0" PLATE
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R = 24'-4 "12"
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12 SPACES @ 3'-1 " = 37'-6" 12" = 37'-6" FOR APPROACH SECTION
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8 SPACES @ 3'-1 " = 25'-0" 12" = 25'-0" FOR TRAILING END WITHOUT DOUBLE RAIL
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36
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22
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POST
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LIMIT OF PAYMENT-METAL GUARD RAIL-HIGHWAY ITEM (SEE NOTE 2)
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SLOPE OF RECESS TO FOLLOW ROADWAY PROFILE
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2'-0" TO FOLLOW ROADWAY SLOPE
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BRIDGE
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SEE BRIDGE RAILING ANCHOR DETAIL, THIS SHEET
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RECESS FOR GRANITE IDENTIFICATION TABLET (NAMEPLATES) 14 "x10 "x2 "12"x10 "x2 "12"x2 "12"
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R = 18'-6"
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316"x1 "x3" GALV. PLATE WASHERS (COST OF WASHERS 12"x3" GALV. PLATE WASHERS (COST OF WASHERS INCLUDED IN COST OF END POST CONCRETE) (TYP.)
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TOP OF SIDEWALK
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36
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23
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ELEVATION
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SCALE: " = 1'-0"34" = 1'-0"
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36
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21
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34" x 11"LONG BOLTS (TYP.)
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3"x3"x " 14" PLATE WASHER 3" WASHER
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3"x6"x " 14" PLATE WASHER
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3"x3"x " 14" PLATE WASHER
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HSS7x3x 38
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HSS8x4x 516
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HSS3x3x 516
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HSS4x4x 14
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BRIDGE RAILING ANCHOR DETAIL
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SCALE: 1 " = 1'-0"12" = 1'-0"
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DETAIL OF 8 FOOT END POST
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END POST
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"x8"x2'-0"12"x8"x2'-0"
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SCALE: 1 " = 1'-0"12" = 1'-0"
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SECTION
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36
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21
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DETAIL OF 8 FOOT END POST
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1. TO INSURE PROPER GUARD RAIL ANCHORAGE, THE GUARD TO INSURE PROPER GUARD RAIL ANCHORAGE, THE GUARD RAIL INSTALLATION SHALL BEGIN AT EACH END OF THE BRIDGE AND WORK INTO THE APPROACHES. 2. THE COST OF THE GUARD RAIL TRANSITION TO BRIDGE THE COST OF THE GUARD RAIL TRANSITION TO BRIDGE END POSTS ARE HIGHWAY ITEMS. APPROACH SECTIONS AND TRAILING SECTIONS ARE SEPARATE ITEMS IN THE PROPOSAL. 3. THE COST OF BRIDGE RAIL ANCHORAGE (PLATES, ANCHOR THE COST OF BRIDGE RAIL ANCHORAGE (PLATES, ANCHOR BOLTS, WASHERS AND PLATE SLEEVES) IS INCLUDED IN COST OF POST CONCRETE.
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NOTES:
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#5 @ 8"
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2" CL. (TYP.)
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CONST. JT.
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TOP OF SIDEWALK SLAB
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12"x " POLYURETHANE 12" POLYURETHANE SEALANT
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2 " 12" RECESS
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SCALE: " = 1'-0"34" = 1'-0"
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SECTION
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36
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22
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#5 @ 8"
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2" CL. (TYP.)
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CONST. JT.
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TOP OF SIDEWALK
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3 " MAX. RECESS14" MAX. RECESS
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1 " BOLT 12" BOLT PROJECTION
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SCALE: " = 1'-0"34" = 1'-0"
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SECTION
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36
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23
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BY
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REVISIONS
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DATE
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NO.
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CHECKED BY
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DATE
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SCALE
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FED. ROAD
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DIV. NO.
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RI
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STATE
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FEDERAL AID
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PROJECT NO.
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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36
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2020
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1
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0079B_V2_036_ENDPOSTDETL
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36
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BHO-0185(001)
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AS SHOWN
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CJ
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2/18/2020