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PROJECT:15BPR.17STATESTATE OF NORTH CAROLINADIVISION OF HIGHWAYSN.C.STATE PROJ. NO.SHEETNO.STATE PROJECT REFERENCE NO.15BPR.17TOTALSHEETS1 30DESCRIPTIONF. A. PROJ. NO.15BPR.17P.E.15BPR.17CONST.HALIFAX COUNTYLOCATION:BRIDGE #410063 ON US 158 / US 301 OVER ROANOKE RIVER.TYPE OF WORK:CONCRETE BRIDGE DECK REHABILITATION BY SCARIFICATION, HYDRO-DEMOLITION, LATEX MODIFIEDCONCRETE; DEMOLITION AND RECONSTRUCTION OF BRIDGE DECK JOINTS AND SEALS;CLEANING AND PAINTING WEATHERING STEEL BEAM ENDS AND BEARINGS; SUBSTRUCTURE CONCRETEREPAIRS WITH SHOTCRETE, EPOXY RESIN INJECTION AND EPOXY COATING OF TOP OF SUBSTRUCTURE CAPS.N.91ARPTTN421710417371704167244. .0306DD90.06 90.10.061654.11164116911655.051718.09.09. 125.21.21qHSt.WD1657 .06.0.363Elm.1656as15hiSngt.tonFr54POP. 16501652r3011651VICINITY MAP : HALIFAX COUNTYCSTAINIO NATTRTOPSOF TRANBRIDGE #63 0.144 MILESSTRUCTURES MANAGEMENT UNIT1000 BIRCH RIDGE DR. RALEIGH, N.C. 27610SEAL030024ERNGINEETAERRG. ABASMN 8,000KRISTY W. ALFORD, P.E.PROJECT ENGINEERALLATOTEBRIDGE #63 ADT 2015H CAROLRTINOSSIEONOFADEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSHALIFAX COUNTYARPRFEOPrepared in the Office of:NNORTHPROJECT LENGTH8/12/2020HADESIGN DATAARD EPCONTRACT:C204213St.2018 STANDARD SPECIFICATIONSASTER G. ABRAHA, P.E.LETTING DATE:November 17, 2020PROJECT DESIGN ENGINEER
PROJECT:15BPR.17STATESTATE OF NORTH CAROLINADIVISION OF HIGHWAYSN.C.STATE PROJ. NO.15BPR.17F. A. PROJ. NO.SHEETNO.TOTALSHEETS1A 30DESCRIPTION15BPR.17P.E.15BPR.17CONST.HALIFAX COUNTYLOCATION:BRIDGE #63 ON US 158 / US 301 OVER ROANOKE RIVER.TYPE OF WORK:CONCRETE BRIDGE DECK REHABILITATION BY SCARIFICATION, HYDRO-DEMOLITION, LATEX MODIFIEDCONCRETE; DEMOLITION AND RECONSTRUCTION OF BRIDGE DECK JOINTS AND SEALS;CLEANING AND PAINTING WEATHERING STEEL BEAM ENDS AND BEARINGS; SUBSTRUCTURE CONCRETEREPAIRS WITH SHOTCRETE, EPOXY RESIN INJECTION AND EPOXY COATING OF TOP OF SUBSTRUCTURE CAPS.INDEX OF SHEETSCONTRACT:C204213STATE PROJECT REFERENCE NO.SHEET NO.DESCRIPTION1TITLE SHEET1AINDEX OF SHEETSS-1 THRU S-21HALIFAX #63 STRUCTURAL PLANSSNSTANDARD NOTESTMP-1 THRU TMP-6TRAFFIC MANAGEMENT PLANS
NOTESSCOPE OF WORK- PROFILE INFORMATION IS TAKEN FROM ORIGINAL PLANS AND ROUTINE- PARTIALLY REMOVE BRIDGE DECK CONCRETE BY SCARIFICATION ANDINSPECTION REPORT DATED, JANUARY 18, 2017.HYDRO-DEMOLITION METHODS.- BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE PLANS.- DEMOLISH EXISTING BRIDGE DECK JOINTS.- PERFORM DECK REPAIRS IN PREPARED AREAS.- OVERLAY PREPARED BRIDGE DECK WITH LATEX MODIFIED CONCRETE.- RECONSTRUCT BRIDGE JOINTS AND INSTALL STRIP SEALS AND POURABLESILICONE JOINT SEALANT.- GROOVE CONCRETE BRIDGE DECK.- REPAIR SUBSTRUCTURE USING EPOXY RESIN INJECTION AND SHOTCRETE.- PAINT EXISTING WEATHERING STEEL GIRDERS.- MILL AND PAVE ASPHALT APPROACHES.SPAN A''FIXSPAN B''EXPEXPSPAN C''SPAN D''FIXEXPSPAN E''EXPEXPFIXFILL FACE @END BENT 1FILL FACE @END BENT 2APPROXIMATEWATERSURFACEEND BENT 1BENT 1END BENT 2BENT 2BENT 3BENT 4I hereby certify that this structurewas rehabilitated according tothese plans or as noted therein.SECTION ALONG { ROADWAYResident EngineerDateROANOKERIVER{ JOINT @ BENT 1{ JOINT @ BENT 4{ BRIDGETO GARYSBURGTO WELDON{ BENT 2FILL FACE @90 -00'-O0''{ BENT 3FILL FACE @END BENT 1END BENT 2140'-0" (SPAN A)150'-0" (SPAN B)180'-0" (SPAN C)150'-0" (SPAN D)140'-0" (SPAN E)760'-0" (FILL FACE TO FILL FACE)15BPR.17PROJECT NO.PLANHALIFAX(COLUMNS & FOOTINGS NOT SHOWN INCOUNTYPLAN VIEW FOR CLARITY)410063BRIDGE NO.SHEET 1 OF 2STATE OF NORTH CAROLINARALEIGHALPRANDEPARTMENT OF TRANSPORTATIONH CAROLRTINOSSIEONFOGENERAL DRAWINGSEAL030024ERNGINEETAERRG. ABASHAFOR BRIDGE 63 ONUS 158 / US 301OVER THE ROANOKE RIVER4/9/2019SHEET NO.REVISIONSNO.DRAWN BY :S. T. SANDORCHECKED BY :M. K. BEARDDATE :01/2018DATE :05/02/1802-APR-2019 17:22R:\Structures\Plans\401 005 15BPR.17 SMU GD 410063 S2.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETED12BY:DATE:NO.34BY:DATE:S-1TOTALSHEETS21
NOTES:REPAIR LOCATION AND ESTIMATES OF QUANTITIES ARE GIVEN WITH THE BESTDURING CONSTRUCTION, BERMS OR APPROPRIATE MEASURESINFORMATION AVAILABLE. IF ADDITIONAL REPAIRS NOT SHOWN IN THE DRAWINGS ARESHALL BE USED TO ENSURE HYDRO-DEMOLITION WATER DOES NOTDEEMED NECESSARY BY THE ENGINEER, THE ENGINEER SHALL NOTE IN THE DRAWINGFLOW OR MIGRATE INTO ACTIVE TRAVEL LANES.THE APPROXIMATE LOCATION AND DESCRIPTION OF THE REPAIRS AND ADJUST THEACTUAL QUANTITIES ENTERED IN TO REPAIR QUANTITIES TABLE.FOR CONCRETE WORK FOR JOINT REPLACEMENT, SEESPECIAL PROVISIONS.WOODSEXISTING DIMENSIONS AND BRIDGE CONDITION ARE FROM BEST INFORMATIONAVAILABLE. THE CONTRACTOR SHALL FIELD VERIFY THE INFORMATION SHOWN ON THEFOR VOLUMETRIC MIXER, SEE SPECIAL PROVISIONS.PLANS AND NOTIFY THE ENGINEER IF ACTUAL DIMENSIONS AND CONDITIONS DIFFER.FOR CLEANING AND PAINTING EXISTING WEATHERING STEEL,EXISTING JOINTS AND DECK DRAINS SHALL BE SEALED PRIOR TO BEGINNING SURFACEPOLLUTION CONTROL AND PAINTING CONTAINMENT, SEEPREPARATION OF BRIDGE DECK. PAINTING EXISTING WEATHERING STEEL STRUCTURE'', SPECIALPROVISIONS.INCIDENTAL MILLING IS INCLUDED TO ENSURE A SMOOTH TRANSITION ONTO THEWOODSBRIDGE FLOOR. DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL MILL ASFOR EPOXY RESIN INJECTION, SEE SPECIAL PROVISIONS.REQUIRED TO PROVIDE A SMOOTH TRANSITION TO THE ROADWAY AT BOTH ENDS OFWOODSBRIDGE #63BRIDGE.FOR SHOTCRETE REPAIRS, SEE SPECIAL PROVISIONS.THE CONTRACTOR SHALL PROVIDE A METHOD OF HANDLING UNEXPECTED BLOW THROUGHFOR CONCRETE REPAIRS, SEE SPECIAL PROVISIONS.OF THE DECK.TO GARYSBURGFOR POURABLE SILICONE JOINT SEALANT, SEE SPECIAL PROVISIONS.FOR SCARIFYING BRIDGE DECK, HYDRO-DEMOLITION OF BRIDGE DECK, CLASS II SURFACEUS 158 / US 301PREPARATION AND CLASS III SURFACE PREPARATION SEE ''LMC OVERLAY SURFACEFOR CLEANING AND PAINTING EXISTING BEARING PLATES, SEEPREPARATION SPECIAL PROVISION.SPECIAL PROVISIONS.THE CONTRACTOR MUST COLLECT, TREAT AND DISPOSE OF RUN-OFF WATER FROM THEFOR LATEX MODIFIED OVERLAY, PLACING & FINISHING OFHYDRO-DEMOLITION PROCESS, SEE '' LMC OVERLAY SURFACE PREPARATION SPECIALLATEX MODIFIED CONCRETE OVERLAY AND GROOVING BRIDGEPROVISIONS.FLOORS, SEE LATEX MODIFIED CONCRETE'' SPECIAL PROVISION.FOR ELASTOMERIC CONCRETE FOR PRESERVATION, SEE SPECIAL PROVISIONS.FOR EPOXY COATING, SEE EPOXY COATING AND DEBRIS REMOVAL''ROANOKERIVERTO WELDONWOODSWOODSSPECIAL PROVISION.FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.LATITUDE36 25' 48.46"LONGITUDE77 35' 28.39"FOR BRIDGE JOINT DEMOLITION, SEE SPECIAL PROVISIONS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL STATE AND FEDERALSAFETY REQUIREMENTS.TRANSPORTATION MANAGEMENT PLANS.LONGITUDINAL CONSTRUCTION JOINTS OF OVERLAYS SHALL BE LOCATED ALONG THECENTERLINE OR EDGE OF TRAVEL LANES.INFORMATION INDICATED ON THE LOCATION SKETCH SHALL BE CONSIDERED GENERAL INFORMATION ONLY.AT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BEDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASFOR CONTROL OF TRAFFIC AND LIMITS ON PHASING OF CONSTRUCTION, SEELOCATION SKETCHFOR STRIP SEALS FOR PRESERVATION, SEE SPECIAL PROVISIONS.DETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THESTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,CONTRACTOR SHALL CONFIRM, THROUGH OTHER SOURCES,SPECIFIC INFORMATION REGARDING THE BRIDGES,AND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKROADWAYS, UTILITIES, THE SURROUNDING AREA, AND ANY OTHER ASPECTS THAT MAY BE NECESSARYIS ENCOUNTERED.TO PERFORM AND COMPLETE THE PROJECT.TOTAL BILL OF MATERIALPLACING &BRIDGE E,TYPE S9.5CTOTALASPHALTGROOVINGBINDER FORBRIDGEPLANT ELCLASS NISHINGOF JECTION*OVERLAYSQ. YD.TONSTONSSQ. FT.LBLUMP SUMSQ. YD.CU.YD.SQ. YD.CU. FT.LN. FT.134.016.01.132,657.02,438.0LUMP SUM9.4136.03,852.646.0788.0HALIFAXCLEANING ANDBRIDGE LS ENT VOLUMETRICWEATHERINGFORSTEEL FORBRIDGE #63MIXERCONCRETEFORPRESERVATIONCONCRETEBRIDGEWORK GE #63LN. FT.LN. FT.LUMP SUM15BPR.17PROJECT NO.TOTAL BILL OF MATERIALLUMP SUMLUMP SUMCU. FT.SQ. FT.SQ. FT.SQ. FT.HYDRODEMOLITIONOFBRIDGEDECKSQ. YD.COUNTYCLEANING SQ. YD.410063BRIDGE NO. :SHEET 2 OF 2EA.STATE OF NORTH CAROLINADEPARTMENT OF TRANSPORTATION88.088.0LUMP SUMLUMP SUMLUMP L DRAWINGALPRANTOTALH CAROLRTINOSSIEOFNOSEALMAY HAVE WORSENED AND QUANTITIES THAT MAYHAVE INCREASED SINCE BRIDGE WAS FIELD SCOPED.ASON PLAN SHEETS TO ACCOUNT FOR CONDITIONS THAT030024ERNGINEETAERRG. ABFOR BRIDGE 63 ONHA* TOTAL QUANTITY INCREASED FROM QUANTITIESUS 158 / US 301OVER ROANOKE RIVER10/29/2020NO.DRAWN BY :CHECKED BY :S. T. SANDORM. K. BEARDDATE :07/2018DATE :07/201829-OCT-2020 10:26R:\Structures\Plans\401 003 15BPR.17 SMU BM 410063 S1.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETEDSHEET 1
NOTES:46'-10" (OUT TO OUT)WHEN PREPARING THE SURFACE FOR LMC OVERLAY ADJACENT TO THEPREVIOUSLY PLACED LMC STAGE, THE PREVIOUSLY PLACED LMC SHALLBE SAW-CUT TO THE FULL DEPTH OF THE LMC AT THE CENTERLINE OFTHE BRIDGE AND ALL LMC IN THE 4" OVERLAP SHALL BE REMOVED WITHHAND TOOLS PRIOR TO PLACEMENT OF LMC IN THE SECOND STAGE.44'-0" (CLEAR ROADWAY)1'-5"22'-0"22'-0"1'-5"{ BRIDGEEXISTING CONCRETEDECK SURFACETHE WORK STAGING ON THIS PLAN SHEET INDICATES THAT THE RIGHTLANE LMC WORK IS PERFORMED FIRST, FOLLOWED BY THE LEFT LANELMC WORK. THE CONTRACTOR MAY ELECT TO SEQUENCE THE WORKDIFFERENTLY, BUT THE DIMENSIONS OF THE WORK ZONE AND CLEARROADWAY AREAS SHALL MATCH THAT INDICATED ON THIS PLAN SHEET,RESPECTIVE TO THE LANE WHERE THE LMC WORK IS BEING PERFORMED.CROWN POINTXISTINGEEXISTING(TYP.)SEE TRAFFIC MANAGEMENT PLANS FOR LANE WIDTHS, SEQUENCING ANDTYPICAL SECTION(EXISTING- LOOKING EAST)PREVIOUSLY PLACED LMCON BRIDGE DECK1‚ "OVERLAY THICKNESSOTHER TRAFFIC CONTROL MEASURES FOR STAGGING OF OVERLAY SURFACEPREPARATION AND OVERLAY PLACEMENT.*LOCATION OFLONGITUDINALJOINT* 4" OVERLAP BETWEEN OVERLAYSSTAGED LMC OVERLAY46'-10" (OUT TO OUT)44'-0" (CURB TO CURB)EXISTING BRIDGE18'-0" (STAGE 1 TRAFFIC)4'-0"22'-0" (STAGE 1 CONSTRUCTION)DECK4" OVERLAP1'-5"BETWEEN OVERLAYS{ BRIDGEDECK SURFACE BEFORE OVERLAY IS PLACEDDRUMEXISTING CONCRETEDECK SURFACE1'-5"LATEX MODIFIEDCONCRETE OVERLAYSECTION THRU DECKTEMPORARY BERMXISTINGEMATCH EXISTINGSTAGED LMC OVERLAY JOINT(AS NEEDED)FINISHED SURFACE OF LATEX1‚" LATEX MODIFIEDMODIFIED CONCRETE OVERLAYCONCRETE OVERLAY1‚" MIN. SCARIFICATION& HYDRO-DEMOLITIONTOP OF EXISTINGCONCRETE DECKTYPICAL SECTIONSURFACEDECK SURFACE BEFOREOVERLAY IS PLACED(STAGE 1- LOOKING EAST)DETAIL FOR LATEXMODIFIED CONCRETE OVERLAY46'-10" (OUT TO OUT)44'-0" (CURB TO CURB)22'-0" (STAGE 2 CONSTRUCTION)4'-0"(FINISHED SURFACE OF THE LATEX MODIFIED CONCRETE OVERLAY18'-0" (STAGE 1 TRAFFIC)IS APPROX.)LATEX MODIFIEDCONCRETE OVERLAY1'-5"1'-5"LATEX MODIFIEDCONCRETE OVERLAY{ BRIDGE15BPR.17PROJECT NO.HALIFAXDRUMCOUNTYTEMPORARY BERMXISTINGMATCH E410063BRIDGE NO.STATE OF NORTH CAROLINAH CAROLRTINOSSIEONFORALEIGHTYPICAL SECTIONAND SURFACEPREPARATION DETAILSALPRANDEPARTMENT OF TRANSPORTATIONSEALASHA030024ERNGINEETAERRG. AB4/9/2019NO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :08/2018M. K. BEARDDATE :09/201802-APR-2019 17:22R:\Structures\Plans\401 007 15BPR.17 SMU TS 410063 S3.dgnaabraha(STAGE 2- LOOKING EAST)SHEET NO.REVISIONSTYPICAL SECTIONDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETED12BY:DATE:NO.34BY:DATE:S-3TOTALSHEETS21
PAYMENT FOR CLASS II AND CLASS III SURFACE PREP. BASEDSUMMARY OF QUANTITIES FOR SPAN A''UPON SQUARE FEET OF ADDITIONAL DEMOLITION REQUIREDFOLLOWING HYDRO-DEMOLITION OF BRIDGE DECK, SEE "OVERLAYESTIMATESURFACE PREPARATION" SPECIAL PROVISION.SCARIFYING BRIDGE DECK669.8 SYHYDRO-DEMOLITION OF BRIDGE DECK669.8 SYACTUALAT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BEDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLCLASS II SURFACE PREPARATION0.4 SYCLASS III SURFACE PREPARATION0.0 SYBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASGROOVING BRIDGE DECK5,721.2 SFBRIDGE JOINT DEMOLITION22.0 SFDETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THELATEX MODIFIED CONCRETE OVERLAYSTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATPLACING AND FINISHIING LATEXOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKMODIFIED CONCRETE OVERLAY23.3 CY669.8 SYITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,CONCRETE WORK FOR JOINTAND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKREPLACEMENT165.0 SFIS ENCOUNTERED.APPROACH SLAB140'-0" (SPAN A'')SPAN B''FILL FACE @{ JOINTEND BENT 1@ BENT 11.0 S.F.3'-9"LIMITS OF SCARIFICATION & HYDRO-DEMOLITION, CLASS II SURFACE PREPARATION, AND PLACING & FINISHING LMCCONCRETE WORK FOR22'-0"JOINT REPLACEMENT6"BRIDGE JOINT1.0 S.F.44'-0"(CLEAR ROADWAY)DEMOLITION{ CONST.JOINT{ CONST.22'-0"JOINTA{ BRIDGEBAB1.0 S.F.15BPR.17PROJECT NO.PLAN OF SPAN A''HALIFAXCOUNTY(SEE SHEET S-10 FOR SECTION A-A AND SHEET S-11 FOR SECTION B-B)- APPROX. AREA CLASS IISTATE OF NORTH CAROLINASURFACE PREPARATIONNDEPARTMENT OF TRANSPORTATIONRALEIGHPRALJOINT REPLACEMENTH CAROLRTINOSSIEONFOA- CONCRETE WORK FOR410063BRIDGE NO.- SCARIFYING BRIDGE DECKSEALSURFACE PREPARATIONHAAS- BRIDGE JOINT DEMOLITION030024ERNGINEETAERRG. ABSPAN A''4/9/2019NO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :03/2018M. K. BEARDDATE :04/201802-APR-2019 17:22R:\Structures\Plans\401 009 15BPR.17 SMU S# 410063 S4 S9.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETEDSHEET 1
PAYMENT FOR CLASS II AND CLASS III SURFACE PREP. BASEDSUMMARY OF QUANTITIES FOR SPAN B''UPON SQUARE FEET OF ADDITIONAL DEMOLITION REQUIREDFOLLOWING HYDRO-DEMOLITION OF BRIDGE DECK, SEE "OVERLAYESTIMATESURFACE PREPARATION" SPECIAL PROVISION.SCARIFYING BRIDGE DECK718.7 SYHYDRO-DEMOLITION OF BRIDGE DECK718.7 SYACTUALAT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BEDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLCLASS II SURFACE PREPARATION3.8 SYCLASS III SURFACE PREPARATION0.0 SYBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASGROOVING BRIDGE DECK6,131.2 SFLATEX MODIFIED CONCRETE OVERLAY25.0 CYDETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THEPLACING AND FINISHIING LATEXSTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATMODIFIED CONCRETE OVERLAYOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKCONCRETE WORK FOR JOINTITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOREPLACEMENT718.7 SY165.0 SFQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,AND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKIS ENCOUNTERED.SPAN A''150'-0" (SPAN B'')SPAN C''{ BENT 2{ JOINT@ BENT 14.0 S.F.3'-9"CONCRETE WORK FORJOINT REPLACEMENT10.0 S.F.LIMITS OF SCARIFICATION & HYDRO-DEMOLITION, CLASS II SURFACE PREPARATION, AND PLACING & FINISHING LMC2.0 S.F.2.0 S.F.44'-0"(CLEAR ROADWAY)22'-0"4.0 S.F.2.0 S.F.BB2.0 S.F.22'-0"{ CONST.JOINT2.0 S.F.4.0 S.F.2.0 S.F.15BPR.17PROJECT NO.HALIFAXCOUNTYPLAN OF SPAN B''- SCARIFYING BRIDGE DECK410063BRIDGE NO.(SEE SHEET NO. S-11 FOR SECTION B-B)- APPROX. AREA CLASS IISURFACE PREPARATIONSTATE OF NORTH CAROLINA- CONCRETE WORK FORDEPARTMENT OF TRANSPORTATIONH CAROLRTINOSSIEONFORALEIGHALPRANJOINT REPLACEMENTSEAL030024ERNGINEETAERRG. ABASHASURFACE PREPARATIONSPAN B''4/9/2019SHEET NO.REVISIONSNO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :03/2018M. K. BEARDDATE :04/201802-APR-2019 17:22R:\Structures\Plans\401 009 15BPR.17 SMU S# 410063 S4 S9.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETED12BY:DATE:NO.34BY:DATE:S-5TOTALSHEETS21
PAYMENT FOR CLASS II AND CLASS III SURFACE PREP. BASEDSUMMARY OF QUANTITIES FOR SPAN C''UPON SQUARE FEET OF ADDITIONAL DEMOLITION REQUIREDFOLLOWING HYDRO-DEMOLITION OF BRIDGE DECK, SEE "OVERLAYESTIMATESURFACE PREPARATION" SPECIAL PROVISION.SCARIFYING BRIDGE DECK880.0 SYHYDRO-DEMOLITION OF BRIDGE DECK880.0 SYACTUALAT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BEDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLCLASS II SURFACE PREPARATION1.7 SYCLASS III SURFACE PREPARATION0.0 SYBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASGROOVING BRIDGE DECK7,380.0 SFLATEX MODIFIED CONCRETE OVERLAY30.0 CYDETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THEPLACING AND FINISHIING LATEXSTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATMODIFIED CONCRETE OVERLAY880.0 SYOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,AND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKIS ENCOUNTERED.SPAN B''SPAN D''180'-0" (SPAN C''){ BENT 2{ BENT 31.0 S.F.LIMITS OF SCARIFICATION & HYDRO-DEMOLITION, CLASS II SURFACE PREPARATION, AND PLACING & FINISHING LMC4.0 S.F.44'-0"(CLEAR ROADWAY)22'-0"2.0 S.F.4.0 S.F.4.0 S.F.22'-0"{ BRIDGE{ CONST.{ CONST.JOINTJOINT15BPR.17PROJECT NO.HALIFAXPLAN OF SPAN C''410063BRIDGE NO.- SCARIFYING BRIDGE DECK- APPROX. AREA CLASS IICOUNTYSTATE OF NORTH CAROLINASURFACE PREPARATIONH CAROLRTINOSSIEONFORALEIGHALPRANDEPARTMENT OF TRANSPORTATIONSEAL030024ERNGINEETAERRG. ABASHASURFACE PREPARATIONSPAN C''4/9/2019SHEET NO.REVISIONSNO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :03/2018M. K. BEARDDATE :04/201802-APR-2019 17:22R:\Structures\Plans\401 009 15BPR.17 SMU S# 410063 S4 S9.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETED12BY:DATE:NO.34BY:DATE:S-6TOTALSHEETS21
PAYMENT FOR CLASS II AND CLASS III SURFACE PREP. BASEDSUMMARY OF QUANTITIES FOR SPAN D''UPON SQUARE FEET OF ADDITIONAL DEMOLITION REQUIREDFOLLOWING HYDRO-DEMOLITION OF BRIDGE DECK, SEE "OVERLAYESTIMATESURFACE PREPARATION" SPECIAL PROVISION.SCARIFYING BRIDGE DECK718.7 SYHYDRO-DEMOLITION OF BRIDGE DECK718.7 SYACTUALAT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BEDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLCLASS II SURFACE PREPARATION1.1 SYCLASS III SURFACE PREPARATION0.0 SYBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASGROOVING BRIDGE DECK6,131.2 SFLATEX MODIFIED CONCRETE OVERLAY25.0 CYDETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THEPLACING AND FINISHIING LATEXSTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATMODIFIED CONCRETE OVERLAYOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKCONCRETE WORK FOR JOINTITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOREPLACEMENT718.7 SY165.0 SFQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,AND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKIS ENCOUNTERED.SPAN C''150'-0" (SPAN D'')SPAN E''{ BENT 3{ JOINT@ BENT 43'-9"LIMITS OF SCARIFICATION & HYDRO-DEMOLITION, CLASS II SURFACE PREPARATION, AND PLACING & FINISHING LMCCONCRETE WORKFOR JOINT22'-0"REPLACEMENT44'-0"(CLEAR ROADWAY)5.0 S.F.{ BRIDGE5.0 S.F.22'-0"{ CONST.JOINTBB15BPR.17PROJECT NO.HALIFAXPLAN OF SPAN D''(SEE SHEET NO. S-11 FOR SECTION B-B)- APPROX. AREA CLASS IISTATE OF NORTH CAROLINASURFACE PREPARATIONNDEPARTMENT OF TRANSPORTATIONRALEIGHPRALJOINT REPLACEMENTH CAROLRTINOSSIEONFOA- CONCRETE WORK FOR410063BRIDGE NO.- SCARIFYING BRIDGE DECKCOUNTYSEAL030024ERNGINEETAERRG. ABASHASURFACE PREPARATIONSPAN D''4/9/2019NO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :03/2018M. K. BEARDDATE :04/201802-APR-2019 17:22R:\Structures\Plans\401 009 15BPR.17 SMU S# 410063 S4 S9.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETEDSHEET 1
PAYMENT FOR CLASS II AND CLASS III SURFACE PREP. BASEDSUMMARY OF QUANTITIES FOR SPAN E''UPON SQUARE FEET OF ADDITIONAL DEMOLITION REQUIREDFOLLOWING HYDRO-DEMOLITION OF BRIDGE DECK, SEE "OVERLAYESTIMATESURFACE PREPARATION" SPECIAL PROVISION.SCARIFYING BRIDGE DECK669.8 SYHYDRO-DEMOLITION OF BRIDGE DECK669.8 SYACTUALAT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BEDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLCLASS II SURFACE PREPARATION0.4 SYCLASS III SURFACE PREPARATION0.0 SYBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASGROOVING BRIDGE DECK5,721.2 SFBRIDGE JOINT DEMOLITION22.0 SFDETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THELATEX MODIFIED CONCRETE OVERLAYSTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATPLACING AND FINISHIING LATEXOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKMODIFIED CONCRETE OVERLAY23.3 CY669.8 SYITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,CONCRETE WORK FOR JOINTAND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKREPLACEMENT165.0 SFIS ENCOUNTERED.SPAN D''140'-0" (SPAN E'')APPROACH SLAB{ JOINTFILL FACE @@ BENT 4END BENT 23'-9"CONCRETE WORK FORJOINT REPLACEMENT22'-0"LIMITS OF SCARIFICATION & HYDRO-DEMOLITION, CLASS II SURFACE PREPARATION, AND PLACING & FINISHING LMC6"BRIDGE JOINT44'-0"(CLEAR ROADWAY)DEMOLITION4.0 S.F.{ BRIDGEBB22'-0"AA{ CONST.JOINT{ CONST.JOINT15BPR.17PROJECT NO.HALIFAXPLAN OF SPAN E''410063BRIDGE NO.- SCARIFYING BRIDGE DECKCOUNTY(SEE SHEET NO. S-10 FOR SECTION A-A AND SHEET S-11 FOR SECTION B-B)- APPROX. AREA CLASS IISTATE OF NORTH CAROLINASURFACE PREPARATIONNRALEIGHPRALJOINT REPLACEMENTH CAROLRTINOSSIEONFOA- CONCRETE WORK FORDEPARTMENT OF TRANSPORTATIONSEALSURFACE PREPARATIONHAAS- BRIDGE JOINT DEMOLITION030024ERNGINEETAERRG. ABSPAN E''4/9/2019NO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :03/2018M. K. BEARDDATE :04/201802-APR-2019 17:22R:\Structures\Plans\401 009 15BPR.17 SMU S# 410063 S4 S9.dgnaabrahaDOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETEDSHEET 1
PAYMENT FOR CLASS II AND CLASS III SURFACE PREP. BASED UPONSUMMARY OF QUANTITIES FOR APPROACH SLABSSQUARE FEET OF ADDITIONAL DEMOLITION EQUIRED FOLLOWINGHYDRO-DEMOLITION OF BRIDGE DECK, SEE OVERLAY SURFACEESTIMATEPREPARATION" SPECIAL PROVISION.SCARIFYING BRIDGE DECK195.6 SYAT THE TIME OF PREPARATION OF THESE PLANS, IT WAS NOTANTICIPATED THAT CLASS III SURFACE PREPARATION ANDHYDRO-DEMOLITION OF BRIDGE DECK195.6 SYCONCRETE REPAIRS WOULD BE REQUIRED. HOWEVER, IT MAY BECLASS II SURFACE PREPARATION2.1 SYCLASS III SURFACE PREPARATION0.0 SYACTUALDETERMINED IN THE FIELD THAT CLASS III SURFACEPREPARATION AND CONCRETE REPAIRS, OR OTHER WORK WILLBE NECESSARY TO PROPERLY COMPLETE THE INTENDED BRIDGEGROOVING BRIDGE DECK1,640.0 SFPRESERVATION/ REHABILITATION WORK. THE CONTRACTOR SHALL BEPREPARED TO PERFORM SUCH WORK IN A TIMELY MANNER, ASDETERMINED IN THE FIELD. SUCH WORK SHALL BE CONSIDERED EXTRAWORK AND SHALL BE ADDRESSED AS PER ARTICLE 104-7 OF THESTANDARD SPECIFICATIONS. PROJECT SPECIAL PROVISIONS THATOUTLINE REQUIREMENTS FOR THESE POTENTIAL ADDITIONAL WORKITEMS HAVE BEEN PROVIDED IN PROJECT DOCUMENTS, BUT NOBRIDGE JOINT DEMOLITION44.0 SFLATEX MODIFIED CONCRETE OVERLAY6.8 CYPLACING AND FINISHIING LATEX195.6 SYMODIFIED CONCRETE OVERLAYQUANTITIES HAVE BEEN LISTED. ACTUAL PAY ITEMS, QUANTITIES,AND COSTS WILL BE ESTABLISHED, AS REQUIRED, IF EXTRA WORKIS ENCOUNTERED.20'-0" (WEST APPROACH SLAB)760'-0" (FILL FACE TO FILL FACE)A20'-0" (EAST APPROACH SLAB)A- SCARIFYING BRIDGE DECK6"BRIDGE JOINT44'-0"(CLEAR ROADW AY)DEMOLITION-APPROX. AREA CLASS IISURFACE PREPARATION- BRIDGE JOINT DEMOLITIONLIMITS OF SCARIFICATION &LIMITS OF SCARIFICATION &HYDRO-DEMOLITIONHYDRO-DEMOLITIONCLASS II SURFACE PREPARATION, ANDPLACING & FINISHING LMCCLASS II SURFACE PREPARATION, ANDPLACING & FINISHING LMC6"BRIDGE JOINTDEMOLITION15BPR.17PROJECT NO.HALIFAXCCAAC410063BRIDGE NO.CCOUNTY7.0 S.F.STATE OF NORTH CAROLINA11.5 S.F.RALEIGHALPRANDEPARTMENT OF TRANSPORTATIONH CAROLRTINOSSIEONOFSEALSURFACE PREPARATIONAPPROACH SLABSASHA030024ERNGINEETAERRG. ABPLAN OF WEST AND EAST APPROACH4/9/2019NO.DRAWN BY :CHECKED BY :S. T. SANDORDATE :04/2018M. K. BEARDDATE :05/201802-APR-2019 17:22R:\Structures\Plans\401 009 15BPR.17 SMU S# 410063 S4 S9.dgnaabraha(SEE SHEET NO. S-10 FOR SECTIONS A-A AND C-C)DOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETEDSHEET 1
6"6"6"POURABLE SILICONEJOINT SEALANT(TYP.)REMOVE AND CLEANEXISTING JOINT MAT'LJOINTJOINTDEMOLITIONDEMOLITIONTOP OF EXISTINGELASTOMERICCONCRETESEE DETAIL ANOTES:À JT.@ END BENTCONTRACTOR SHALL FIELD VERIFY THE EXISTING1Œ"JOINT OPENING PRIOR TO OBTAINING JOINTMATERIAL.45 RETAIN ALL EXISTING REINFORCING STEEL.CLEAN AND REPAIR AS NEEDED.1‚" HYDRO-DEMO. ANDDECK SCARIFICATION1Œ"SURFACELATEX MODIFIEDCONCRETE OVERLAY(TYP.)(TYP.)TOP OF EXISTINGSAWCUTCONCRETE APPROACH 54BEVEL AS SHOWN‚ "CONCRETE DECK(TYP.)3"DEMO.1‚ "JOINTDEMOLITION3"SLABTHE INSTALLED SILICONE JOINT SEAL SHALL BEWATER TIGHT.APPROACHFOR ELASTOMERIC CONCRETE FOR PRESERVATION,SLABSEE SPECIAL PROVISIONS.ELASTOMERICBACKER L OF MATERIALSEXISTING OPENINGQUANITIESUNITSELASTOMERICCURTAIN WALLCURTAIN WALLCURTAIN WALLMINIMUM EXISTINGJOINT DEMOLITIONEXISTINGDETAIL APROPOSEDCONCRETE FORPRESERVATION22.0C.F.POURABLE SILICONEJOINT SEALANT88.0L.F.(PROPOSED)SECTION A-ATOP OF EXISTINGTOP OF EXISTINGTOP OF EXISTINGTOP OF EXISTINGPROPOSED ASPHALTLATEX MODIFIEDASPHALT WEARINGCONCRETE APPROACHASPHALT WEARINGCONCRETE APPROACHWEARING SURFACECONCRETE OVERLAYSURFACESLABSURFACE(M IN.)1 "(DEMO.)1‚ "(1 "M IN.)M ILLINGSLABREMOVAL OF CONCRETE AT THE EXISTING JOINT SHALLRESULT IN THE BOTTOM OF THE EXCAVATION BEINGREASONABLY FLAT AND LEVEL. TO PROVIDE SUFFICIENTSUBSTRATE FOR PLACEMENT AND SUPPORT OFELASTOMERIC OR REPAIR PPROACHROADWAYSLABROADWAYSLABROADWAYSLABMINIMUM EXISTINGJOINT DEMOLITIONEXISTINGDPROPOSEDSECTION C-CEXISTING OPENING (DECK)BARRIERSAWED OPENING (DECK)RAIL5"DIMENSIONS)JOINT OPENING IN CURBOPENING IN DECK15BPR.17PROJECT NO.HALIFAX‚ "SAWED TO MATCH SAWED(MIN.)(SEE SECTION D-D FORBARRIERRAIL410063BRIDGE NO.PROVIDE WATERTIGHT SEALCOUNTYAT END OF SILICONE JOINTDEPARTMENT OF TRANSPORTATIONRALEIGHH CAROLRTINOSSIEONFOPRBOTTOM OF SEALNRADIUS OF SAW BLADEJOINT DETAILSAL{ JOINT @ BENTSTATE OF NORTH CAROLINAAEXISTINGBY MANUFACTURERSAW ED1"SEAL AS RECOMMENDEDSEALPLANAT APPROACH SLABSHASECTION D-D030024ERNGINEETAERRG. ABASD& BARRIER RAILS4/9/2019JOINT DETAILS AT BARRIER RAILDRAWN BY :CHECKED BY :S. T. SANDORDATE :05/2018M. K. BEARD / M. AHMEDDATE :05/201802-APR-2019 17:22R:\Structures\Plans\401 010 15BPR.17 SMU JT 410063 S10 S14.dgnaabrahaNO.DOCUMENT NOT CONSIDEREDFINAL UNLESS ALLSIGNATURES COMPLETEDSHEET 21
NOTES:{ EXP. JOINT{ EXP. JOINTEXISTING MODULAR EXPANSION JOINT DETAIL ARE SHOWN FORINFORMATION ONLY. ACTUAL FIELD CONDITIONS MAY VARY. THECONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THEBENT 1 - #4 B'' BARSTOP OF(TYP.) -EXISTINGEXISTINGCONCRETECONCRETEDECKBENT 4 - #5 B'' BARSDEPARTMENT IF ACTUAL CONDITIONS VARY FROM WHAT IS SHOWNTOP OFEXISTING MODULAR JOINT(TYP.) -ON THESE PLANS.CONCRETE WORK FOR JOINT REPLACEMENTDECKTHE CONTRACTOR SHALL HAVE A REPRESENTATIVE FROM THE JOINTMANUFACTURE PRESENT DURING INSTALLATION OF PROPOSEDHARDWARE TO BE REMOVED3'-9"3'-9"EXPANSION JOINT SEAL.ALL EXPOSED ENDS OF CUT BARS SHALL BE COATED WITH EPOXYPRIOR TO THE NEW JOINT MATERIAL INSTALLATION.8 "(TYP.)(TYP)#6 A'' BARSTHE CONTRACTOR SHALL PREPARE THE BOTTOM SURFACE
floors, see latex modified concrete'' special provision. latex modified concrete overlay and grooving bridge for latex modified overlay, placing & finishing of sealant joint silicone pourable ln. ft. 88.0 cu. ft. general drawing total 660.0 preservation for concrete elastomeric latitude 36 25' 48.46" longitude 77 35' 28.39" for .
