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Home My WebLink AboutAngela Street Bridge_AA 2023-0515Sarah Andrews, President HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY CERTIFICATE OF APPROPRIATENESS The Historic Preservation Commission of South Bend and St. Joseph County has approved the following work: Remove/replace asphalt roadway across bridge; masonry seal for sidewalks and railings along bridge; maintenance/repair for the sidewalk approach to bridge. TBD, Contractor for the following location: 900 W Angela Boulevard Bridge South Bend, IN, 46617 Application No. 2023-0515 in the County of St. Joseph; State of Indiana; which is: Located in a Local Historic District A Local Historic Landmark and found this application to be appropriate according to the Standards pertaining to Local Historic Landmarks and/or Local Historic Districts. Regulations pertaining to the Historic Preservation Commission are found in Chapter 21 (Zoning), South Bend Municipal Code and Chapter 26 of the St. Joseph County Code. The issuance of this certificate does NOT in any manner, release the recipient from the responsibility of complying with the requirements of the zoning ordinances, building codes, safety codes, ADA or other requirements of the City of South Bend, the County of St. Joseph, the State of Indiana, or the United States Federal Government. This certificate is good for one year from the date of issuance and is effective from the date entered herein. Plans are on file and open for public inspection at the office of the Historic Preservation Commission of South Bend and St. Joseph County, 227 West Jefferson Blvd., Suite 1400 S, South Bend, Indiana, during normal business hours. THIS CERTIFICATE IS NOT TRANSFERABLE NAME OF APPLICANT:St. Joseph County CERTIFICATE ISSUED BY: Adam Toering Historic Preservation Administrator POST IN A CONSPICUOUS PLACE ON THE STREET SIDE OF THE PROJECT UNTIL COMPLETION OF ALL WORK. Phone: (574) 235-9371 E-mail: SBSJCHPC@southbendin.gov ADAM TOERING Historic Preservation Administrator 5/15/2023DATE CERTIFICATE TAKES FORCE:5/15/2024DATE CERTIFICATE EXPIRES: Ord No. 9104-2000 ADMINISTRATIVE APPROVAL Figure 1- Upstream Face - Looking North Figure 2 - Looking West from Northshore Drive Figure 3 - Looking East from Riverside Drive Figure 4 - Downstream Face - Looking South ROAD CLOSURE SIGN ASSEMBLY - TYPE 2BRIDGE CLOSED_ MILES AHEADLOCAL TRAFFIC ONLYR11-3b (Bridge)60" x 30"DETOURAHEADROADCLOSEDAHEADFEXW20-3 (AHEAD) 48" x 48" (A)XW20-248" x 48" (A)ROAD CLOSURE SIGN ASSEMBLY - TYPE 3BRIDGE CLOSED_ MILES AHEADLOCAL TRAFFIC ONLYR11-3b (Bridge)60" x 30"DETOURXM4-10 (R or L)48" x 18"A1XM4-824" x 12"M5-1(R or L)(S)21" x 15"XD3-154" x 12"ADVANCE TURNDETOUR MARKERASSEMBLYB1M6-1(R or L)(S)21" x 15"C1M6-3(S)21" x 15"D1XM4-8a24" x 18"DIRECTIONALDETOUR MARKERASSEMBLYCONFIRMING DETOURROUTE MARKERASSEMBLYEND DETOURROUTE MARKERASSEMBLYA2ADVANCE TURNDETOUR MARKERASSEMBLYB2C2D2DIRECTIONALDETOUR MARKERASSEMBLYCONFIRMING DETOURROUTE MARKERASSEMBLYEND DETOURROUTE MARKERASSEMBLYDETOUR ROUTE MARKER ASSEMBLIESXM4-824" x 12"XD3-154" x 12"XM4-824" x 12"XD3-154" x 12"M3-2(S)24" x 12"M3-2(S)24" x 12"M3-2(S)24" x 12"M3-2(S)24" x 12"XD3-154" x 12"XM4-824" x 12"M5-1(R or L)(S)21" x 15"XD3-154" x 12"M6-1(R or L)(S)21" x 15"M6-3(S)21" x 15"XM4-8a24" x 18"XM4-824" x 12"XD3-154" x 12"XM4-824" x 12"XD3-154" x 12"XD3-154" x 12"M3-2(S)24" x 12"M3-4(S)24" x 12"M3-2(S)24" x 12"M3-2(S)24" x 12"GXW20-3 48" x 48" (A)ROADCLOSED__ FTROAD CLOSURE SIGN ASSEMBLY - TYPE 1CLOSED48" x 30"R11-2 (Bridge)BRIDGEGENERAL NOTES:1. Install construction signs as shown on plans and as directed.2. All Type 'A' construction signs to have low intensity flashing yellow light, Type 'A'.3. All materials, procedures, signs, markings, and miscellaneous items shall conform tothe requirements of the INDOT standard specifications and the Indiana Manual onUniform Traffic Control Devices, and revisions there to.4. Contractor shall notify local and St. Joseph County fire department, police,ambulance services, and schools of the work schedule and temporary traffic layoutsat least two weeks prior to construction.5. The signalized intersection at Angela Blvd. and North Shore Dr. shall flash red duringthe bridge closure period. Contractor shall coordinate with the City of South Bendand St. Joseph County for adjustment of the Angela Blvd. and North Shore Dr.signalized intersection during construction.OVERALL ESTIMATE OF QUANTITIES - CONTROLLINGITEMQUANTITYUNITMaintaining Traffic1Lump SumConstruction Sign Type A (2 Undistributed)14EachConstruction Sign Type B4EachBarricade Type II*8EachBarricade Type III-A84LFTBarricade Type III-B60LFTRoad Closure Sign Assembly10EachDetour Route Marker Assembly30EachOFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERMAINTENANCE OF TRAFFICGENERAL NOTES202144.00JAJMHFEK/DTCEKDECEMBER 202227R E GI STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG INEER E ASA KHAN12/30/22ANGELA BLVDXD3-1 54" x 12"*Barricade Type II shall be included in the cost of Maintaining Traffic pay item.DETOUREASTANGELA BLVDDETOUREASTANGELA BLVDDETOUREASTANGELA BLVDEASTANGELA BLVDENDDETOURENDDETOURANGELA BLVDWESTANGELA BLVDWESTDETOURANGELA BLVDWESTDETOURANGELA BLVDWESTDETOURTYPE II BARRICADEScale: None36"36" 8"8"Orange w/ Black Legend(8" C Series Letters) 20Angela Blvd.BusDiamond Ave.Portage Ave.Portage Ave.St. Joseph RiverNorth Shore Dr.31BusLincolnway WestLincolnway West N. Main St.Marion St.Madison St.Colfax Ave.Riverside Dr.Angela Blvd.PROJECT LOCATIONDetail 'C'Detail 'A'Detail 'B'Detail 'D'D2B1A1EFC1B2A2C1C2C2B1A1C1B2A2C2 B1A1C1B2A2C1C2B1A1C2D1B2 A2 E FWoodward Ave.Woodward Ave.C2EC1EDETOUR ROUTE1" = 500'LEGEND:Barricade Type IIIRoad Closure AssemblyRoad Construction SignDirection of TrafficDETOUR ROUTE MARKER ASSEMBLY4 Each4 Each4Each4Each6 Each6 Each1Each1EachA1A2B1B2C1C2D1D2CONSTRUCTION SIGNS - 'A'4Each4 Each4EachEFG12 lft of Type III-B Barricade andRoad Closure Sign Assembly - Type 330'A n g e l a B l v d . D i am o n d A v e .Portage Ave.Portage Ave.Blaine Ave.Angela Blvd.Angela Blvd.Michigan St./ S.R. 933Michigan St./ S.R. 933 12 lft of Type III-B Barricade andRoad Closure Sign Assembly - Type 33 0 ' A n g e l a B l v d . A n g e l a B l v d .Woodward Ave.Woodward Ave.3 0 'SidewalkSidewalkSide w a l k Sidewalk Sidewalk48 lft of Type III-A Barricade andRoad Closure Sign Assembly - Type 1ShoulderShoulderAngela Blvd.Angela Blvd.Northshore Dr.Angela Blvd.Angela Blvd.200'200'ROADCLOSED__ FTROADCLOSED__ FTXW20-3 (200 ft) 48" x 48" (A) XW20-3 (400 ft) 48" x 48" (A) Riversi d e D r .Riverside Dr.36 lft of Type III-A Barricade andRoad Closure Sign Assembly - Type 1200'200'ROADCLOSED__ FTROADCLOSED__ FT12 lft of Type III-B Barricade andRoad Closure Sign Assembly - Type 312 lft of Type III-B Barricade andRoad Closure Sign Assembly - Type 3XW20-3 (200 ft)48" x 48" (A)XW20-3 (400 ft)48" x 48" (A)Road Closure Sign Assembly - Type 3Road Closure Sign Assembly - Type 2Road Closure Sign Assembly - Type 2G GGG 12 lft of Type III-BBarricade and RoadClosure SignAssembly - Type 2Northshore Dr. R O A D C L O S E D A H E A D XW 2 0 - 3 ( AH E AD ) 4 8 " x 4 8 " ( A )200'F 200'XW20-3 (AHEAD) 48" x 48" (A)ROADCLOSEDAHEADFOFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERMAINTENANCE OF TRAFFICDETOUR ROUTE202144.00JAJMHFEK/DTCEKDECEMBER 2022AS NOTED37R E GI STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG INEER E ASA KHAN12/30/222 Each of Type II Barricade andR9-9 Sidewalk Closed 24"x12"2 Each of Type II Barricade andR9-9 Sidewalk Closed 24"x12"2 Each of Type II Barricade andR9-9 Sidewalk Closed 24"x12"2 Each of Type II Barricade andR9-9 Sidewalk Closed 24"x12"DETAIL ANot to ScaleDETAIL BNot to ScaleDETAIL CNot to ScaleDETAIL DNot to Scale C ArchLC ArchLC ArchLPier #2Pier #2Abutment #4Abutment #1Ex. GroundEx. GroundEx. GroundSpan ASpan BSpan CEx. Bridge Railing,Type TXELEVATION VIEWLimits of Surface Seal and Masonry Coating forEx. Concrete Railing, Type TX13P.V.I. 13+94.89EL. = 683.96V.C. = 250'2.8%-2.6%P.V.I. 12+48.30EL. = 679.86V.C. = 40'0.56%2.8%P.V.I. 15+67.05EL. = 680.01V.C. = 50'-2.6%-1.8%EXISTING CURVE DATAEXISTING CURVE DATAEXISTING CURVE DATA257'-2" O-O Slab84'-0"Span A88'-0"Span B84'-0"Span CC Pier #2LC Pier #3L6'-0"6'-0"5'-0" Bike LaneC ArchLC ArchLC ArchLBegin ProjectSta. 12+31.38 "A"C Pier #2Sta. 13+56.30 "A"P.G. El.=682.07LF.F. of Bent #1Sta. 12+72.30 "A"P.G. El.=680.53C Pier #3Sta. 14+44.30 "A"P.G. El.=682.06LF.F. of Bent #4Sta. 15+28.30 "A"P.G. El.=680.49PLAN VIEW21'-2"21'-8"Line "A"41'-0" Clear Roadway 54'-4" O-O CopingEx. Deck Drain (Typ.)13141577132220'-0"1121616610111684551218135513161611111423131719End ProjectSta. 15+70.47 "A"108915'-6" Lane 15'-6" Lane 5'-0" Bike Lane 13231711135'-6" Sidewalk209221824245'-6" Sidewalk OFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERGENERAL PLAN202144.00JAJMHFEK/DTCEKDECEMBER 20221/16" = 1'-0"47GENERAL NOTES:1. Stations, dimensions, elevations and alignment data are based on existingplans and shall be field verified by the Contractor.2. Where new work is to be fitted to old work, the Contractor shall check alldimensions and conditions in the field, and report any errors or discrepanciesto the Engineer.3. Proposed west side reinforced concrete bridge approach (RCBA) with roadwaymill and overlay shall have positive drainage to the west adjacent storm sewerinlet.4. Proposed east side RCBA overlay shall have height transitioned from eastexisting pavement of 1-1/2" to proposed bridge deck overlay of 1-3/4".ORIGINAL DESIGN DATAClass C Concrete: f'c = 4,000 psiReinforcing Steel (Grade 60): fy = 60,000 psiLive Load: The bridge is designed for HS20-44 loadingin accordance with 1996 AASHTO SpecificationsDead Load: Actual weight plus 35 PSF for future wearing surfaceLEGEND:Mill 1-1/2" Existing Bridge Deck and East RCBA Surface.Apply Partial Depth Patching as Directed by Engineer.Install 1-3/4" Rigid Deck Overlay, Latex Modified Portland CementConcrete or Silica Fume Modified.Remove Existing West RCBA and Install new RCBA With Integral Curb.Clean Existing Deck Drains.Saw cut and Patch Existing Concrete Sidewalk.Remove Existing Concrete Sidewalk and/or Curb and Gutter.Install 10.5" Min. PCCP w/ 165 lbs/sys HMA Surface, Type C Overlay.Remove Curb and Gutter and Install Combined Curb and Gutter. Install new Sidewalk and/or Transition Bike Ramp.Patch Concrete Structures (Bridge Railing, Railing end Blocks, andWingwalls/Retaining Walls).Patch top of Existing Abutment Full Width Along West RCBA. Area to bePatched with Patching Concrete Structures.Surface Seal Existing Bridge Railing and Existing Sidewalks Spanning theFull Length of the Structure and Sidewalks on Approach Slabs. ApplyMasonry Coating to Bridge Railing as Needed.Clear Bushes and Trees (2 Each) Around Approach Railing and RetainingWalls.Transition Mill and Resurface 165 lbs/sys HMA Surface, Type C at WestApproach.Remove Existing Overlay Dam of Sidewalk Expansion Joint andReconstruct Using Concrete for Patching Bridge Expansion Joint.Remove Existing Expansion Joint, Clear Debris From Joint, and Installnew Pre-Compressed Foam Joint.Type IA Joint to be Sawed and Sealed After Completion of Bridge Deckand Approach Overlay.Restripe Lane Lines Within the Project Limits Upon Completion ofConstruction. (See Pavement Markings Summary Table, Sheet 7)Gas Main Valve box to be Adjusted to Grade.Install Concrete Curb.Relocate Ground Mounted Sign (5' West of Proposed Sidewalk).Saw cut and Seal Joints after Completion of Bridge Deck and ApproachOverlay.Bike Lane Symbol (Multi-Component).123456789101112131415161718192021222324REINFORCED CONCRETE ARCH BRIDGE3 SPANS: 84'-0", 88'-0", 84'-0" SKEW: 0°CLEAR ROADWAY: 41'-0"ANGELA BOULEVARD OVER ST. JOSEPH RIVERST. JOSEPH COUNTYR E GI STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG INEER E ASA KHAN12/30/22 15'-6"Lane1'-2"1'-9"1'-0"1" 1'-9" Varies 4'-9" to 1'-2 3 8" Varies 3'-3" to 1'-4"2'-0"2'-0"2'-0"17'-0"17'-0"40'-0"15'-6"Lane5'-6"Sidewalk54'-4" O-O Coping2.0%2.0%Ex. Conc. SlabEx. Railing,TX TypeTop of Ex. Arch RingEx. Column(Typ.)Ex. Spandrel Wall(Typ.)Ex. ColumnEx. WaterLineEx. Gas LineEx. FillEx. FillEx. R.C. TieBeamC Roadway & Line "A"LTYPICAL SECTIONScale: 14" = 1'-0"1'-0"5'-0"Bike Lane5'-0"Bike Lane5'-6"1'-2"1919Profile Grade19Rigid Concrete BridgeDeck OverlayPartial Depth Patching(Est. Qty. 234 sft.)19Limits of SurfaceSeal for Sdwk. (Typ.)OFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERTYPICAL SECTION202144.00JAJMHFEK/DTCEKDECEMBER 20221/4" = 1'-0"57LEGEND:Mill 1-1/2" Existing Bridge Deck and East RCBA Surface.Apply Partial Depth Patching as Directed by Engineer.Install 1-3/4" Rigid Deck Overlay, Latex Modified Portland CementConcrete or Silica Fume Modified.Surface Seal Existing Bridge Railing and Existing Sidewalks Spanning theFull Length of the Structure and Sidewalks on Approach Slabs. ApplyMasonry Coating to Bridge Railing as Needed.Restripe Lane Lines Within the Project Limits Upon Completion ofConstruction. (See Pavement Markings Summary Table, Sheet 7)1231319Limits of Surface Sealand Masonry Coatingfor Railing (Typ.)REINFORCED CONCRETE ARCH BRIDGE3 SPANS: 84'-0", 88'-0", 84'-0" SKEW: 0°CLEAR ROADWAY: 41'-0"ANGELA BOULEVARD OVER ST. JOSEPH RIVERST. JOSEPH COUNTYR E GI STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG INEER E ASA KHAN12/30/22 C StructureL3"3"31-#5x41'-10" Spa. @ 8"=20'-0" (Top.)11-#5x41'-10" Spa. @ 2'-0"=20'-0" (Bot.)64-#5x20'-2" Spa. @ 8" Max.=41'-8" (Top)85-591 Spa. @ 6" Max.=41'-8" (Bot.)3"3"42'-2"20'-6"Type IA JointBridge Expansion Joint, PCF1'-0"20'-6" Bridge Approach1'-0"1'-0"2"Bridge ExpansionJoint, PCF(See Detail)1-1 2" Milling 2" Cl.#5 in Abutment WallTo be Lapped with Existing #4Type IA Joint402 in Abutment WallTo be Lapped With Existing #4#5x20'-2" @ 8" (Max.)591 @ 6" (Max.)#5's2'-0"2"Geotextile for Pavement, Type 2B onSubgrade Treatment Type III8"Typ.Bridge Deck Overlay Materialto be Placed Monolithicallyw/ Deck OverlaySubbase for PCCP2'-0"Typ.Ex. #5 Bar to RemainClean and StraightenEx. #4 Bar to Remain12"x2" PreformedExpansion Joint Filler12"x4" PreformedExpansion Joint Filler2 Layers of Polyethylene,Thickness 6 Mils (Min.)9"Clear Debris from Joint6"Varies 8" to 6"2" R.14" R.Br. Appr. Slab 401 Stirrup Barsat 2'-0" O.C.Silicone Sealant(Field Applied)2"3 4"Pre-Compressed FoamJoint SealEpoxy BondingAdhesive (Typ.)Concrete or BridgeNosing SubstrateBridge Deck Overlay Materialto be Placed Monolithicallyw/ Deck OverlayEx. AsphaltSubbase for PCCP9" Bike RampVaries 0" to 4'-7" Combined ConcreteCurb and GutterPCCP w/1.5"Asphalt Overlay1'-8" Min.Compacted Aggregate, No. 534" 1.5" AsphaltOverlaySidewalkConcrete CurbVaries 0" to 6" 6" 101 2"OFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERREINFORCED CONCRETEBRIDGE APPROACH202144.00JAJMHFEK/DTCEKDECEMBER 2022AS NOTED67BRIDGE APPROACH PLAN(WEST APPROACH)Scale: 1/4" = 1'-0"SECTION THROUGH APPROACH(WEST APPROACH)Scale: 3/4" = 1'-0"BILL OF MATERIALSWEST APPROACH SLABEPOXY COATED REINFORCING BARSMARK /SIZENo. BARS LENGTHWEIGHT(LBS.)591 85 20'-9"#564 20'-2"#5 44 41'-10"TOTAL #5 BARS401 24 2'-8"402 44 2'-8"TOTAL #4 BARSTOTAL EPOXY COATEDREINFORCING BARS5150CONCRETEREINFORCED CONCRETE BRIDGEAPPROACH, 12"96 sysMISCELLANEOUSSUBBASE FOR PCCP24 cysGEOTEXTILE FOR PAVEMENT,TYPE 2B109 sysCURB, INTEGRAL CONCRETE43 lftBRIDGE EXPANSION JOINT, PCF111 lftCONCRETE PATCHING FOR BRIDGEEXPANSION JOINT14 sft591 x 20'-9"402 x 2'-8"8"12"20'-2"401 x 2'-8" (Avg. Length)1'-4"DETAIL 'A'N.W. SIDEWALKScale: 3/16" = 1'-0"DETAIL 'B'S.W. SIDEWALKScale: 3/16" = 1'-0"See Detail 'A'N.W. SidewalkSee Detail 'B'S.W. Sidewalk10'-4"2'-1"5'-8"5'-6"5'-6"4'-10"10'-41 2"6'-6"10'-0"8'-8"11'-1"5'-3"5'-2"18'-8"Bike Ramp Transition5.0%Max.0.5 % Min . 2.0% Max.MODIFIED INTEGRAL CONCRETE CURB(VERTICAL)Scale: 1" = 1'-0"Curb FaceTransition Req'dPRE-COMPRESSED FOAM JOINTScale: None12" Preformed Joint Filler12" PreformedJoint Filler2.0% Max. 2.0% Max. 2.0% Max. 2.0% Max. 2.0% Max. 6' Min.NOTES:1. All reinforcing bars shall be epoxy coated.2. For reinforcing bar bending details and notes, see INDOTStandard Drawing E703-BRST-01.R E GI STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG INEER E ASA KHAN12/30/22SECTION A-AScale: 1" = 1'-0"Curb Sloped toMatch Bike RampA A 12" PreformedJoint FillerGeotextile for Pavement, Type 2B onSubgrade Treatment Type III PAVEMENT QUANTITIES AND APPROACH TABLELOCATIONDESCRIPTION(APPROACH TYPE ORCLASS)WIDTHLENGTHRADIIDISTANCE BEYOND R/W LINE SURFACE BEYOND R/WLINEGRADE EXCAVATION SUBBASE FOR PCCP D-1 CONTRACTION JOINT HMA SURFACETYPE CCRACKS IN ASPHALT PAVEMENT, FILL QC/QA - HMA MATERIALSHMA BASE 25.0 mm SUBGRADETREATMENTHMAMATERIALFOR:HMA FORAPPROACHES,TYPE BPCCPGEOTEXTILES FOR PAVEMENT TYPE 2B JOINT ADHESIVE INTERMEDIATE JOINT ADHESIVE SURFACE LIQUID ASPHALT SEALANT REMARKS3, 64 SURFACE 9.5 mm 5, 76 SURFACE 9.5 mm 3, 64 INTERMD. 19.0 mm 5, 76 INTERMD. 19.0 mm 3, 64 BASE 25.0 mm 5, 64 BASE 19.0 mm 5, 76 INTERMD., OG 19.0 mm 3, 64 BASE 19.0 mm COMPACTEDAGGREGATE, NO. 53CONCRETECONCRETESUBGRADETREATMENT PRIME COAT TACK COATDEPTH DEPTH DEPTHTYPELBS. PER SYD.LBS. PER SYD.TYPELBS. PER SYD DEPTH6 in. 6 in. 9 in. II 123 CUT FILL165 4401,320165 165 440 330 660 385 250 330IC III165 440 6 in.10.5in.FT FT FT FT TONS SYS SYS SYS % % % CYS CYS CYS LFT TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS SYS SYS TONS SYS TONS TONS SYS SYS SYS FT FT FTWEST APPROACH36683 340 8TOTALS:36683 340 8PAVEMENT MARKINGS SUMMARY TABLELOCATIONLINE, MULTI-COMPONENTTRANSVERSEMARKINGS,MULTI-COMPONENT,STOP LINETRANSVERSEMARKINGS,THERMOPLASTIC,YIELD LINETRANSVERSEMARKINGS,THERMOPLASTIC,CROSSHATCH LINE BIKE LANE SYMBOL PAVEMENT MESSAGE THERMOPLASTIC WORD "ONLY" SNOWPLOWABLE RAISED PAVEMENT MARKERSOLIDWHITE4 In.SOLIDYELLOW4 In.BROKENWHITE6 In.SOLIDWHITE8 In.SOLIDYELLOW8 In.SOLIDWHITE24 In.SOLIDWHITE24 In.SOLIDWHITE24 In.FT FT FT FT FTFTFTFTEA. EA. EA.LEFT3401CENTER680RIGHT3401EAST APPROACH21TOTALS: 680 680212SUMMARY OF BRIDGE QUANTITIESITEMCONCRETEEXCAVATION,COMMON INLET, CLEAN EXISTING R.C. BRIDGE APPROACH, 12 IN. PAVEMENT, REMOVAL PRE-COMPRESSED FOAM JOINT CURB, INTEGRAL CONCRETE SUBBASE FOR PCCP FIELD DRILLED HOLE IN CONCRETE GEOTEXTILES FOR PAVEMENT, TYPE 2B REINF. BARS REINF. BARS, EPOXY COATED CONCRETE PATCHING BRIDGE EXPANSION JOINT BRIDGE DECK REMOVE EXISTING CONCRETE SURFACE TREADED TIE BAR ASSEMBLY, EPOXY COATED BRIDGE DECK PATCHING, PARTIAL DEPTH BRIDGE DECK OVERLAY LONGITUDINAL GROOVING SURFACE SEAL** PATCHING CONCRETE STRUCTURE MASONRY COATING** BARRIER DELINEATOR JACKING AND SUPPORTING SUPERSTRUCTURECASUPERSTR. SUBSTR.CYS CYS CYS EA SYS SYS LFT LFT CYS EA SYS LBS LBS SFT SYS EA SFT SYS SYS SFT SFT SFT EA LSSUPERSTRUCTURE41111411722161172 11728298 44 5068EAST BRIDGE APPROACH9218 92 92WEST BRIDGE APPROACH5796 9443241065150ABUTMENT #16ABUTMENT # 46TOTALS:57 4 96 94 111 43 241065150 14 1264234 1264 1264 8298 56 5068**Lump Sum ItemsOFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERBRIDGE SUMMARY 202144.00JAJMHFEK/DTCEKDECEMBER 2022 77R E GI STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG INEER E ASA KHAN12/30/22 Contract Documents and Specifications ST. JOSEPH COUNTY, INDIANA Project No. 211 ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER JANUARY 2023 LAWSON-FISHER ASSOCIATES P.C. CONSULTING ENGINEERS 525 WEST WASHINGTON AVENUE · SOUTH BEND, IN 46601 PH: (574) 234-3167 FAX: (574) 236-1330 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR Project No. 211 ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER JANUARY 2023 Prepared for: BOARD OF COUNTY COMMISSIONERS OF ST. JOSEPH COUNTY Carl H. Baxmeyer, President Deborah A. Fleming, DMD., Vice President Derek D. Dieter, Member St. Joseph County Engineer Sky Medors, P.E. Prepared By: LAWSON-FISHER ASSOCIATES P.C. 525 West Washington Avenue South Bend, Indiana 46601 Easa Khan, PhD, PE, PMP, PTOE Mark H. Foster, PE, LEED BD+C, CPWSQ January 3, 2023 January 3, 2023 Date Date Lawson-Fisher Associates P.C. ST. JOSEPH COUNTY, INDIANA ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER Project No. 211 TABLE OF CONTENTS NO. OF PAGES Notice to Bidders ........................................................................................................................................ 1 Page Special Provisions ................................................................................................................................... 16 Pages Proposal Sheet ........................................................................................................................................... 3 Pages Bidder’s Checklist ....................................................................................................................................... 1 Page Insurance Requirements and Hold Harmless Provisions ......................................................................... 3 Pages Standard Drawings .................................................................................................................................. 10 Pages APAI Guide for Specifying Asphalt Pavements for Local Governments ............................................... 7 Pages Lawson-Fisher Associates P.C. NOTICE TO BIDDERS ADVERTISEMENT FOR BIDS NOTICE TO BIDDERS NOTICE is hereby given that the Board of Commissioner s of St. Joseph County, Indiana will publicly open and read aloud bids on February 7, 2023, at the hour of ten o’clock [10:00] a.m. [EDT] in the County Council Chambers, Fourth Floor, County-City Building, South Bend, Indiana, as per Specifications now on file in the office of the County Auditor, Second Floor, County-City Building for the following Project: 211 ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER This project entails a bridge rehabilitation that includes a rigid deck overlay, expansion joint replacement, reinforced concrete bridge approach replacement, sidewalk with curbs and bike ramp, bituminous paving, bridge railing and sidewalk surface seal, tree clearing, and concrete bridge railing repair. The estimated project length is 339 feet. SAID bids must be accompanied with a Certified Check made payable to St. Joseph County, Indiana or Bid Bond executed by the bidder and surety company in a sum of not less than ten percent [10%] of the total amount of the bid, together with a non-collusive affidavit as prescribed in Form 96, Revised 2013. Bids must be filed in the office of the County Commissioners no later than 10:00 a.m. [EDT] on February 7, 2023, Room 722, County/City Building, South Bend, Indiana. The bidder awarded the contract will be required to furnish a separate Payment, Performance and Maintenance Bonds before commencing work. The Payment and Performance Bonds shall remain in effect throughout the entire construction period in an amount equal to the awarded Contract Amount. The required Maintenance Bond shall remain in effect for a period of three years from the date of final acceptance in an amount of 10 percent [10%] of the awarded Contract Amount. The bidder’s attention is directed to the Affirmative Action Requirements, and the Insurance Provisions of the Project. RESPONSIBLE Bidders may obtain a set of and/or sets of the Contract Documents, Special Provisions, and/or Plans, if applicable, for this Project at http://www.sjcindiana.com/Bids.aspx. Bidders must mail in a check for the nonrefundable fee of $35.00 to the St. Joseph County Auditor’s Office, Second Floor, County-City Building, 227 West Jefferson Boulevard, South Bend, Indiana, to be considered as a Responsible Bidder. Make any and all checks payable to the St. Joseph County Auditor’s Office. SPECIFICATIONS and/or Plans, if applicable, are on file and available for examination in the County Engineer’s Office, Room 732, County-City Building, South Bend, Indiana, and may be reviewed between the hours of eight [8:00] a.m. and four-thirty [4:30] p.m. [EDT] Monday through Friday. THE Board of Commissioners reserves the right to reject a ny and all bids or to accept the one which, in its judgement will be to the best interest of St. Joseph County, Indiana. The Board of Commissioners also reserves the right to hold Bids up to sixty (60) calendar days from the receipt of the Bid. Dated this 3rd of January 2023 BOARD OF COMMISSIONERS OF THE COUNTY OF ST. JOSEPH, INDIANA CARL H. BAXMEYER, PRESIDENT _______________________________________ DEBORAH A. FLEMING, DMD, VICE PRESIDENT DEREK D. DIETER, MEMBER ATTEST: JOHN H. MURPHY, AUDITOR PUBLISHED: January 13, 2023 and January 20, 2023 Lawson-Fisher Associates P.C. SPECIAL PROVISIONS 1 SPECIAL PROVISIONS STRUCTURE NUMBER 211 PREVENTIVE MAINTENANCE OF ANGELA BOULEVARD BRIDGE OVER ST. JOSEPH RIVER I. PROJECT DESCRIPTION This project entails a bridge rehabilitation that includes a rigid deck overlay, expansion joint replacement, reinforced concrete bridge approach replacement, sidewalk with curbs and bike ramp, bituminous paving, bridge railing and sidewalk surface seal, tree clearing, and concrete bridge railing repair. The estimated project length is 339 feet. II. COUNTY SPECIFICATION The County Specifications of St. Joseph County, Indiana adopted March 29, 1977, as amended, and revised on August 17, 1989, are to be used on this Project. The County Specifications incorporate the latest edition of the Standard Specifi cations of the Indiana Department of Transportation and all Supplemental Specifications to the date of advertisement, and the current list of approved or prequalified materials. III. PLANS The Contract Plans consisting of Sheets 1 through 7 and applicable Standards are to be used in conjunction with the County Specifications, the Standard Specifications of the Indiana Department of Transportation (INDOT) and the Special Provisions. Special Provisions shall cover only modifications or additions to the Standard Specifications. IV. SCOPE OF WORK A. 2022 INDOT Standard Specification: 104 B. Additions: 1. The Contractor shall verify existing site conditions to preclude a stoppage of work due to "Differing Site Conditions". V. LEGAL RELATIONS A. 2022 INDOT Standard Specification: 107 B. Additions: 1. The Owner, where mentioned in these documents, is St. Joseph County, Indiana. The Engineer, where mentioned in these documents, is the St. Joseph County Engineer or designated representative. 2. The Contractor shall apply for and obtain any and all required permits for the work from local, state, and federal agencies and shall comply with any and all permit requirements. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 2 3. Materials and properties purchased under contract with the Owner that become a permanent part of the structure or facilities constructed are not subject to the Indiana Gross Retail Tax (Sales Tax). The exemption number will be furnished to the Contractor upon award. VI. BIDDING REQUIREMENTS AND CONDITIONS A. 2022 INDOT Standard Specification: 102 B. Additions: 1. The Contractor shall submit the following fully executed documents: a. Proposal Bid Form b. Form 96 c. Bid Bond or Certified Check in the amount of 10% of the bid. d. Bidder’s Checklist. e. Bids are due at the office of the County Commissioners, Room 72 2 County-City Building, South Bend, Indiana not later than 10:00 a.m. [EDT] on February 7, 2023. 2. Bidder is required to be a prequalified contractor with INDOT. VII. PROSECUTION AND PROGRESS A. 2022 INDOT Standard Specification: 108 B. Additions: 1. Completion time for this Project shall be forty-five (45) calendar days. Notice to Proceed will be issued for the 2023 construction season. Construction shall not begin before June 15, 2023, and shall be complete no later than August 9, 2023. Bridge shall not be closed to traffic for more than 3 days prior to start of construction and shall be opened to traffic within 3 days upon construction completion. 2. In the event excessive inclement weather causes a delay in work, the Contractor may apply in writing for an extension of the work schedule. The Owner through his/her authorized representative review and establish any and all time extensions. VIII. MONUMENTS AND SECTION CORNERS A. 2022 INDOT Standard Specification: 615 Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 3 B. Additions: 1. Before the beginning of any work that might disturb or destroy any monumented Section Quarter Corners as shown on the Plans, the Contractor shall notify the St. Joseph County Surveyor at (574) 235-9631. The Contractor shall identify and mark existing property irons and exercise caution to leave them undisturbed through construction. There shall be no payment for this work. IX. UTILITY COORDINATION A. 2022 INDOT Standard Specification: 105 and 107 B. Additions: 1. Coordination with various utilities regarding their facilities may be necessary and it will be the Contractor’s responsibility to initiate and maintain this coordination. The Contractor will not be granted a time extension due to utility conflicts if the Contractor fails to properly coordinate with Utilities. 2. The facilities of AT&T Distribution exist adjacent to the project limits. AT&T has a buried 600 pair copper cable crossing Angela Boulevard east of the bridge on the westside of North Shore Boulevard and are not expected to be affected by the proposed construction. If questions arise, Matt Smith of the utility may be contacted by phone at (219) 662-4418, by cell at (219) 775-1781 or at ms2827@att.com. 3. The facilities of NIPSCO Gas Distribution exist within the project limits. NIPSCO has a 6’’ steel main attached to the northside of the bridge and three inactive mains and are not expected to be affected by the proposed construction. NIPSCO has a gas valve and box located in the northwest sidewalk approach that the contractor can adjust to final grade. See NIPSCO’s work plan for additional details. If questions arise, Dean Garrett of the utility may be contacted at utilitycoordination@nisource.com, or by cell at (219) 713-6929. 4. The facilities of South Bend Water exist within the project limits; South Bend Water has a 12’’ water main attached to the southside of the bridge; and are not expected be in conflict of the proposed construction. If questions arise, Leslie Biek of the utility may be contacted at lbiek@southbendin.gov, or by phone at (574) 235-9323. X. WAGE RATES A. Prevailing Specification: None B. Additions: 1. Awarding agencies require that all Contractors and Sub-Contractors awarded Public Works Contracts file a schedule of wages to be paid on the Project before any work is performed. This usually takes the form of a Contractor or Sub-Contractor submitting a list of labor classifications and rates of pay to the awarding agency. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 4 2. Successful bidder is required to submit Form 347, Weekly Payroll, to the Engineer within 10 days of the applicable payroll date throughout the duration of the Contract. XI. PAYMENT A. The quantities shown in the bid documents are believed to be sufficient to complete the specified work, however, they are approximate and are shown for the purpose of comparing bids. Payment to the Contractor will be made only for those quantities of work actually completed and accepted in accordance with specifications. Major work changes made in the field must be submitted for approval prior to the commencement of work, or the Engineer must sign the Contractor’s daily work report on the day the work is performed. Minor changes in existing items must be reviewed by the Engineer in the field and documented on the Engineer’s daily report. B. Payment for the various items of the contract shall be complete and final according to the Field Engineer. Payment for all materials, tools, equipment, overhead and profit for the item shall be completed on a progress pay estimate processed at a two (2) week minimum basis. Payment shall be determined from weight tickets or shipping bill furnished by the Contractor for each material delivered to the project, and upon field measurements as agreed upon by the Contractor and the Engineer. Payment will only be made once all paperwork including daily certifications, weight tickets, change orders, payrolls, and work schedules are received for that pay period. XII. AWARD AND EXECUTION A. 2022 INDOT Standard Specification: 103 B. Additions: 1. The submission of the lowest total of all unit price extensions does not guarantee award of contract to the Bidder submitting such low total of extensions. 2. If a Contract is awarded, the award shall be to the qualified bidder submitting the most advantageous proposal to the Owner. The Owner shall consider in its evaluations of proposals: a. the total estimated amount of the contract work indicated by the total of unit price extensions; and b. the individual unit prices bid, with particular attention and consideration of unit prices for major work items that are subject to overrun; and c. the probable final, as-constructed cost of the project work; and d. the overall qualifications, experience, and history of satisfactorily completed projects of each bidder. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 5 3. The award of the contract will be made within a maximum time of sixty (60) calendar days from the submittal date. The County reserves the right to hold the bids until the award of the contract. 4. The Engineer shall approve all sub-contractors submitted by the Contractor. 5. Upon award, the Engineer shall submit Contract Documents to the Contractor. Contract Documents include the Contract, Payment and Performance Bonds, and a 3-year Maintenance Bond. XIII. LIQUIDATED DAMAGES A. 2022 INDOT Standard Specification: 108 B. Additions: 1. The time of beginning and the time of completing the work are essential conditions of the Contract. Should the Contractor fail to complete the work within the time stipulated, or within any extensions thereof granted by the Owner, there shall be a deduction in the amount otherwise due the Contractor, not as penalty, but as ascertained and liquidated damages, for each and every day that the Contractor shall be in default after the time stipulated, or as extended, in the amount of $500.00 per day. 2. Any liquidated damages due the Owner shall be deducted from the final payment due the Contractor. Should the amount otherwise due the Contractor be less than the amount of such liquidated damages, the Contractor and his surety shall be liable to the Owner for such deficiency. 3. Lost time shall not be included in the computation of Contract time, and liquidated damages shall not be assessed against the Contractor for that day’s delay when the loss of the day's work is due to an unforeseeable cause beyond the control and without the fault or negligence of the Contractor. Such unforeseeable causes shall include but not necessarily be restricted to the following: a. Acts of God, acts of the public enemy, acts of the Owner except as provided in the Contract Documents, acts of another contractor in the performance of a Contract with the Owner, riots, strikes, epidemics, quarantine restrictions, freight embargoes, fires, floods, and unusually severe weather that precludes efficient work progress. b. Delays to subcontractors or suppliers for any of the causes listed in subparagraph 3. (a) above when such delays have consequential effect upon the completion of the work. 4. The Inspector or other authorized representative of the Owner shall keep a written record of each day sufficient for his determination as to the inclusion of that day in the computation of Contract time. Where no provision for full time inspection is made, local weather records will be used to determine lost days. This record shall be available for examination by the Contractor during normal hours of work. In case of disagreement between the representative of Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 6 the Owner and the Contractor as to the classification of any day, the matter shall be referred to the Engineer, whose decision shall be final. Where no written record of lost time and job progress is submitted to the Engineer for weekly review and Contract schedule maintenance, each day will be included in computation of Contract time. 5. For the purposes of this Contract, New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas, Saturdays, and Sundays will be considered legal holidays; no other days will be so considered. No engineering observation will be furnished on legal holidays except in an emergency. 6. Legal holidays will not be included in the count of lapsed days chargeable to Contract time, regardless of the fact that the work may have been done thereon. XIV. INSURANCE A. Prevailing Specification: Attached County Insurance Requirements. B. Additions: 1. Bidder's attention is drawn to the Insurance Provisions as set out in 103.04. The named insured shall include St. Joseph County, Indiana and its agents. 2. Final Contract Documents will not be processed for the successful bidder until all insurance policies or binders are received by the County. a. The awarded bidder will be required to furnish separate Performance and Payment Bonds, each in the amount of one hundred percent (100%) of the contract price before commencing work. b. The Performance Bond and Payment Bond shall remain in effect throughout the entire construction period and in addition a Maintenance Bond in an amount of 10% for a period of three years from the date of final acceptance of work will be required. 3. All insurance premiums shall not be paid for separately. The cost thereof shall be included in the cost of the pay items. 4. No work shall commence until the Contractor submits all necessary paperwork. XV. MAINTENANCE OF TRAFFIC A. 2022 INDOT Standard Specification: 104 and 801 B. Additions: 1. The Contractor shall provide the Owner and the Engineer with the name and phone number of his responsible employee during non-working hours for any signage and barricade maintenance. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 7 2. All necessary traffic control signs and barricades used during construction shall conform to Section 801 and the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways. Traffic control devices shall be erected and maintained in accordance with the INDOT Standard Drawings, and current revisions thereto. 3. The Contractor shall be required to furnish all advance construction signs and barricades as maybe required or otherwise shown on the plans. These shall remain the Contractor's property. Only those signs and barricades listed as pay items in the proposal will be paid for separately. All other signs and barricades not specifically provided as pay items are to be included in the lump sum price for Maintaining Traffic. 4. Unless prior written approval is received, no work shall be permitted on Federal or State recognized holiday weekends from noon Friday until sunrise Monday. 5. Open excavations and trenches shall have temporary safety fencing enclosing the area to prevent access by unauthorized people. The safety fence shall be bright orange made of high-density polyethylene grid or approved equal a minimum of 42-inches high supported and tightly secured to steel posts on 10-foot centers. Fencing shall be removed upon completion of work in the area. Do not stockpile material or spoil outside fenced areas in preparation for the next day's work. 6. All closures and/or road restrictions shall be coordinated with public safety and local school officials. 7. Access to all businesses and residences for all postal deliveries and all emergency traffic (police, fire, medical, etc.) within the project limits shall be maintained at all times. 8. Notification shall be given a minimum of 48 hours prior to all road closures and for road restrictions. Proposed deviations from the plans shall be in writing to the Engineer for approval. 9. Pedestrian accessibility shall be provided and maintained in accordance with 107.08 during the construction of the project where sidewalks and curb ramps exist. However, due to full bridge closure, bridge sidewalks will be closed to pedestrians during construction. 10. The signalized intersection at Angela Boulevard and North Shore Drive shall flash red during the bridge closure period. Contractor shall coordinate with the City of South Bend and St. Joseph County for adjustment of the Angela Boulevard and North Shore Drive signalized intersection during construction. The Point of Contact for the City of South Bend is Leslie Biek, Assistant City Engineer. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 8 XVI. CONSTRUCTION ENGINEERING A. 2022 INDOT Standard Specification: 105.08 B. Additions: 1. The Contractor will provide all work required under this item. 2. The Contractor will be responsible for witnessing the existing vertical grades for bridge deck overlay requirements. 3. Construction Engineering will be paid for at the lump sum price bid for this item and shall not exceed two (2%) percent of the total of all other bid items of the original proposal. 4. The Contractor shall maintain at the site for the Owner, one (1) record copy of all drawings, specifications, Addenda, Change Orders, and other modifications in good order and marked currently to record all changes made during construction. 5. Upon completion and Final Acceptance, As-Built drawings of all work shall be provided to the County Engineer’s Office. These As-Built drawings shall include specifications, addenda, Change Orders, and other modifications to the project. 6. The Contractor shall prepare a Project Schedule to graphically show by bar chart or using other computer software to reflect the order and interdependence of all activities necessary to complete the Work. This schedule shall reflect bridge rigid deck overlay, RCBA and sidewalk replacement, surface sealing, maintenance of traffic setup, testing, surface restoration, other miscellaneous items and final clean up and shall be made available at the Preconstruction Meeting demonstrating how work will be completed. 7. This project schedule shall be maintained and updated by the Contractor. An updated project schedule highlighting changes or deviations shall be submitted at least on a monthly basis. The schedule shall indicate actual progress in percent complete for each activity and provide a written narrative of revisions causing delay with an explanation of corrective actions taken or proposed. 8. The Contractor shall not be able to make additional costs claim for compressed schedule unless the delay is attributed to events or the work of others beyond their control. XVII. MATERIAL APPROVAL AND SYSTEM TESTING A. 2022 INDOT Standard Specification: 106 B. Additions: 1. The Contractor shall be responsible for all normal testing as specified by the most current version of the INDOT Standard Specifications dated 2022 and all supplements thereto. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 9 2. The Contractor shall employ a qualified third party, professional testing laboratory to provide all material testing, approval testing and system testing. There will be no testing performed by the St. Joseph County Engineer’s staff. The tests to be provided and the frequency of testing shall be as required for the INDOT Standard Specifications for highway materials and approvals. 3. Two copies of all test reports are to be submitted to the Engineer. All reports are to be certified by a Professional Engineer registered in the State of Indiana. 4. If a supplier of materials has a current immediate usage approval by INDOT, compliant material will not require further testing. 5. Material testing will not be paid for separately and shall be considered incidental to the contract work. Cost for testing shall be included in each respective pay item. XVIII. SAFETY A. 2022 INDOT Standard Specification: 107.08 B. Additions: 1. The IOSHA Regulation 29 C.F.R. 1926, Subpart P, for all construction excavations and trench safety systems is hereby incorporated into these Contract Documents by reference. The cost of the safety systems shall not be paid for separately; but shall rather be included in the unit prices bid for the work. 2. Entry into all confined facilities shall be in accordance with Local, State, and Federal Confined Space Entry Laws and Regulations. XIX. RETAINAGE A. 2022 INDOT Standard Specification: 108 and 109 B. Additions: 1. Retainage: a. The County will retain 5% of each monthly payment earned. b. The County will retain 5% of all Change Order work. XX. MOBILIZATION AND DEMOBILIZATION A. 2022 INDOT Standard Specification: 110 B. Additions: 1. The lump sum unit price for this item shall not be more than five (5%) percent of the total of all other bid items of the original proposal. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 10 2. For payment purpose, the mobilization portion of this item will be limited to seventy-five (75%) percent of the lump sum price, which will be included in the first partial payment estimate. 3. The balance of the lump sum price is considered as demobilization and will be paid for when all work is completed on the job and final clean-up is completed. XXI. CLEARING RIGHT-OF-WAY A. 2022 INDOT Standard Specification: 201 and 202 B. Additions: 1. The lump sum price bid for "Clearing Right-of-Way" shall include payment for "Clearing and Grubbing", and "Removal of Structures and Obstructions", which shall include removal of all brush, trees, other vegetation, and man- made materials required to perform the scope of work, except for those items which are specifically listed in the proposal for separate payment. 2. The removal of RCBA and integral concrete curb will be measured and paid by the square yard price bid for "Pavement Removal". 3. The removal of concrete curb and gutter will be measured and paid by the square yard price bid for "Curb and Gutter, Remove". 4. The removal of trees will be measured and paid per each price bid for "Tree 10-inch, Remove". This work shall also include stump removal, backfill with suitable material, topsoil and hydromulch seed for surface restoration. These items will not be paid separately and shall be included in the cost of this pay item. 5. The removal of sidewalk will be measured and paid by the square yard price bid for "Sidewalk Concrete, Remove". 6. Any fencing or man-made obstructions (i.e., guardrail, utility markers, landscape rocks, etc.) which are in place at the start of construction shall be carefully removed. These items shall be restored using recovered serviceable materials. These shall include obstructions within existing right-of-way impacted by the scope of the work. Removal and restoration of fencing and other man-made obstacles within the right-of-way will not be paid for separately and shall be included in the cost of the pay item. Damaged items caused by the Contractor shall be restored or replaced at no additional cost to the Owner. 7. The Contractor shall have all underground utilities field located prior to the start of construction. The Contractor shall protect existing and relocated utilities from damage. Burial of debris on site will not be allowed. Disposal of debris shall be at an off-site location in an approved manner according to all County and State Statutes. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 11 XXII. COMMON EXCAVATION A. 2022 INDOT Standard Specification: 203 B. Additions: 1. The unit price bid shall include all items required to perform the scope of work, except for those items that are specifically listed in the proposal for separate payment. 2. The minimum soil compaction requirements for backfill material will be as follows: Subgrade under any road, pavement, and drainage structure 100% Existing ground receiving fills and any disturbed area 90% Backfill in pipe trenches under any roads/pavement 100% Compacted Aggregate Subbase 100% 3. Maximum density shall be determined by AASHTO T-99 as modified by Section 203.24 of the State Specifications using Method A for soil and Method C for granular material. 4. No open excavations without proper protection as provided or otherwise directed shall be left overnight. Unprotected open excavations must be backfilled or fenced. 5. The quantities of excavation shown on the proposal sheet will not be measured separately by the Engineer. If the Contactor has acceptable data that indicates an excavation quantity error by more than 10%, then additional measurements will be performed by the Contractor and submitted to the Engineer for review and determination. Measurement will not include material excavated beyond authorized limits. If the quantity error is agreed by the Engineer, then the unit price on the proposal form will be extended. XXIII. EROSION CONTROL A. 2022 INDOT Standard Specification: 205 B. Additions: 1. The Contractor shall provide temporary silt fences, temporary inlet protection, or other necessary items to prevent sediments from being washed off the project site. The cost for environmental protection measures shall be included in the Stormwater Management Budget pay item. 2. The Contractor shall monitor and oversee all erosion control measures, conduct regular weekly and post-event inspections, and perform all other tasks related to the installation, maintenance, and removal of erosion control measures. Sediment runoff outside the project limits shall be removed immediately and properly disposed at no additional costs to the Owner. Measurement will not be made separately, and all associated costs shall be paid for under the Stormwater Management Implementation pay item Lump Sum price. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 12 XXIV. SITE PREPARATION AND CLEANUP A. 2022 INDOT Standard Specification: 210 B. Additions: 1. Contractor shall be responsible for the preparation of all work surfaces. 2. Areas of erosion that develop after completion of final grading shall have remedial treatment. 3. Spoil, construction material, and any other project materials inadvertently found outside of the project limits shall be immediately removed and returned inside the project limits. 4. Debris, trash, and other materials discovered and not incorporated into the work shall be removed from the project limits. XXV. GEOSYNTHETICS A. 2022 INDOT Standard Specification: 214 B. Additions: None. XXVI. SUBBASE A. 2022 INDOT Standard Specification: 302 B. Additions: 1. Subgrade Treatment Type III shall be used for in-place compaction, before placing subbase, according to 207.04 and 203.23. The cost of Subgrade Treatment Type III will not be paid separately and shall be included in the cost of "Subbase for PCCP". XXVII. HMA PAVEMENT A. 2022 INDOT Standard Specification: 401, 406, APAI Guide for Local Governments (Attached) B. Additions: 1. This item shall be used for reconstruction of existing asphalt mainline pavement. 2. Pavement shall be of: a. 165 lbs/syd HMA Surface, Type "C". 3. The Contractor shall prepare the asphalt mix designs per 402.04 and 402.05. An INDOT approved mix will be accepted. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 13 4. The Contractor, on his own forms to the Engineer, will submit an approved job mix formula for the bituminous mixture five (5) days prior to paving. No mixture will be accepted until job-mix formula has been received and approved by the Engineer. 5. Crushed limestone shall be used as the aggregate. 6. Tack Coat shall be applied at the rate prescribed by INDOT Standard Specification Sections 405 and 406, respectively. XXVIII. PARTIAL DEPTH PATCHING A. 2022 INDOT Standard Specification: 722.07 B. Additions: 1. Areas of the bridge deck and RCBA to be patched before overlay will be marked on the surface by the Engineer. The marked pavement shall be removed to the depth shown on the typical section or as directed. XXIX. PORTLAND CEMENT CONCRETE PAVEMENT, PCCP A. 2022 INDOT Standard Specification: 502 B. Additions: None. XXX. PCCP RESTORATION A. 2022 INDOT Standard Specification: 507 & 509 B. Additions: 1. Longitudinal and transverse joints shall be sawed after deck overlay to create a reservoir for the sealant, to be followed by cleaning and sealing. The cleaning and sealing of the joint shall be in accordance with 507.04(a) and as follows. Transverse and longitudinal joints shall be sealed with hot poured joint sealant in accordance with the sealant manufacturer’s recommendations. Joints shall be sealed with joint sealing materials within 1/4 in. below the surface and shall extend beyond the limits of the overlay to any existing sealant that is to remain in place. 2. Sawing equipment shall be self-propelled single or gang-mounted units. The saw shall be capable of maintaining the specified alignment and depth of cut without damaging the overlay. 3. The cost of Type 1A joint in east RCBA is included in the cost of this pay item. XXXI. PATCHING CONCRETE STRUCTURES A. 2022 INDOT Standard Specification: 710.03 Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 14 B. Additions: 1. This work shall include patching top of abutment, wingwalls/retaining walls, and bridge railing as shown on the plans. XXXII. CONCRETE BRIDGE DECK OVERLAYS A. 2022 INDOT Standard Specification: 722 B. Additions: 1. See Schedule of pay items for base bid with Silica Fume Modified and alternate bid with Latex Modified concrete bridge deck overlays. XXXIII. CONCRETE SURFACE SEALERS A. 2022 INDOT Standard Specification: 709 B. Additions: 1. The masonry coating for bridge railing will not be paid for separately and shall be included in the cost of surface seal for bridge railing. XXXIV. TRANSITION MILLING A. 2022 INDOT Standard Specifications: 306 B. Additions: 1. Transition milling will consist of milling the entire width of the road to a 1- 1/2" maximum depth and provide a 2% cross slope or as directed by the Engineer. All butt joints shall be straight and vertical. Depth and lengths of butt joints vary by road. 2. Any surface joint necessary to transition to existing pavement shall be at the depth equal to the surface course unless otherwise stated. XXXV. SIDEWALKS AND BIKE RAMPS A. 2022 INDOT Standard Specification: 604 B. Additions: 1. The limits of sidewalk construction will be at the nearest existing joint shown on the plans. 2. Joint material will be required as described in Section 604. Joint material and self-leveling sealant will not be measured separately and shall be considered incidental to construction of concrete sidewalk. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 15 3. The cost of compacted aggregate under bike ramp, bike ramp, sod and topsoil, as needed at back of sidewalk, shall be included in the cost of Concrete Sidewalk. XXXVI. CURBING A. 2022 INDOT Standard Specification: 605 B. Additions: None. XXXVII. REINFORCING BARS A. 2022 INDOT Standard Specification: 703 B. Additions: None. XXXVIII. REINFORCED CONCRETE BRIDGE APPROACHES A. 2022 INDOT Standard Specification: 609 B. Additions: 2. The cost of Type 1A joint in west RCBA is included in the cost of the Reinforced Concrete Bridge Approach pay item. 3. Contractor see Section 703.04, upon damage to epoxy coated bars. XXXIX. BRIDGE EXPANSION JOINTS A. 2022 INDOT Standard Specification: 724 B. Additions: 1. This work shall consist of removal of the existing expansion joint, if applicable, and furnishing and placing the new pre-compressed foam joint as shown on the plans and in accordance with 105.03. XL. CLEAN EXISTING INLET A. 2022 INDOT Standard Specification: 720 B. Additions: 1. This work shall consist of cleaning all existing bridge deck drains within the limits of the project of any accumulations of silt, debris, or foreign matter in accordance with 105.03 and as shown on the plans. 2. All existing drains within the Bridge shall be cleaned of any accumulations of silt, debris, or foreign matter of any kind after the construction is substantially complete and as approved by the Engineer. Material removed shall be collected and disposed of in accordance with the applicable requirements of 202.02. Preventive Maintenance of Angela Boulevard Bridge Over St. Joseph River January 2023 16 3. Clean Drains will be measured by the number of bridge deck drains cleaned. 4. The cost of all labor, materials, equipment, clean up, and all necessary incidentals shall be included in the cost of the pay item. XLI. SIGNS A. 2022 INDOT Standard Specification: 802 B. Additions: None XLII. TRAFFIC MARKINGS A. 2022 INDOT Standard Specification: 808 B. Additions: 1. This work shall consist of furnishing and installing or removing pavement traffic markings in accordance with the MUTCD, these specifications, and as shown on the plans. 2. Pavement markings will be paid for at the unit price bid for this item, which shall be full compensation for any longitudinal and transverse marking removal, cleaning and preparing the pavement surface, for furnishing and placing the materials, and for all materials, labor, tools, equipment, and incidentals necessary to complete this work. Lawson-Fisher Associates P.C. PROPOSAL ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 Construction Engineering 1 LS 2 Mobilization and Demobilization 1 LS 3 Tree 10 in., Remove 2 EACH 4 Clearing Right-of-Way 1 LS 5 Pavement Removal 94 SYS 6 Curb and Gutter, Remove 29 LFT 7 Present Structure, Remove Portions (Bridge 211) 1 LS 8 Sidewalk Concrete, Remove 66 SYS 9 Excavation Common 57 CYS 10 Stormwater Management Budget 1,095 DOL 11 Stormwater Management Implementation 1 LS 12 Geotextile for Pavement Type 2B 109 SYS 13 Subbase for PCCP 27 CYS 14 Milling Transition 66 SYS 15 HMA Surface, Type C 6 TON 16 Joint Adhesive, Surface 40 LFT 17 Liquid Asphalt Sealant 8 LFT 18 Asphalt for Tack Coat 68 SYS 19 PCCP, 12 in. 3 SYS 20 Joints in PCCP, Saw and Seal 142 LFT 21 Sidewalk, Concrete, 4 in. 68 SYS 22 Curb, Integral Concrete 43 LFT 23 Curb, Concrete 20 LFT 24 Curb and Gutter, Combined 31 LFT BASE BID: ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER PROPOSAL ST. JOSEPH COUNTY BOARD OF COMMISSIONERS (To Be Attached to Form 96) Page 1 of 3 ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER PROPOSAL ST. JOSEPH COUNTY BOARD OF COMMISSIONERS (To Be Attached to Form 96) 25 Reinforced Concrete Bridge Approach, 12 in.96 SYS 26 Reinforcing Bars, Epoxy Coated 5,150 LBS 27 Surface Seal 1 LS 28 Patching Concrete Structures 56 SFT 29 Inlet, Clean Existing 4 EACH 30 Bridge Deck Overlay, Silica Fume Modified 1,264 SYS 31 Bridge Deck Overlay, Budget 6,712 DOL 32 Bridge Deck, Remove Existing Concrete Surfaces 1,264 SYS 33 Longitudinal Grooving 1,358 SYS 34 Bridge Deck Patching, Partial Depth 234 SFT 35 Concrete for Patching Bridge Expansion Joint 14 SFT 36 Bridge Expansion Joint, PCF 111 LFT 37 Road Closure Sign Assembly 10 EACH 38 Detour Route Marker Assembly 30 EACH 39 Construction Sign, A 14 EACH 40 Construction Sign, B 4 EACH 41 Maintaining Traffic 1 LS 42 Barricade, Type III-A 84 LFT 43 Barricade, Type III-B 60 LFT 44 Sign, Ground Mounted, Relocate 1 EACH 45 Line, Multi-Component, Solid, White, 4 in.680 LFT 46 Transverse Marking, Multi-Component, Stop Line, White, 24 in. 21 LFT 47 Line, Multi-Component, Solid, Yellow, 4 in.680 LFT 48 Pavement Message Marking, Multi-Component, Bike Symbol 2 EACH TOTAL BASE BID: Page 2 of 3 ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT ANGELA BOULEVARD BRIDGE REHABILITATION OVER ST. JOSEPH RIVER PROPOSAL ST. JOSEPH COUNTY BOARD OF COMMISSIONERS (To Be Attached to Form 96) Alternate Bid: 30 Add: Bridge Deck Overlay, Latex Modified 1,264 SYS 30 Deduct: Bridge Deck Overlay, Silica Fume Modified 1,264 SYS TOTAL AMOUNT ALTERNATE BID: TOTAL AMOUNT BASE BID PLUS ALTERNATE BID: ________________________________________ CONTRACTOR NAME SUBMITTED BY: ________________________________________ ADDRESS ________________________________________ TITLE ________________________________________ TELEPHONE NO.DATE SUBMITTED ________________________________________ FACSIMILE NO.EMAIL Page 3 of 3 Lawson-Fisher Associates P.C. BIDDER’S CHECKLIST fàA ]ÉáxÑ{ VÉâÇàç? \Çw|tÇtfàA ]ÉáxÑ{ VÉâÇàç? \Çw|tÇtfàA ]ÉáxÑ{ VÉâÇàç? \Çw|tÇtfàA ]ÉáxÑ{ VÉâÇàç? \Çw|tÇt WxÑtÜàÅxÇà Éy câuÄ|v jÉÜ~áWxÑtÜàÅxÇà Éy câuÄ|v jÉÜ~áWxÑtÜàÅxÇà Éy câuÄ|v jÉÜ~áWxÑtÜàÅxÇà Éy câuÄ|v jÉÜ~á Divisions Highways Bridges Surveyors Drainage Environmental County Engineer, Jessica J. Clark, P.E. BOARD OF COMMISSIONERS County Surveyor, John R. McNamara, P.E., L.S. ANDREW T. KOSTIELNEY, DISTRICT 1 DAVE THOMAS, DISTRICT 2 DEBORAH A. FLEMING, D.M.D., DISTRICT 3 227 West Jefferson Blvd., County-City Building, Room 732, South Bend, IN 46601 Telephone (574) 235-9626 (Engineering) (574) 235-9631 (Surveyor), Fax (574) 235-5057 BIDDERS CHECKLIST TO BE FILLED IN COMPLETELY BY BIDDER [PLEASE ATTACH TO PROPOSAL] ITEM # DESCRIPTION YES NO 1. Bidder has, and is familiar with a copy of the Indiana Department of Transportation Standard Specification including Recurring Special Provisions and Supplemental Specification as currently revised. [ ] [ ] 2. Bidder has, and is familiar with a copy of St. Joseph County’s Supplementary Specifications as revised August 7, 1989. [ ] [ ] 3. Bidder has enclosed with their bid, or has on file with the County, a completely executed and certified Form 96A “Standard Questionnaire and Financial Statement” with your Form 96 [Revised 2013]. [ ] [ ] 4. Bidder has included with their bid, proof of their pre-qualification with the Indiana Department of Transportation including amount of which they are pre-qualified and INDOT’s HMA Plant certificate. [ ] [ ] 5. Bidder has included with their bid a resume of their previous experience in the type of construction this bid represents. [ ] [ ] 6. Bidder has examined the work site and states that they are throughly familiar with the conditions thereon. [ ] [ ] 7. Bidder has carefully read the Special Provisions and understands there entire contents. [ ] [ ] 8. Bidder states that they understand all the bid items and has no questions regarding them. [ ] [ ] 9. Bidder has shown the insurance requirements to their insurance company and understands the coverage requirements as set out therein, including “Named Insured” portion of requirements. [ ] [ ] ___________________________________ ______________________________________ COMPANY NAME AREA CODE & TELEPHONE NUMBER ___________________________________ ______________________________________ COMPANY ADDRESS NAME OF PERSON FILLING OUT FORM ___________________________________ CITY/STATE/ZIP Lawson-Fisher Associates P.C. INSURANCE REQUIREMENTS ST. JOSEPH COUNTY, INDIANA DEPARTMENT OF PUBLIC WORKS INSURANCE REQUIREMENTS AND HOLD HARMLESS PROVISIONS - 1 - Revision 3/87 Revision 6/01 Revision 5/07 OWNER AND CONTRACTOR PROTECTIVE LIABILITY INSURANCE The Contractor shall, prior to commencing work and thereafter keep in force until terminated by the Board of Commissioners through the execution and Board approval of the Project Completion Affidavit, furnish the County with a policy providing Owners’ and Contractors’ Protective Liability Insurance Coverage for Operations of Contractor. The County may accept an insurance binder, temporarily, pending receipt of the Certificate of Insurance policy. The Insurer shall be a company holding a Certificate of Authority by the Indiana State Insurance Commissioner to do business in the state. The named insured shall be St. Joseph County, Indiana, its members and employees, and the limits of coverage shall be in the amounts set out herein: 1. A limit of not less than $2,000,000.00 for all damages arising out of bodily injury or death in any occurrence. 2. A limit of not less than $1,000,000.00 for all damages arising out of injury to or destruction of property in any occurrence, and subject to the limit of occurrence, and aggregate of not less than $6,000,00.00 for all damages arising out of injury to or destruction of property during the policy period. In addition to the limits specified herein, the policy shall also include the following endorsements to the Owners’ and Contractors’ Protective Liability Insurance: 3. Whenever used in the policy, the term “named insured” shall include St. Joseph County Government, its members, and employees. 4. Whenever used in this policy, the term “general supervision” shall include on-site inspection, field engineering, field testing, and activities incidental thereto. Proof of renewal shall be furnished fifteen (15) days prior to the expiration of the policy, and if subject to cancellation, the policy shall provide for written notice from the insurance company to the St. Joseph County Board of Commissioners at thirty (30) days prior to the effective date of the cancellation. In the event of cancellation or expiration, all work on the contract shall be suspended except that necessary for traffic maintenance and the protection of life and property. The County shall not permit the Contractor to resume work until the above coverage requirements are renewed and in full effect. No extension in the Contract completion time or additional payment will be allowed on account of this requirement and contract time charges will continue. With respect to all operations he performs and for the duration of the Contract, the Contractor and Subcontractor shall carry Contractors’ Comprehensive General Liability Insurance providing Page I1 of I3 ST. JOSEPH COUNTY, INDIANA DEPARTMENT OF PUBLIC WORKS INSURANCE REQUIREMENTS AND HOLD HARMLESS PROVISIONS - 2 - Revision 3/87 Revision 6/01 Revision 5/07 for a limit of not less than $2,000,000.00 for all damages arising out of bodily injury or death in any one occurrence. The policy shall also provide for a limit of not less than $1,000,000.00 for all damages arising out of injury to or destruction of property in any once occurrence and, subject to that limit per occurrence, and aggregate limit of not less than $1,000,000.00 for all damages arising out of injury to or destruction of property during the policy period. Such insurance shall include coverage for Premises-Operation, Contractor’s Protective Liability, Products-Completed Operations, and Blanket Contractual Liability. COMPREHENSIVE AUTOMOBILE LIABILITY The Contractor and Subcontractor shall carry for the duration of the Contract, Comprehensive Business Automobile Liability Insurance providing for a limit of not less than $1,000,000.00 for all damages arising out of bodily injury or death for each person and a limit of not less than $1,000,000.00 for all damages arising out of bodily injury or death in any one occurrence. The policy shall also provide for a limit of not less than $1,000,000.00 for all damages arising out of injury to or destruction of property in any one occurrence. Such insurance shall include coverage for all owned, non-owned, and hired vehicles. WORKMAN’S COMPENSATION INSURANCE The Contractor and Subcontractor shall also provide proof of a current Workman’s Compensation Insurance policy prior to Contract awards. HOLD HARMLESS PROVISIONS The Contractor shall indemnify, defend, exculpate, and hold harmless St. Joseph County, Indiana, its officials and employees for any liability due to loss, damages, injuries, or other casualties of what so ever kind, or by whom so ever caused, to the person or property of anyone on or off the right-of-way arising out of or resulting from the performance of the Contract or from the installation, existence, use, maintenance, condition, repairs, alterations, or removal of any equipment or material, whether due in whole or in part to the negligent acts or omissions of the County, its officials, agents, or employees; on the Contractor, his agents or employees, or other persons engaged in the performance of the Contract or rising out of this Contract; or the joint negligence of any of them, including any claim arising out of the Workman’s Compensation Act or any other law, ordinance, order, or decree. The Contractor also agrees to pay all reasonable expenses and attorneys’ fees incurred by o imposed on the County in connection herewith in the event that the Contractor shall default under the provisions of this paragraph. As much of the money due the Contractor under and by virtue of his Contract as the County may consider necessary for such purpose may retained for Page I2 of I3 ST. JOSEPH COUNTY, INDIANA DEPARTMENT OF PUBLIC WORKS INSURANCE REQUIREMENTS AND HOLD HARMLESS PROVISIONS - 3 - Revision 3/87 Revision 6/01 Revision 5/07 the use of the County. In case no money is due, the Contractors’ Surety may be held until such suit or suits, action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and suitable evidence to the effect furnished to the County. Money due will not be withheld when the Contractor produces satisfactory evidence that he is protected adequately by public liability and not extend to the indemnification or exculpation against claims arising out of the preparation or approval of Plans, Specification, or Special Provisions unless furnished by the Contractor. It is specifically agreed between the parties executing the Contract that it is not intended by any of the provisions of any part of the Contract to create the public or any member thereof a third party beneficiary hereunder, or to authorize anyone not a party to the Contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions or the Contract. Page I3 of I3 Lawson-Fisher Associates P.C. STANDARD DRAWINGS E 609-RCBA-01 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER SHEET NO. 1 3 4 2 INDEX SUBJECT SEPTEMBER 2021 INDEX AND GENERAL NOTES REINFORCED CONCRETE BRIDGE APPROACH Reinforced Concrete Bridge Approach Index and General Notes Reinforced Concrete Bridge Approach Square Reinforced Concrete Bridge Approach Skewed Reinforced Concrete Bridge Approach Section, Pavement Ledge, and Bar Bending Details with bridge railing transitions. See Standard Drawing series E 609-TBAE for RCBA extensions used 2. All reinforcing bars shall be epoxy coated.1. GENERAL NOTES: 3/24/21 3/29/2021 1 Bridge Deck Pavement Ledge 3" 20'-6" 1 Bridge Deck Pavement Ledge 3" 20'-6" PLAN SHOWING TOP REINFORCING PLAN SHOWING BOTTOM REINFORCING 30 Spa. @ 8" = 20'-0" 10 Spa. @ 2'-0" = 20'-0" Structure Structure 3" 3" 31 - #5 Bars #5 x 20'-2" 11 - #5 Bars 591 3" 3" 3" 3"Sleeper Slab Sleeper Slab 591 Bars Spa. @ 6" (max.) #5 Bars Spa. @ 8" (max.)RCBA Width to be Shown on the PlansRCBA Width to be Shown on the PlansE 609-RCBA-02 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER SEPTEMBER 2020 SQUARE REINFORCED CONCRETE BRIDGE APPROACH RCBA = Reinforced Concrete Bridge Approach :KEY for terminal joint and sleeper slab details. When shown on the plans, see Standard Drawing series E 503-BATJ 1 NOTES: 03/10/20 04/02/20 1 Bridge Deck Pavement Ledge 3" Lap 2'-0" 20'-6" 1 Bridge Deck Pavement Ledge 3" 20'-6" PLAN SHOWING TOP REINFORCING PLAN SHOWING BOTTOM REINFORCING Structure Structure 3 Lap 2'-0" 3 30 Spa. @ 8" = 20'-0" 10 Spa. @ 2'-0" = 20'-0" #53"3"#5 Lengths #5, Variable Variable Lengths #5 @ 8", 31 - #5 #5 x 20'-2" 11 - #5 Lengths #5, Variable 3" 3" 3"3"Sleeper Slab Sleeper Slab 591 Variable Lengths #5 @ 2'-0", #5 Bars Spa. @ 8" (max.)#5 & 591 Bars Spa. @ 6" (max.)RCBA Width to be Shown on the PlansRCBA Width to be Shown on the PlansE 609-RCBA-03 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER SEPTEMBER 2020 SKEWED REINFORCED CONCRETE BRIDGE APPROACH RCBA = Reinforced Concrete Bridge Approach :KEY reinforcing bars shall be provided. be shorter than 2 ft 0 in., a fanned configuration of three #5 x 5'-0" For skew > 15 degrees where variable-length transverse bars would 3 on the plans. Variable-length #5 bars shall be detailed by means of cutting diagrams 2. for terminal joint and sleeper slab details. When shown on the plans, see Standard Drawing series E 503-BATJ 1 NOTES: 3 - #5 x 5'-0" 3 - #5 x 5'-0" 03/10/20 04/02/20 20'-2" 591 x 20'-9" PAVEMENT LEDGE DETAIL1"2 1/2"2"2" 1'-6"45° 2" Cl. Bridge Deck (Billed With Superstructure) Tie-Bar Assy. Spa. @ 2'-0" #5 x 6'-0" Epoxy-Coated Threaded RCBA 9"Subbase for PCCP Thickness 6 Mils (min.) 2 Layers of Polyethylene, 6" (min.) Approach Pavement Thickness2 1/2"Joint Filler Expansion 1/2" x 4" Preformed Joint Filler Expansion 1/2" x 2" Preformed #5 (typ.) Bridge Deck RCBA Thickness(typ.) 8"Pvmt. Thickness6 SECTION THROUGH APPROACH See Detail. Pavement Ledge Tie-Bar Assy. #5 Threaded PCCP Shown) Joint (Terminal Joint, Type Sleeper Slab and Terminal Subbase for PCCP Type IC Subgrade Treatment, Geotextile for Subgrade, Type 2B 7 Thickness 6 Mils (min.) 2 Layers of Polyethylene, 591 @ 6" (max.) (typ.) 2'-0" @ 6" (max.), Where Required #5 (Variable Length) Approach Pavement Where Required #5 (Variable Length) @ 8" (max.), #5 x 20'-2" @ 8" (max.) E 609-RCBA-04 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER SEPTEMBER 2021 AND BAR BENDING DETAILS SECTION, PAVEMENT LEDGE, REINFORCED CONCRETE BRIDGE APPROACH RCBA = Reinforced Concrete Bridge Approach :KEY subbase for PCCP. treatment shall be omitted and geotextile shall be placed under 7 When the RCBA is constructed without a terminal joint, subgrade for terminal joint and sleeper slab details. When shown on the plans, see Standard Drawing series E 503-BATJ 6 details and notes. See Standard Drawing series E 703-BRST for reinforcing-bar bending 5. See Standard Drawing series E 609-BRJT for joint type I-A details.4 RCBA = Same as pavement thickness, if pavement thickness ≥ 12 in. RCBA = 12 in. if pavement thickness < 12 in. For PCCP approach pavement:3 RCBA = 12 in. if design year AADT ≥ 1000 RCBA = 10 in. if design year AADT < 1000 For HMA approach pavement:2 See plans for approach pavement thickness.1 NOTES: 1 4 2 3123 3/18/21 3/24/2021 Approach R.C. Bridge Bridge Deck Concrete or Greater Backer Rod 3/8" Ø Final Saw Cut 1/4" ± 1/16"1/4" ± 1/16"1 1/4"3"Initial Saw Cut 1/8" E 609-BRJT-01 09/04/12DETAILS PLACED IN THIS FORMAT INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATESUPERVISOR, ROADWAY STANDARDS TYPE I-A JOINT SEPTEMBER 2012 STATE OF No. AAD I N I NPROFES O I S N LA NE IGENRERGEISTERDE RICHARD L. V anCLE A VE 9750 /s/ Richard L. VanCleave 09/04/12 /s/ Mark A. Miller 09/04/12 See Standard Drawing series E-609-RCBA for joint location.1. NOTES: 1/4"Sealant Silicone Joint ELEVATION 30’-0" max.30’-0" max. A of Railing, TX3’-8" - Pay LimitsELEVATION SHOWING REINFORCING STEEL 2 3/4" (5702E spacing)2 3/4"6" max. spacing Dimension depends on the number of windows and the dimension "X" A SECTION A-A PILASTER (typ.) END BENT PILASTER (typ.) PIER PILASTER SPAN PILASTER SPAN Concrete bridge deck slab (2 each face) #5E x (length varies) PILASTER (typ.) END BENT PILASTER SPAN PILASTER SPAN PILASTER (typ.) PIER 30’-0" max. Dimension depends on the number of windows and dimension X 1 1/2" width Notches 1 1/2" width Notches 1’-0"2 3/4" (5700E spacing)2 3/4" to joint - Pay limits of concrete railing, TX pierEnd of bridge slab 6"6"X X XX1’-4 1/2"1’-0"1’-0"1’-0"1’-0"1’-4 1/2" 6"6"6"6"6"1’-0"1’-0"1’-0"a6"6"6"6"1’-0"1’-0"6"6"6"6"6"6"6"6"1’-0"1’-0"1’-0"1’-0"a 4"4"4"4"4"4" 5700E #7E Bent Bar (2 each face) 5702E x 1’-6" No. of Windows x 1’-6" No. of Windows x 1’-6" No. of Windows STANDARD DRAWING NO. INDIANA DEPARTMENT OF TRANSPORTATION E 706-BRTX-01 (typ.) (typ.) (typ.) TYPICAL PANEL RAILING, TX pilaster details. See Standard Drawing E 706-BRTX-04 for pier and end bent 10 See Standard Drawing E 706-BRTX-03 for span pilaster details.9 details. Window opening. See Standard Drawing E 706-BRTX-02 for 8 All reinforcing bars designated E shall be epoxy coated.7. Transition, TTTX. See Standard Drawing E 706-TTTX-01 for Concrete Bridge Railing 6. = 6". Dimension a = 2X + 3 1/2". Space bars within dimension a equally 5 pilasters does not decrease the integrity of the railing. Span pilasters are for aesthetic purposes only. Omitting span 4. Span pilasters may be omitted for a short span with X = 2’-0".3. span length. Select the number of windows and adjust dimension X to fit the 2 See Standard Drawing E 706-BRTX-02, -03, and -04 for sections.1. NOTES SEPTEMBER 2012 8 8 8 10 9 9 10 5 5 2 2 2 2 /s/ Richard L. VanCleave 09/04/12 DATESUPERVISOR, ROADWAY STANDARDS /s/ Mark A. Miller 09/04/12 DATECHIEF ENGINEER STATE OF No. AAD I N I NPROFES O I S N LA NE IGENRERGEISTERDE RICHARD L. V anCLE A VE 9750 1’-4"6"4 1/2"4 1/2"4"7" 10"1"1"1"1 1/2"1"1"1 1/2"SECTION B-BELEVATION SECTION C-C 1" 1 1/2"1’-0"R(typ.)B B C C1’-6"2’-7 1/2"1’-0" 1’-0" 1"1"1"2" (typ.) min. 2" cl. Concrete bridge deck Top of deck SECTION D-D D D1’-4"1’-6" #5E 1’-0"1"1"1 1/2"1 1/2"5"6" 10" 2" 10"4 1/2"4"5"Bar #7E Bent 5700E 5702E5702E 3 1/2"3 1/2"(typ.) 8" (typ.) 10" (typ.) 1 1/2" (typ.) 1 1/2" (typ.) 1" (typ.) 6" (typ.) 1" STANDARD DRAWING NO. INDIANA DEPARTMENT OF TRANSPORTATION E 706-BRTX-02 WINDOW DETAILS RAILING, TX SEPTEMBER 2012 4 4 for details. Construction joint type A. See Standard Drawing E 702-CJTA-01 4 diagrams. See Standard Drawing E 706-BRTX-04 for reinforcing-bar 3. All chamfered edges shall be 3/4".2. All reinforcing bars designated E shall be epoxy coated.1. NOTES /s/ Richard L. VanCleave 09/04/12 DATESUPERVISOR, ROADWAY STANDARDS /s/ Mark A. Miller 09/04/12 DATECHIEF ENGINEER STATE OF No. AAD I N I NPROFES O I S N LA NE IGENRERGEISTERDE RICHARD L. V anCLE A VE 9750 1 1/2" 1" 1 1/2"6 1/2"3’-6"#5E 3 1/2"3 1/2"3"2’-8"3’-6"3 1/2"1" Bar #7E Bent ELEVATION SECTION E-E SECTION G-G F F G G 2’-0"3’-2 1/2"1’-0"2" 1/2" #5E 3 1/2"6"1"1"1" 1/2" 1/2"1 1/2" 1"1 1/2"1 1/2" 10"8"X2’-0"X 3 1/2"3 1/2"1’-0"1"1"1 1/2"1 1/2"E E SECTION F-F3’-1 1/2"3’-2 1/2"1’-0"2" 1" 1/2" #5E 3 1/2"3 1/2"6 1/2"3’-6"3’-6"Concrete bridge deck Top of deck Notch 1 1/2" width X 3"(typ.) min. 2" cl.5"1" 5700E Bar #7E Bent 5702E Bar #7E Bent STANDARD DRAWING NO. INDIANA DEPARTMENT OF TRANSPORTATION E 706-BRTX-03 SEPTEMBER 2012 SPAN PILASTER RAILING, TX 5 5 4 4 number of window openings. Adjust dimension X to fit the span length, depending upon the 5 details. Construction joint type A. See Standard Drawing E 702-CJTA-01 for 4 See Standard Drawing E 706-BRTX-04 for reinforcing-bar diagrams.3. All chamfered edges shall be 3/4".2. All reinforcing bars designated E shall be epoxy coated.1. NOTES /s/ Richard L. VanCleave 09/04/12 DATESUPERVISOR, ROADWAY STANDARDS /s/ Mark A. Miller 09/04/12 DATECHIEF ENGINEER STATE OF No. AAD I N I NPROFES O I S N LA NE IGENRERGEISTERDE RICHARD L. V anCLE A VE 9750 2’-9" ELEVATION SECTION I-ISECTION H-H H I H I 1’-4 1/2"1’-4 1/2"3’-1 1/2"3’-6"1’-0"2" 1"1"5"deck Concrete bridge Top of deck Top of deck Notches 1 1/2" width Notches 1 1/2" width (typ.) 6" 5702E1"1"6"6" 5700E x 8’-10"3’-3"1’-4" lap1’-3"10"6" 10"6" 5702E x 2’-2"#7E BENT BAR x (X + 2’-6") X = Panel Length - 2(2 3/4") STANDARD DRAWING NO. INDIANA DEPARTMENT OF TRANSPORTATION E 706-BRTX-04 PIER OR END BENT PILASTER RAILING, TX SEPTEMBER 2012 details. Construction joint type A. See Standard Drawing E 702-CJTA-01 for 4 All chamfered edges shall be 3/4".3. details and notes. See Standard Drawing E 703-BRST-01 for reinforcing-bar bending 2. All reinforcing bars designated E shall be epoxy coated.1. NOTES 4 /s/ Richard L. VanCleave 09/04/12 DATESUPERVISOR, ROADWAY STANDARDS /s/ Mark A. Miller 09/04/12 DATECHIEF ENGINEER STATE OF No. AAD I N I NPROFES O I S N LA NE IGENRERGEISTERDE RICHARD L. V anCLE A VE 97503 1/2"3 1/2"5"#5E 5700E #7E Bent Bar 3"3" 1" Lawson-Fisher Associates P.C. APAI GUIDE FOR SPECIFYING ASPHALT PAVEMENTS FOR LOCAL GOVERNMENTS February 26, 2018 Page 1 of 7 2018 RECOMMENDED GUIDE SPECIFICATION FOR ASPHALT PAVEMENTS FOR LOCAL GOVERNMENTS AND NON-GOVERNMENTAL APPLICATIONS This recommended specification incorporates the latest asphalt pavement technologies. It attempts to present the best practices, procedures and processes but is not intended to replace sound engineering knowledge, judgment and experience. The Indiana Department of Transportation (INDOT) Standard Specifications, Section 402 – Hot Mix Asphalt, HMA, Pavement dated 2018, shall apply with the modifications as noted herein. Section numbers refer to INDOT Standard Specifications. HMA.01 Description This work shall consist of one or more courses of Hot Mix Asphalt (HMA) base, intermediate, surface mixtures or other miscellaneous HMA application. HMA.02 Quality Control HMA shall be supplied from a Certified HMA Plant in accordance with Indiana Test Method (ITM) 583 – Certified Volumetric Hot Mix Asphalt Producer Program. HMA shall be transported and placed according to a Quality Control Plan (QCP) prepared by the Contractor in accordance with ITM 803 – Contractor Quality Control Plan for HMA Pavement. The QCP shall be submitted to the Contracting Agency five calendar days prior to commencing HMA paving operations. HMA.03 Materials PG binders for HMA shall be supplied by an INDOT approved supplier in accordance with ITM 581 – Asphalt Supplier Certification (ASC) Program and shall meet the requirements of Section 902.01. Aggregate materials for HMA mixtures shall be supplied by an INDOT Certified Aggregate Producer (CAPP). The aggregates shall meet the requirements of Section 904. The HMA fine aggregate materials shall meet the requirements of Section 904.02(b), except the fine aggregate angularity table shall be modified as follows: FINE AGGREGATE ANGULARITY Type Depth from Surface ≤ 4 inches* > 4 inches A B 40 40 C 45 40 *Note: For 4.75 mm mixtures, the fine aggregate angularity shall be 40 for Type A and 45 for Type B and C. Asphalt Pavement Association of Indiana, Inc. February 26, 2018 Page 2 of 7 The HMA coarse aggregate materials shall meet the requirements of 904.03(b), except the coarse aggregate angularity table shall be modified as follows: COARSE AGGREGATE ANGULARITY Type Depth from Surface ≤ 4 inches > 4 inches A 55 B 75 50 C 85/80* 60 *Note: Denotes two faced crushed requirements. HMA coarse aggregates for surface mixtures shall meet the requirements of Section 904.03(d), except they may be modified as follows when the design speed or posted speed limit is equal to or less than 45 mph. Coarse Aggregate Type Traffic ESALs < 3,000,000 < 10,000,000 ≥ 10,000,000 Air-Cooled Blast Furnace Slag Yes Yes Yes Steel Furnace Slag Yes Yes Yes Sandstone Yes Yes Yes Crushed Dolomite Yes Yes Yes Polish Resistant Aggregates Yes Yes Yes Crushed Stone Yes Yes * Gravel Yes Yes * *Note: Crushed Stone or gravel may be used in accordance with ITM 221. HMA.04 Design Mix Formula and Mixture Type The design mix formula (DMF) shall be prepared by an INDOT approved Mix Design Laboratory in accordance with Section 401.05 and submitted to the Contracting Agency in an acceptable format one week prior to use. The DMF shall be based on the mixture type (design ESAL) and mixture designation of the following tables. Mixture Type Type A* Type B* Type C* Design ESAL <300,000 300,000 to <3,000,000 ≥3,000,000 AADT (Average Annual Daily Traffic)*** <4,000 4,000 - 15,000 15,000 - 30,000 AADTT (Average Annual Daily Truck Traffic)*** <50 50 - 1700 >1700 Commercial & Residential Application*** Passenger car parking with <500 stalls and <20 heavy trucks** per day, residential driveways Parking Lots with 20-300 heavy trucks** per day Heavy commercial parking lots with 150-300 heavy trucks** per day February 26, 2018 Page 3 of 7 Mixture Type Type A* Type B* Type C* Surface Nominal Maximum Aggregate Sizes 4.75 mm 9.5 mm 12.5 mm 4.75 mm 9.5 mm 12.5 mm 4.75 mm 9.5 mm 12.5 mm Recommended PG Binder Grade 64-22 64-22 70-22 Intermediate Nominal Maximum Aggregate Sizes 9.5 mm 12.5 mm 19.0 mm 25.0 mm 9.5 mm 12.5 mm 19.0 mm 25.0 mm 9.5 mm 12.5 mm 19.0 mm 25.0 mm Recommended PG Binder Grade 64-22 64-22 64-22 Base Nominal Maximum Aggregate Sizes 19.0 mm 25.0 mm 19.0 mm 25.0 mm 19.0 mm 25.0 mm Recommended PG Binder Grade 64-22 64-22 64-22 * A higher category mix may be used for a lower category application at no additional cost to the agency. ** Heavy trucks are commercial vehicles with normally 2 axles, six tires or larger. *** This information is provided as an approximate comparison only. Asphalt binder grades are recommended in the above table based on mixture type and designation. Adjustments to the binder grades may be required based on the amount of recycled materials used. Guidelines are contained in HMA.08. The plant discharge temperature for any mixture shall not be more than 315°F whenever PG 58-28, PG 64-22, PG 64-28, or PG 70-22 binders are used and not more than 325° F whenever PG 70-28 or PG 76-22 binders are used. HMA mixtures may be produced by using a water injection foaming device or additives as specified and according to the manufactures recommendations. HMA.05 Volumetric Mix Design Design Mix Formula (DMF) shall be determined for each mixture from a volumetric mix design by a design laboratory selected from INDOT’s list of Approved Mix Design Laboratories. A volumetric mixture shall be designed in accordance with Section 401.05 and AASHTO R 35 with the following tables and exceptions. All loose mixture shall be conditioned for four hours in accordance with AASHTO R 30 prior to testing. Material Adjustment Factor (MAF) shall not apply. GYRATORY COMPACTION EFFORT Mix Type Nini Ndes Nmax Max. % Gmm @ Nini Max. % Gmm @ Nmax A 6 50 75 91.5 98.0 B 7 75 115 90.5 98.0 C 8 100 160 89.0 98.0 VOIDS FILLED WITH ASPHALT, VFA, CRITERIA @ Ndes Type VFA % A 70-80 B 65-78 C 65-75 February 26, 2018 Page 4 of 7 HMA.06 (intentionally left blank) HMA.07 Mix Criteria HMA wedge and leveling mixtures shall consist of surface or intermediate mixtures in accordance with HMA.04. Aggregate requirements of 904.03(d) do not apply when the wedge and leveling mixture is covered by a surface or intermediate mixture. Temporary HMA mixtures shall be the type specified in accordance with HMA.04. A MAF in accordance with 402.05 will not apply. HMA curbing mixes shall be HMA surface type B in accordance with 402 except 402.05 shall not apply and RAP shall not be used. The binder content shall be 7.0% and the gradations shall meet the following: HMA Curbing Gradations Sieve Size Percent Passing 1/2 in. (12.5 mm) 100.0 3/8 in. (9.5 mm) 80.0 – 100.0 No. 4 (4.75 mm) 73.0 ± 5.0 No. 30 (600 µm) 20.0 – 50.0 No. 200 (75 µm) 6.0 – 12.0 HMA.08 Recycled Material Recycled Materials shall meet the requirements of Section 401.06. MAXIMUM BINDER REPLACEMENT PERCENTAGE Mix Type Base and Intermediate Surface Dense Graded Dense Graded 25.0 mm 19.0 mm 12.5 mm 9.5 mm 12.5 mm 9.5 mm 4.75 mm A 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* B 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* C 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0/40.0* 25.0* 25.0* 25.0* *Note: The contribution of RAS to any HMA mixture shall be ≤ 3.0% by total mass of mixture and ≤ 15.0% binder replacement. IMPORTANT NOTE: The above table gives the designer the option to specify a maximum binder replacement of either 25.0% or 40.0% for all dense graded asphalt mixtures, excluding Type C surfaces. In 2016, INDOT revised their specifications to reduce the maximum allowable binder replacement percentage from 40.0% to 25.0% for all dense graded asphalt mixtures. However, higher RAP/RAS mixtures are more sustainable and economical. It is NAPA (National Asphalt Pavement Association) and APAI’s positions that higher binder replacement percentages can be utilized without compromising durability and longevity of the asphalt pavement when properly designed. The Departments of Transportation for some surrounding states allow for higher binder replacement percentages than 25.0%. For asphalt projects using this Guide Specification, the Agency/Owner should use proper engineering judgement on a project-by-project basis to select the maximum binder replacement in the table above. February 26, 2018 Page 5 of 7 HMA Mixtures with a binder replacement greater than 25.0% and less than or equal to 40.0% by weight of total binder content utilizing RAP or a blend of RAP and RAS shall use a binder grade with the upper and lower temperature classification reduced by 6° C from the specified binder grade as shown below. Specified Binder Grade for Binder Replacement ≤ 25.0% Specified Binder Grade for Binder Replacement >25.0% and ≤40.0% PG 64-22 PG 58-28 PG 70-22 PG 64-28 PG 76-22 PG 70-28 HMA.09 Acceptance of Mixtures Acceptance will be on the basis of a Type D Certification in accordance with Section 916(d). The HMA Certification shall be the quality control test representing the material and shall include air voids at Ndesign and binder content for material supplied to the project. Type D Certification shall be submitted to the Contracting Agency’s representative each day in which material is received. The Minimum Testing Frequency for Type D Certification. Base and Intermediate One sample for each 1,000 ton Surface One sample for each 600 ton CONSTRUCTION REQUIREMENTS HMA.10 General Shall be in accordance with Section 402.10. HMA.11 Preparation of Surfaces to be Overlaid Milling of an existing surface shall be in accordance with Section 306. Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. PCCP, milled asphalt surfaces and asphalt shall be tacked according to Section 406. Contact surfaces of curbing, gutters, manholes and other structures shall be tacked in accordance with Section 406. HMA.12 Weather Limitations HMA courses less than 110 lb/syd are to be placed when the ambient and surface temperatures are 60o F or above. HMA courses equal to or greater than 110 lb/syd but less than 220 lb/syd are to be placed when the ambient and surface temperatures are 45o F or above. HMA courses equal to or greater than 220 lb/syd are to be placed when the ambient and surface temperatures are 32o F or above. Mixture shall not be placed on a frozen subgrade. However, HMA courses may be placed at lower temperatures provided the density of the HMA course is in accordance with Section 402.16 or if approved by the Contracting Agency’s representative. HMA.13 Spreading and Finishing Shall be in accordance with Section 402.13. HMA.14 Joints Shall be in accordance with Section 402.14. February 26, 2018 Page 6 of 7 HMA .15 Compaction The HMA mixture shall be compacted with equipment in accordance with 409.03(d) immediately after the mixture has been spread and finished. A roller application is defined as one pass of the roller over the entire mat. Compaction operations shall be completed in accordance with the following table or by the Low Temperature Compaction Requirements in HMA.16. NUMBER OF ROLLER APPLICATIONS Rollers Courses < 440 lb/syd Courses > 440 lb/syd Option 1 Option 2 Option 3 Option 4 Option 5 Option 1 Option 2 Three Wheel 2 4 4 Pneumatic Tire 2 4 4 Tandem 2 2 2 4 Vibratory 6 8 Oscillatory 6 Rollers shall not cause undue displacement, cracking, or shoving. A reduced number of applications on a course may be approved if detrimental results are being observed. HMA.16 Low Temperature Compaction Requirements Shall be in accordance with Section 402.16. Density test reports shall be furnished to the Contracting Agency. HMA.17 Shoulder Corrugations Shall be in accordance with Section 402.17. HMA.18 Pavement Smoothness Shall be in accordance with Section 402.18. HMA.19 Method of Measurement Shall be in accordance with Section 402.19, except the Material Adjustment Factor (MAF) shall not apply. HMA.20 Basis of Payment The accepted quantities for this work will be paid for at the contract unit price per ton for HMA of the type and Nominal Maximum Aggregate Size (NMAS) specified, complete in place. Pay Item* Pay Unit HMA Surface Type __, __mm Ton HMA Intermediate Type __, __mm Ton HMA Base Type __, __mm Ton * Pay item shall include the mixture type from the table in HMA.04 and the Nominal Maximum Aggregate Size (NMAS). February 26, 2018 Page 7 of 7 If the user has questions regarding this guide specification, APAI encourages you to contact the member asphalt producer or contractor in your local area. A membership directory can be downloaded to your phone from the Apple or Google app store by searching for Asphalt Pavement Association of Indiana. Also, remember that government agency personnel are welcomed as our complimentary guests at the association’s annual Winter Conference and Trade Show held in December in Indianapolis. Please consult our website for details each fall regarding date and location. Asphalt Pavement Association of Indiana, Inc. Kirsten Pauley, PE Technical Director 2346 South Lynhurst Drive, Suite 708 Indianapolis, IN 46241 Mobile: (317) 258-0132 Email: kpauley@asphaltindiana.org www.asphaltindiana.org NOTE: Please contact Kirsten Pauley via email for a version of this specification document in MS Word. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County—City Building, South Bend, IN 46601 http://www.southbendin.gov/government/department/community-investment Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Sarah Andrews, President A Certified Local Government of the National Park Service Adam Toering, Historic Preservation Administrator OFFICE USE ONLY>>>>>>DO NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOX<<<<<<OFFICE USE ONLY Date Received: ____________________ Application Number: ____________—___________________________________ Past Reviews: YES (Date of Last Review) _____________________________ NO Staff Approval authorized by: _________________________________________________________ Title: __________________________ Historic Preservation Commission Review Date: __________________________________________________________________________ Local Landmark Local Historic District (Name) ________________________________________ National Landmark National Register District (Name) _____________________________________ Certificate Of Appropriateness: Denied Tabled Sent To Committee Approved and issued: _____________________ Address of Property for proposed work: ________________________________________________________________________ (Street Number—Street Name—City—Zip) Name of Property Owner(s): __________________________________________________ Phone #: ______________________ Address of Property Owner(s): _______________________________________________________________________________ (Street Number—Street Name—City—Zip) Name of Contractor(s): _______________________________________________________ Phone #: ______________________ Contractor Company Name: __________________________________________________________________________________ Address of Contractor Company: ______________________________________________________________________________ (Street Number—Street Name—City—Zip) Current Use of Building: _____________________________________________________________________________________ (Single Family—Multi-Family—Commercial—Government—Industrial—Vacant—etc.) Type of Building Construction: ________________________________________________________________________________ (Wood Frame—Brick—Stone—Steel—Concrete—Other) Landscape New Replacement (not in-kind) Demolition Proposed Work: (more than one box may be checked) Description of Proposed Work: _______________________________________________________________________________ ___________________________________________________________________________________________________________ ___________________________________________________________________________________________________________ ___________________________________________________________________________________________________________ Owner e-mail: __________________________________ and/or Contractor e-mail: ___________________________________ X _______________________________________________ and/or X _______________________________________________ Signature of Owner Signature of Contractor By signing this application I agree to abide by all local regulations related to project and to obtain a Building Department Permit, if applicable. —APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE— APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS