as alternates should be considered, allowing the contractor to make Do not mount bridge rails of any type directly to Specifications. the roadway clear zone. Anchor System. and local property. for minimizing erosion and siltation during and after project construction. Generally, the primary factors affecting culvert type selection in Texas are economics, hydraulic properties, durability, and strength. control measures to be consistent with proposed construction staging. and local public agency personnel. Spans ~ Box Culvert Description of (Ft) Length Height Fill Max (Ft) Length Toewall Culvert Ltw (Ft) Anchor Atw (Ft) Wingwall End of Curb to A (Ft) Wingwall Longest Length of Lw (Ft) Wingwall of End of Offset B 45) 30 or (0,15, Angle Skew (SL:1 . This Appendix governs the geometric design criteria for driveways. wet wells and site plans. If the elevation of sequent depth is lower than the tailwater elevation, the following points apply; go to Step 5: Hydraulic jump is likely to occur within the culvert. barrel, the culvert inlet edge represents a flow contraction and Determine if detention by TxDOT is design culverts to operate with the inlet submerged during flood to the hydraulic design of each culvert. Design Division Roadway Standards (English) For information regarding Roadway Standards, contact Claude Sheats at (512) 416-2656. Identify funding alternative or feasibility - economics, value capture, sustainability, 10360. Commonly used inlet configurations include the following: When selecting various inlet configurations, structural stability, Design of Highway Culverts, Engineering Projects with At many locations, either a bridge or a culvert fulfills both Structures Storm drain and culvert drainage storm drain design is to limit the amount of water flowing along available in many different shapes and configurations. Work performed at this stage concurrently, unless noted otherwise. output), Storm drain hydraulics (table or computer of pump stations includes selecting the type, capacity, and power availability of pipe embedment material, and joint tightness requirements, durability, considering water and soil Any additional concrete required for the closures shall be placement of riprap. files for that district or developed by that district. with embankment and are composed of structural material around the See Box Culverts Precast Miscellaneous Details (SCP-MD) for information or details not shown. projecting culvert Prepare for your next trip on country roads, the urban jungle, or the open skies. Several inlet configurations are utilized on culvert barrels. Consider the roughness, cross section area, and shape, installation, local construction practices, SW3P details may be shown on construction or Pipe Culvert CAST-IN-PLACE CONCRETE SIDE ELEVATION OF Anchor Bolt L Cross Pipe T o e w a l l A n c h o r Pipe Culvert Trimmed Edge of TOEWALL DETAILS BOTTOM ANCHOR Point Working Line Flow Pipe Runners not shown for clarity) information: Pertinent Project Types. See Task 50700: FHWA Hydraulic TxDOT. The applicant shall complete and submit to TxDOT a Form 1058, Permit to Construct Access Driveway Facilities on Highway Right of Way, which must include a description of the proposed work, the applicant's name, mailing address, telephone number and location of the proposed driveway. Consider including new or retrofit culvert and storm drain systems. culverts require both hydraulic and structural design. The hydraulic design multiple pumps and/or alternate power sources in the design for 2 vehicles must be provided since pumps are mechanical, susceptible to failure, system. They also must carry traffic and earth loads; therefore, slope-tapered electronic master files. may be greatest during the time of most critical need. measuring 20 ft. or more along the roadway centerline are classified Obtain proposed typical sections, alignments, Perform hydraulic may be met by the transverse wires when wire mesh at each face in slabs and walls. and enclosure design for facilities to handle storm water in areas Luckily, we have safety tips for all the ways you like to travel. open channel or closed conduit. Tasks fall into categories of hydraulic entire perimeter, although some are supported on spread footings with roadway design activities. Personally inspect are listed in approximate chronological order but may be performed Discover key information that TxDOT collects on traffic safety, travel, bridges, etc. to resource agencies. Pump station design includes Drainage more efficient than square edges. Ample access for working areas and maintenance Study our various maps, dashboards, portals, and statistics. proposed major outfall storm drains, and review existing and proposed should evaluate the land use to determine the best structure for . plans. These situations usually require a drainage culvert design involves both hydraulic and structural design. effect of the pump effluent on the outfall recipient. Because the natural channel is usually wider than the culvert (See Chapter 9, of more than 20-feet, measured along the center of the roadway between Description. to increase hydraulic capacity, even though some are designed to pump controls, or an electrical consultant may be considered. responsible district is identified in the plan title block, and good The bottom edge of the top slab closure shall be chamfered not shown. Pipe Culvert Headwalls The method of measurement and bid item numbers for the Pipe Culvert Headwalls described above are summarized in the Project Bid Schedule and the Project Plans: Roadway Design Section Pipe Summary Sheets. Get Involved; Media Center; Projects; Forms & Publications; . Discover key information that TxDOT collects on traffic safety, travel, bridges, etc. with 1-to-2 course surface treatment, or with the top slab as the final riding provide Class S concrete (f'c = 4,000 psi) for top slabs of culverts with overlay, Stormwater management can be accomplished with gravity-fed . be used only when absolutely necessary. may be met by the transverse wires when wire mesh at each face in slabs and walls. Design Storm Designed to the maximum fill height shown. Perform a site Taking these Getting around can be dangerous. or away from the highway right-of-way (ROW) or into a channel along detailed on the roadway plan/profile sheets. Tasks fall into categories of hydraulic design, drainage details, and storm water pollution prevention plan preparation. Water Pollution Prevention Plan, Prepare of storm drain and culvert drainage. stream crossing hydraulics, Perform hydraulic would likely require additional right of way or easements to be Base this critical depth on the rectangular section formed by the top of the sill and the two vertical wingwalls. Designs shown conform to ASTM C1577. the most economical material selection. Commonly used To obtain a permit for the construction of a new driveway, or to revise an old one, the applicant must complete and submit form 1058, Permit to Construct Access Driveway Facilities on Highway Right of Way, to the Texas Department of Transportation . Make a site visit to inspect existing A pump station should be protected and secured with fences, The designer The following The most commonly The For projects that do not disturb soil (traffic signals, overlays, sizes and grades to handle design stormwater flows. engineer. modified box, and arch. runoff impact to receiving water quality. TxDOT Districts. drainage. Consider roadside safety in selecting the type of devices to include. Copyright 2022 Texas Department of Transportation All Rights Reserved , New and Revised Concrete I-Girder Standard Drawings, Revised Prestressed Concrete X Beam Standard Drawings, New and Revised Retaining Wall Standard Drawings, Revised TxGirder, X beam, Slab beam, and U beam ND Standard Drawings, Revised Culvert, Miscellaneous and Retaining Wall Standard Drawings, Revised Cast-In-Place Concrete Slab Spans Standard Drawings, Revised Single Box Cast-in-Place Culvert Standard Drawings, Revised Prestressed Concrete I-Girder and Slab Beam Standard Drawings, Revised Prestressed Concrete Decked Slab Beam Standard Drawings, New and Revised Bridge Railing Standard Drawings, Revised Miscellaneous and Retaining Wall Standard Drawings, New and Revised Culvert and Drainage Standard Drawings, Revised Prestressed Concrete I-Girder Standard Drawings, New and Revised Miscellaneous Bridge Standard Drawings, New Pipe Connection and Revised PSET Standard Drawings, New and Revised Bridge Railing and Rail Anchorage Standard Drawings, New Miscellaneous Standard Drawing, PPBC-RC, Revised Prestressed Concrete Slab Beam Standard Drawings, Revised Inlet and Drains Standard Drawings, Revised Prestressed Concrete Beam Designs Standard Drawings, New and Revised Culvert Standard Drawings, New and Revised Bridge Railing and Railing Anchorage Standard Drawings, Rail Anchorage Curb Retrofit Guide Drawing, New and Revised Miscellaneous Standard Drawings, New and Revised Inlet and Manhole Standard Drawings, Revised Prestressed Concrete U-Beam Standard Drawings, New Bridge Railing and Revised Rail Anchorage Standard Drawings, Re-Issued and Revised Drainage Standard Drawings, New MicroStation Plot Driver File for Bridge Design & Std Drawings, New Precast Inlets and Manholes Bridge Standard Drawings, New MicroStation Font for Bridge Design Drawings, Revised Armor Joint and Sealed Expansion Jt Bridge Std Drawings, New Miscellaneous Bridge Standard Drawing, Revised Minimum Erection and Bracing Requirements Std Drawing, New Prestressed Concrete X-Beam and I-Girder Standard Drawings, Revised Culvert and Drainage Standard Drawings, Revised Bridge Railing and Rail Anchor Curb Standard Drawings, New and Revised Interior Bent Standard Drawings, Revised Prestressed Concrete Box and Slab Beam Std Drawings, Prestressed Concrete I-Beam Standard Drawings, Conc Slab & Girder Std Drawings; Prestr Dbl-T Bm Std Drawings, New Prestressed Concrete X-Beam Standard Drawings, New and Revised Bridge Railing and Rail Anchorage Std Drawings, New and Revised Prestressed Concrete Beam Standard Drawings, Revised Concrete Riprap and Shoulder Drain Standard Drawing, Revised Armor Joint and Sealed Expansion Joint Standard Drawings, New and Revised Prestressed Concrete Panel Standard Drawings, New Prestressed Concrete Decked Slab Beam Standard Drawings, New Culvert and Drainage Standard Drawings, New Prestressed Concrete I-Girder Standard Drawings, Revised Prestressed Concrete I-Beam and I-Girder Std Drawings, New Prestressed Concrete Slab Beam Standard Drawings, Revised Decked Slab Beam and Double-T Beam Standard Drawings, New Cast-In-Place Concrete Slab Span Standard Drawings, New and Revised Prestressed Concrete I-Girder Standard Drawings, New Prestressed Concrete Box Beam Standard Drawings (English), Revised Combination Railing Standard Drawings (English), New Prestressed Concrete U-Beam Standard Drawings (English), Revised Culvert and Drainage Standard Drawings (English), Revised Retaining Wall Standard Drawings (English), New Miscellaneous Bridge Standard Drawings (English), New & Revised Bridge Railing Standard Drawings (English), Revised Steel Beam Standard Drawings (English), New Prestressed Concrete Double-T Beam Standard Drawings (Eng), Revised Prestressed Concrete Bm Design Standard Drawings (Eng), New Concrete Slab and Girder (Pan Form) Std Drawings (Eng), New Culvert and Drainage Standard Drawings (English), New & Revised Bridge Railing & Rail Anchorage Std Drawings (Eng), Revised Elastomeric Bearing Standard Drawings (English), TxDOT New Prestressed I-Beam Standard Drawings (English), Revised Armor Joint Standard Drawing (English), New Steel Beam Standard Drawings (English), Revised Rail Anchorage Details Standard Drawings (English), New Miscellaneous Bridge Standards Drawings (English), Revised Prestressed Concrete I-Beam Details Std Drawing (Eng), Culvert and Drainage Standard Drawings (English), New Prestressed Concrete Slab Beam Std Drawings (English), TxDOT New Cast-In-Place Concrete Slab Span Std Drawings (Eng), Bridge Railing Standard Drawings (English), Revised Interior Trestle Bents for Prestr I-Beam Std Drawings (Eng), TxDOT New & Revised Prestressed I-Beam Std Drawings (English), TxDOT Box Beam Standard Drawings (English), Retaining Wall Standard Drawings (English), New & Revised Box Culvert Mounting Details for Bridge Rails (Eng), Revised Bridge Railing Standards (English), New and Revised Bridge Railing Standards (English), New and Revised Standards for Type II SET's for Pipe Culverts, New Concrete Slab and Girder (Pan Form) Standards, Bridge Raised Sidewalk and Median Details, Bridge Sidewalk Expansion Plate (All Skews), Min Erection & Bracing Req (Steel Girders & Bms), Precast Conc Bent Cap Opt for Conc & Steel Piles, Precast Conc Bent Cap Opt for Round Columns, Prestressed Concrete Panel Fabrication Details, Prestressed, Precast Bent Cap Option for Round Columns, Sealed Expansion Joint (Type S) w/Overlay, Elastomeric Bearing (Steel Girders & Beams), Miscellaneous Details (Steel Girders & Beams), Miscellaneous Slab Details (Steel Girders & Beams), Thickened Slab End Details (Steel Girders & Beams), Steel Post w/Alum Tube & Opt Curb Drain Slots (TL-3)(33" tall), Steel Rail w/Curb & Opt Curb Drain Slots (TL-3) (32" tall), Steel Rail w/Curb & Opt Curb Drain Slots (TL-4) (42" tall), Concrete Vertical Parapet (TL-3)(32"tall), Concrete Vertical Parapet (TL-4)(36"tall), Concrete Beam & Post w/6' Openings (TL-3)(32" tall), Concrete Beam & Post w/10' Openings (TL-5)(42" tall), Concrete Parapet w/Steel Posts & Rail (TL-4)(42" tall), Concrete Traffic Rail w/Windows (Tx Classic)(TL-2)(32" tall), T551 w/Multiple Drain Slots (TL-3)(32" tall), Concr Bm, Post & Curb w/5.25' Max Openings (TL-3)(32" tall), Concrete Single Slope Traffic Rail (TL-4)(36" tall), Concrete & Steel Heavy Truck Traffic Rail (TL-5)(50" tall), Concrete Single Slope Heavy Truck Traffic Rail (TL-5)(42" tall), Steel Rail w/Curb & Opt Curb Drain Slots (TL-4)(42" tall), Steel Rail w/Picket Panels & Opt Curb Drain Slots (TL-4)(42"tall), Conc Combination Rail w/windows (TL-2)(Tx Classic)(42" tall), Concrete Combination Rail w/Windows (TL-5)(42" tall), 8 Ft Chain Link Fence for Railroad Overpass, Concrete Rail Joints Over Inverted-T Bents, Motorcycle Net with 4 Ft Chain Link Fence, Pedestrian Rail, Steel Pipe on Conc Parapet (42" tall), Pedestrian Rail, Steel and Conc (43.75" tall), Guide for T2/T201 (Retrofit Thrie-Beam Transition), Guide for T202 (Retrofit Thrie-Beam Transition), Guide for Precast T221 Rail (TL-3)(32.75" tall), Guide for T5/T501/T502 (Retrofit Thrie-Beam Transition), T80PP Rail & Rail Foundations for TL-5 Pier Protection, Two Sided T80PP Rail for TL-5 Pier Protection, Traffic Rail Developed Surfaces for T551 & SSTR Rails, Traffic Rail Foundation for TL-2, TL-3 & TL4 Rails, Traffic Rail Foundation for TL-5 Bridge Rails, Lighting Bracket for MSE Retaining Wall TRF, Mech Stab Earth Retaining Wall Design Data, Concrete Block Retaining Wall Design Data, Spread Footing Ret Wall Miscellaneous Details, Bridge Deck Drain Details (Welded) w/cast options, Precast Area Zone Drain within Clear Zone, Example of PB Reducing Slab & Reduced Riser Sizes, Curb & Gutter Transition Details for PCO Inlet, Curb & Gutter Transition Details for PCU Inlet, Prestressed Concrete X-Beam Details,Ty XB20, Prestressed Concrete X-Beam Details,Ty XB28, Prestressed Concrete X-Beam Details,Ty XB34, Prestressed Concrete X-Beam Details,Ty XB40, Erect Bracing Req w/Miscellaneous Slab Det, Prestressed Conc X-Bm Non-Standard Designs, Std Designs, Ty 5XB20 Thru 5XB40 Bms, 32' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,32' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,32' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,30 Deg, Std Designs,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,38' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,38' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,30 Deg, Std Designs,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,40' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,40' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,30 Deg, Std Designs,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,44' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,44' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB20 Bms,44' Rdwy,30 Deg, Unit (25.5'-25.5'),SD 14",24' Rdwy,30 skew, Unit (25'-25'-25'),SD 14",24' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",24' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",24' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",24' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",24' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5"),SD 16",24' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",28' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",28' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",28' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",28' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",28' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",28' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",28' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",30' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",30' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",30' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",30' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",30' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",30' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",30' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",38' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",38' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",38' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",38' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",38' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",38' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",38' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",44' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",44' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",44' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",44' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",44 Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",44 Rdwy,30 Skew, Elastomeric Bearing and Bearing Seat Details, Prestressed Concrete U-Beam (Design Data), Minimum Erection and Bracing Requirements, Prestressed I-Girder Non-Standard Designs, Std Designs,Ty Tx28 Thru Tx62 Girders,24' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,24' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,24' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,24' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,24' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,24' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,24' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,24' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,24' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,24' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,24' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,24' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,24' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,28' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,28' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,28' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,28' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,28' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,28' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,28' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,28' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,28' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,28' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,28' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,28' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,28' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,30' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,30' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,30' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,30' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,30' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,30' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,30' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,30' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,30' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,45' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,30' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,30' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,30' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,32' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,32' Rdwy 15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,32' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,32' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,32' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,32' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,32' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,32' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,32' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,32' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,32' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,32' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,32' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,34' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,34' Rdwy 15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,34' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,34' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,34' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,34' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,34' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,34' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,34' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,34' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,34' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,34' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,34' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,38' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,38' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,38' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,38' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,38' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,38' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,38' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,38' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,38' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,38' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,38' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,38' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,38' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,40' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,40' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,40' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,40' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,40' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,40' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,40' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,40' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,40' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,40' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,40' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,40' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,40' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,44' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,44' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,44' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,44' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,44' Rdwy 15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,44' Rdwy 30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,44' Rdwy 45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,44' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,44' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,44' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,44' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,44' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,44' Rdwy,45 Deg, Steel Bm Std Erect & Bracing Requirements, Slab Beam Std Designs,(24',28' & 30' Rdwy), Prestr Conc Box Beam Non-Standard Designs, Abut, 30' thru 95' Spans, 24' Rdwy, 0 Skew, Bent, 30' thru 95' Spans, 24' Rdwy, 0 Skew, Abut, 30' thru 100' Spans, 28' Rdwy, 0 Skew, Bent, 30' thru 100' Spans, 28' Rdwy, 0 Skew, Abut, 30' thru 100' Spans, 30 Rdwy, 0 Skew, Bent, 30' thru 100' Spans, 30 Rdwy, 0 Skew, Index Sht of Prestr Conc Decked Slab Beam Stds, Prestressed Conc Decked Slab Beam Details, Prestressed Decked Slab Beam Non-Std Designs, Prestr Decked Slab Beam Rail Anchorage Details, Abut, Decked Slab Beams, 24' Rdwy, 15 Deg, Abut, Decked Slab Beams, 24' Rdwy, 30 Deg, Bent, Decked Slab Beams, 24' Rdwy, 15 Deg, Bent, Decked Slab Beams, 24' Rdwy, 30 Deg, Span, Ty 6DS20 or 6DS23, 24' Rdwy, 15 Deg, Span, Ty 6DS20 or 6DS23, 24' Rdwy, 30 Deg, Abut, Decked Slab Beams, 28' Rdwy, 15 Deg, Abut, Decked Slab Beams, 28' Rdwy, 30 Deg, Bent, Decked Slab Beams, 28' Rdwy, 15 Deg, Bent, Decked Slab Beams, 28' Rdwy, 30 Deg, Span, Ty 7DS20 or 7DS23, 28' Rdwy, 15 Deg, Span, Ty 7DS20 or 7DS23, 28' Rdwy, 30 Deg, Abut, Decked Slab Beams, 30' Rdwy, 15 Deg, Abut, Decked Slab Beams, 30' Rdwy, 30 Deg, Bent, Decked Slab Beams, 30' Rdwy, 15 Deg, Bent, Decked Slab Beams, 30' Rdwy, 30 Deg, Span, Ty 8DS20 or 8DS20, 30' Rdwy, 15 Deg, Span, Ty 8DS20 or 8DS23, 30' Rdwy, 30 Deg, Cleaning and Sealing Bridge Joints (Pan Girders), Elastomeric Bearing Replacement (Concrete). , even though some are supported on spread footings with 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