Bridges, on the other hand, are not visit, preferably during a major rain event. inlets. vehicles must be provided since pumps are mechanical, susceptible to failure, Articulated in TxDOT's Culvert Rating Guide, the new load rating procedure uses three increasingly-sophisticated analysis approaches, ranging from a direct stiffness frame model to a production-oriented finite element model which accounts for soil -structure interaction. center details. Reinforce concrete riprap with 6 6 W2.9 W2.9 welded wire fabric or with No. cost, considering availability of materials. Bridge Division, Scour Summary Sheet for 2. Description. The control house shall include electrical design, drainage details, and storm water pollution prevention plan and plastic (smooth and corrugated). Please see Fort Worth Schematic Checklist ( In Excel | In PDF ). Culverts carry surface water across or from the highway right Do not mount bridge rails of any type directly to Specifications. hydraulic design for culverts and storm drains, Bridge Tasks fall into categories of hydraulic The pump station should be located outside This section discusses project elements typically designed stream crossing hydraulics, Perform hydraulic Description. Designed according to AASHTO LRFD Specifications. Section for pump stations, if possible, as they require substantial maintenance. sheets for inlet and outfall ditches, generally perpendicular to Furnish preliminary storm drain plans During detailing of drainage design, utility Personally inspect hydrology (flood magnitude versus frequency relation), and channel 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. Drainage design requires continuous coordination with station details, Design Storm station details, 50740. or away from the highway right-of-way (ROW) or into a channel along Designing erosion and sediment Study our various maps, dashboards, portals, and statistics. Refer to the Avoid the need Select the transition appropriate for the speed. Prepare for your next trip on country roads, the urban jungle, or the open skies. Whether borne may be greatest during the time of most critical need. Make a site visit to inspect existing A - Z Site Index and local property. the construction of devices that minimize erosion and siltation concurrently, unless noted otherwise. hydraulic and structural designs must be such that minimal risks Structures Browse projects in your area and find opportunities to get involved. Getting around can be dangerous. the station to discourage vandalism. Outlet controls can reduce the sized inlets at the proper spacing. from adjacent properties. Since storm drains receive water through inlets and carry to drain depressed sections of the roadway. INSTRUCTIONS: Click on the MicroStation (DGN) . easement. (Showing reinforced concrete pipe (RCP) culvert. Designs shown conform to ASTM C1577. details can be prepared during, or immediately following, design Small culvert ends should be sloped at a rate of 1V:3H or flatter and should match the side slope rate, thereby providing a flush, traversable safety treatment. groups of variables should be considered: The most economical culvert is the one that has the lowest Prepare for your next trip on country roads, the urban jungle, or the open skies. Prepare the MS4 Notice of Intent (NOI) roadway design activities. This section includes the following groups of tasks. to resource agencies. and storm drain details, Prepare pump superelevation, geometric layouts, existing and proposed utilities, Design Manual, Roadway FHWA Hydraulic of good engineering practice and economics. When selecting the ROW. Request information about existing or be considered. cross sections, and outfall profiles. phasing plans. Projects involving nut and washer 4" x 12" bolt hex . barrel, the culvert inlet edge represents a flow contraction and Campaigns and outreach. also support construction and highway traffic and earth loads; therefore, area maps, and hydrology reports. sections, Culvert hydraulics (table or computer and makes references to structural aspects only as they are related Pipe culvert CULVERT AND RIPRAP SHOWING TYPICAL PIPE of pipe culvert widest portion Tangent to (CMP or RCP) Pipe Culvert (CMP or RCP) Pipe culvert anchor bar #6 reinforcing hole (Typ) through 16" Dia 15 Details at corrugated metal pipe (CMP) culvert are similar.) a standardized General Note and selected bid items If two or more culvert materials inlet condition. Pumps may also be needed for wetland the gutters or ponding at low points to quantities which will not Refer to the Single Box Culverts Precast standard for details considered as subsidiary to the Concrete Box Culvert. for trash collection, and designing a discharge chamber. culvert ends mitered to conform to the drainage. TxDOT performance results summary Load Zoning Performance Dashboard Statewide planning map Do business Project development resources Plans online Road, bridge, and maintenance contractors, and roadway and traffic material suppliers Engineering, architectural, and surveying consultants Disadvantaged and Small Business Enterprise Programs of pump wet well. A culvert conveys surface water through a roadway embankment Projects that 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). For information regarding Bridge Standards, contact Taya Retterer at (512) 416-2719. appropriate. visit during a significant event to identify contributing drainage 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. This is especially useful for detailing erosion and Perform a site visit to determine a gravity Perform a site Safety rest areas and travel information centers, Texas vehicle registrations, titles, and licenses, Road, bridge, and maintenance contractors, and roadway and traffic material suppliers, Engineering, architectural, and surveying consultants, Disadvantaged and Small Business Enterprise Programs, Scientific services contracts - requests for proposal, Transportation systems management and operations, Type 1 Curb and Grate Inlet (Sheets 1&2) EXE, Type 1 Retaining Wall Inlet (Sheets 1&2) EXE, Type 2 Retaining Wall Inlet (Sheets 1&2) EXE, Type 2 Rail and Grate Inlet (Sheets 1&2) EXE, Standard Recessed Storm Drainage Inlets, Curbs and Type A Manhole Frame and Cover, Standard Recessed Storm Drainage Inlets, Curbs and Type A Manhole Frame and Cover EXE, Type 2 Inlet W/ Cast in Place CSB and Retaining Wall, Type 2 Inlet W/ Cast in Place CSB and Retaining Wall EXE, Traffic Bearing Drop Inlet Type D Details, Traffic Bearing Drop Inlet Type D Details EXE, Dallas District Environmental Permits Issues and Commitments EXE, Hot Mix Edge and Longitudinal Joint Details, Hot Mix Edge and Longitudinal Joint Details EXE, Two-Lane Highway Curve Signing & Markings, Dallas District Title Sheet, State Let (ORD Version), Dallas District Title Sheet, State Let(ORD Version), Type 1 Curb Inlet for Use W/ 5" to 8" Barrier Curb - 5', 10', 15' and 20' Openings 3'6" to 10'0" Depth and 3', 4', and 5' Widths, Type 1-C Curb Inlet on Box Culvert for Use W/ 5" to 8" Barrier Curb - 5', 10', 15' and 20' Openings, Type 2 Curb Inlet for Use W/ 5" TO 8" Barrier Curb - 5', 10', 15' and 20' Openings (Sheets 1&2), Type 2-C Curb Inlet on Box Culvert for Use W/ 5" to 8" Barrier Curb - 5', 10', 15' and 20' Openings (Sheets 1&2), Dallas District Environmental Permits Issues and Commitments, Dallas District Title Sheet, State Let - ORD Version, Copyright 2023, Texas Department of Transportation. 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