TRANSVERSE SECTION TABLE OF CONTENTS CHAPTER 9
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1 TABLE OF ONTENTS HAPTER FILE TITLE DATE TABLE OF ONTENTS AND INTRODUTION 0.TO- Table of ontents - hapter... 2Sep Introduction - hapter... 0Jul202 PLAN 0.0- General Information... 2Sep20 SAMPLE General Information... 2Sep20 * Sample Transverse Section Sheet - ontinuous Span... 2Sep20 * Sample Transverse Section Sheet - urved Alignment... 2Sep20 * Sample Transverse Section Sheet - Median, Utilities and... Shared Use Path... 2Sep20 * Sample Transverse Section Sheet - Phased onstruction... 2Sep20 * Sample Transverse Section Sheet - losure Pour... 2Sep20 * Sample Transverse Section Sheet - Sidewalk... 2Sep20 * Sample Transverse Section Sheet Architectural Treatment... 2Sep heck List... 2Sep heck List... 2Sep20 * Indicates x sheet; all others are ½ x. TABLE OF ONTENTS HAPTER DATE: 2Sep20 of FILE 0.TO-
2 INTRODUTION It is the intent of this chapter to establish the specific requirements, practices and/or guidelines of the Structure and Bridge Division for the completion of the transverse section plan sheet. It also provides other sources of information along with cross references to other Manuals of the Structure and Bridge Division (Volume V - series) to assist in the preparation of the transverse section sheet. The practices and specific requirements contained in this chapter have been established based on the Structure and Bridge Division s experience and recommendations. This chapter in the manual contains specific requirements, practices and/or guidelines for the detailing of the transverse section, part sections and miscellaneous details required on the transverse section plan sheet. It is not the intent of these requirements and guidelines to supercede the requirements contained in hapter of this manual but to convey necessary information to the designer for the completing the transverse section plan sheet. It is expected that the users of this chapter will adhere to the practices and requirements stated herein. NOTE: Due to various restrictions on placing files in this manual onto the Internet, portions of the drawings shown do not necessarily reflect the correct line weights, line types, fonts, arrowheads, etc. Wherever discrepancies occur, the written text shall take precedence over any of the drawn views. INTRODUTION - HAPTER DATE: 0Jul202 of FILE 0.00-
3 GENERAL INFORMATION: This section of the chapter establishes the practices and specific requirements necessary for the completion of the transverse section sheet for a bridge plan assembly. A typical bridge project will normally have a single transverse section plan sheet which shall include the transverse section, part transverse section(s), drip detail, notes and other miscellaneous details as required. Space permitting, other required details pertaining to the transverse section may be shown on this sheet. Transverse sections shall be drawn viewing the section looking in the direction of increasing stations. The transverse section detail may be generated for use on the sheet by using the btran program from the VDOT BRIDGE MDL task bar in MicroStation Vi. A cell library (trans.cell) is also provided to allow designers to develop the transverse section and to add the other miscellaneous details required. The decision to incorporate architectural treatment into a bridge project and the type of treatments shall be made during the preliminary design. Incorporating or removing architectural treatments from a project at a later stage could require re-design and plan changes including quantities. See hapter of this manual for requirements, details and information for architectural treatment. Including architectural treatment on parapets/railings will affect geometric items such as distance between face-to-face of curb/rail, out-to-out of deck, etc. Architectural treatment on parapets/rails will also affect substructure widths and quantities. For location of the transverse section sheet in the bridge plan assembly, see File No The practices for the completion of interior sheets contained in hapter of this manual shall be adhered to. PLAN GENERAL INFORMATION DATE: 2Sep20 of FILE 0.0-
4 GENERAL INFORMATION: This section of the chapter includes sample transverse section sheets with a check list for completing these sheets. It is not the intent of the sample transverse section sheets and checklist contained in this section to show how to lay out the superstructure of a bridge. The transverse section sheets shown in this section are intended only to provide the designer with the necessary detail requirements for a complete transverse section plan sheet. For location of the transverse section plan sheet in the bridge plan assembly, see File No SAMPLE GENERAL INFORMATION DATE: 2Sep20 of FILE 0.02-
5 PROJET PROJET , B0 LRte Notes: Face of rail Face of rail typ. 3 For additional reinforcing steel in top layer of deck slab at piers and other reinforcing steel details not shown, see Deck Plan on sheet 2. For details of rail, see sheets and 2. typ. min. Point of finished grade See Drip Detail typ = = - Scale: = -0 eq. spa. eq. spa. eq. spa. SL0 series SB series S series 2 cl. spa. cl. eq. spa. PART SETION AT MIDSPAN 2 b0 2 SAMPLE PLAN SAMPLE - ONTINUOUS SPAN OMMONWEALTH OF VIRGINIA STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER unless otherwise shown c 202, ommonwealth of Virginia Date Designed: SBJ... Drawn:... SBJ hecked:... MHJ Aug. 202 Plan DATE: 2Sep20-2 of FILE
6 PROJET PROJET 00-0-, B2 Note: 2 For additional reinforcing steet details, see Deck Plan on sheet 2. For details of rail, see sheet Face of curb Varies ommon chord L Rte. 2 Face of curb typ. Slope varies min. Point of finished grade 3 See Drip Detail typ. 3 typ = eq. spa. eq. spa. eq. spa. SB00 S series 2 cl. 2 b0 eq. spa. cl. 2 2 eq. spa. 2 eq. spa. PART SETION OMMONWEALTH OF VIRGINIA SAMPLE PLAN SAMPLE - URVED ALIGNMENT STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER Scale: = -0 unless otherwise noted. c 202, ommonwealth of Virginia Designed: SBJ... Drawn:... SBJ hecked:... MHJ Date Aug. 202 Plan DATE: 2Sep20-3 of FILE
7 PROJET PROJET 0-0-, B L Rte. 2-2 Notes: 2 Face of curb 2-0 Face of median curb Face of median curb Face of curb -0 Shared use path Face of curb For additional reinforcing steel details, see Deck Plan on sheet. For details of parapet, see sheet. For details of median barrier, see sheet 2. For pedestrian fence details, see sheet. - Point of finished grade - typ. 2 o conduit / 3 min. 3 typ. L of o/ gas line L of o/ water line See Drip Detail typ = = Scale: = -0 ML030 * L Rte. eq. spa. eq. spa. eq. spa. eq. spa. eq. spa. 3 typ. S003 top lap with every top S series bar typ. at median overhangs. SB series S series 2 cl. R = 2 typ. MT030 MT0302 Type EP or EP epoxy typ. cl. 3 typ. 2 eq. spa. eq. spa. 2 eq. spa. * ML030 bars have a minimum lap of -3. PART SETION Shown for exterior overhang left of route centerline looking upstation. Other overhangs similar. MEDIAN OVERHANG SETION For additional deck reinforcement details, see Part Section. 2 b0 2 SAMPLE PLAN SAMPLE - MEDIAN, UTILITIES AND SHARED USE PATH OMMONWEALTH OF VIRGINIA STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER (unless otherwise noted) c 202, ommonwealth of Virginia Designed: SBJ... Drawn:... SBJ hecked:... MHJ Date Plan DATE: 2Sep20 of Aug FILE 0.02-
8 PROJET PROJET , B L Rte Note: For additional reinforcing steel in top layer of deck slab at piers and other reinforcing steel details not shown, see Deck Plan on sheets 2 and. For parapet details, see sheet. Face of curb Phase I onstruction Phase onstruction Face of curb onstruction joint typ. min. Point of finished grade 3 See Drip Detail typ. 3 typ onstruction joint onstruction joint Phase I onstruction Phase onstruction 20 eq. spa. = - 2 eq. spa. = 20 - S series 2 cl. 2 cl. S series cl. cl. 2 b0 3 = - = 2 - = 2-0 = 2-0 = eq. spa. = eq. spa. = -2 = 2-0 = 2-0 = - = 2-0 = PART SETION (Phase I) onstruction joint PART SETION (Phase II) Phase Phase S003 S00 S002 PART SETION AT ONSTRUTION JOINT OMMONWEALTH OF VIRGINIA SAMPLE PLAN SAMPLE - PHASED ONSTRUTION At the ontractor s option, and at no additional cost to the Department, a mechanical splice may be used in place of the lap splice. In this case, the S003 bars are replaced by couplers having 2 - leg lengths. STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER Scale: = -0 unless otherwise noted. 202, ommonwealth of Virginia Designed: PEL... Drawn:... PEL hecked:... MNJ Date Aug. 202 Plan DATE: 2Sep20 - of FILE 0.02-
9 PROJET PROJET , B2 2 - Phase I onstruction Deck closure Phase II onstruction typ. - Face of Face of 2 B rail onstruction L rail Face of sidewalk curb Face of sidewalk curb 3 Point of finished grade % slope % slope 2 Notes: For deck slab and sidewalk reinforcement details, see sheet. For rail details, see sheet. See Detail A min. slab - - See onstruction - Joint Detail 2 L - Telephone conduit system = -0 Phase I onstruction Deck closure Phase II onstruction 20 eq. spa. onstruction joint eq. spa. eq. spa. eq. spa Lgirder % slope SW series 2 clr. L girder - min. lap - min. lap SB series S series clr. S0 series SB series eq. spa. b02 PART SETION Scale: = -0 Type EP or EP epoxy ONSTRUTION JOINT DETAIL Scale: = typ. DETAIL A SAMPLE PLAN SAMPLE - LOSURE POUR OMMONWEALTH OF VIRGINIA STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER Scale: = -0 unless otherwise shown c 20, ommonwealth of Virginia Designed: JYM... Drawn:... RWS,Jr. hecked:... RWS,Jr. Date Jun. 20 Plan DATE: 2Sep20 - of FILE 0.02-
10 PROJET PROJET , B Notes: 2 For deck slab and sidewalk reinforcement details, see sheet. For rail details, see sheet 2. - L Rte. 0 Bus Face of rail Face of sidewalk curb Face of rail 2 L 2 o/ nonmetallic conduit 3 Point of finished grade typ. % See Detail A min. 3 typ. 2 - = b0 2 2 eq. spa. eq. spa. % slope eq. spa. S series eq. spa. 2 cl. Type EP or EP epoxy 3 typ. SW series SB series cl. eq. spa. eq. spa. DETAIL A PART SETION SAMPLE PLAN SAMPLE - SIDEWALK OMMONWEALTH OF VIRGINIA STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER Scale: = -0 unless otherwise shown c 202, ommonwealth of Virginia Designed: SBJ... Drawn:... SBJ hecked:... MHJ Date Jun. 202 Plan DATE: 2Sep20 - of FILE 0.02-
11 PROJET PROJET , B Notes: 2 For deck slab and sidewalk reinforcement details, see sheet. For rail details, see sheet L Rte. 0 Bus Face of rail Face of sidewalk curb Face of rail 2 L 2 o/ nonmetallic conduit 3 Point of finished grade typ. % See Detail A min. Architectural treatment Architectural treatment inside face typ. outside face typ. 3 typ. Apply color coating to concrete surface within these limits typ. 2 - = b0 2 2 eq. spa. eq. spa. % slope eq. spa. S series eq. spa. 2 cl. Type EP or EP epoxy 3 typ. SW series SB series cl. eq. spa. eq. spa. DETAIL A PART SETION SAMPLE PLAN SAMPLE - ARHITETURAL TREATMENT OMMONWEALTH OF VIRGINIA STRUTURE AND BRIDGE DIVISION RIHMOND, VA STRUTURAL ENGINEER Scale: = -0 unless otherwise shown c 202, ommonwealth of Virginia Designed: SBJ... Drawn:... SBJ hecked:... MHJ Date Jun. 202 Plan DATE: 2Sep20 - of FILE 0.02-
12 HEK LIST FOR SAMPLE : Show complete. Show and label L / BL of bridge. This designation shall match that shown on the road plans/title sheet for a bridge plan assembly. Do not include the word proposed. Label the Point of finish grade. Dimension distance from out-to-out of bridge. Dimension distances from L / BL of bridge to face of curb(s)/rail(s). Dimension width of parapets and/or rails. If there are median barriers, raised medians, sidewalks and shared use paths, dimension widths. Where architectural treatment is used on the inside (traffic) and/or outside (non-traffic) face(s) of parapets/rails, the dimensioned width shall include the relief. For bridges with phased construction, show and label the limits of phased construction. Show and label the construction joint. Dimension the distance from L / BL to the construction joint. Dimension the distance from construction joint to face of curb/rail for Phase I construction. Dimension location of the first beam/girder on each side of the bridge L / BL. Show beam /girder spacings along with the width(s) of deck slab cantilevers. Show the cross slope of the deck slab along with direction arrow(s). Label the face of curb/rail. If there is a raised median, label as: Face of median curb; sidewalk curb as: Face of sidewalk curb; for all else as: Face of curb or Face of rail. Show and label span/common chords for curved bridges using layout on span/common chords. Span chords are chords between the intersections of bridge L / BL with the face of backwalls/ end of slabs and L piers/bents. ommon chords are chords between the intersections of bridge L / BL with the face of backwalls/end of slabs at abutments. Dimension the distance from the bridge L / BL to the span/common chord. Show and label the L of all utilities supported by the bridge. Provide the number, size of conduit(s)/pipe(s) and name of utility utilizing the conduit(s)/pipe(s). When water, gas or other similar systems are located on the bridge, the diameter of pipe should also be shown. Utilities shall preferably be located between an exterior beam/girder and the first interior beam/girder unless otherwise directed by the utility company. Gas lines shall be located between an exterior beam/girder and the first interior beam/girder. Show PART SETION at midspan complete with reinforcement details. For deck slabs continuous over pier(s)/bent(s) show an additional Part Section at pier/bent complete with reinforcement details. Provide number of equal spaces for SL bars. Show. SAMPLE HEK LIST DATE: 2Sep20 of FILE 0.02-
13 Show sidewalk and raised median section details as needed. Show cross slope of sidewalks with direction of slope. Provide number of equal spaces for longitudinal reinforcing bars. Spacing of transverse reinforcing bars are normally shown on the DEK SLAB PLAN of the DEK PLAN sheet. Show miscellaneous details pertaining to the transverse section as needed when space on the transverse section sheet allows. Transverse section, part transverse section(s) and miscellaneous details shall be drawn to a scale of sufficient size so as to be legible when reduced to half-size. Where architectural treatment is used on the face(s) of parapets/rails, identify the treated face(s). Where architectural treatment is used on the outside (non-traffic) face of parapets/rails with color, identify any concrete surfaces on the deck to which color coating is to be applied. For closure pour, show deck slab construction joint on a minimum of one beam/girder and placement of construction joints on both beams/girders is desirable where feasible. Determine location of construction joints during preliminary design. Show Notes as required. Add appropriate sheet number(s). For instructions on completing the notes, see File No For instructions on completing the title block, see File No For instructions on completing the project block, see File No For instructions on completing this portion of the sheet, see File No For instructions on completing the block for sealing, signing and dating this sheet, see File Nos. 0.- thru -. SAMPLE HEK LIST DATE: 2Sep20 of FILE 0.02-
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