MANUAL OF THE STRUCTURE AND BRIDGE DIVISION
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1 MANUAL OF THE STRUCTURE AND BRIDGE DIVISION PRESTRESSED CONCRETE ADJACENT MEMBER STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION
2 VDOT GOVERNANCE DOCUMENT VDOT Manual of the Structure and Bridge Division: Part 05: Prestressed Concrete Adjacent Member Standards OWNING DIVISION: Structure and Bridge DATE OF ISSUANCE: 01/30/2018
3 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, Stephen Brich COMMISSIONER January 30, 2018 SUBJECT: Manual of the Structure and Bridge Division Part 5 Prestressed Concrete Adjacent Member Standards MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: PITN Series Standards: Inverted T-beams Non-Welded Transverse Connections Section PSC_IT PSC_IT.CEL library REVISIONS: File Number Description of change(s) TOC-1 thru -3 Revised dates and file numbers per changes. TOC-4 and -5 Added Inverted T-beams to Table of Contents and revised dates and file numbers per changes. INSTR-1 Added paragraph on prestressed concrete inverted T-beam standards. Last paragraph moved to next sheet. INSTR-2 Last paragraph from previous sheet moved to this sheet. Updated final paragraph to include cell library information for inverted T- beams. CELLINDEX-1 thru -4 Revised dates and file numbers per changes. CELLINDEX-5 Added index of cells for cell library PSC_IT.cel for inverted T- beams. VirginiaDOT.org WE KEEP VIRGINIA MOVING
4 Page 2 January 30, 2018 RETAIN THIS MEMO IN FRONT OF INDEX TO /original signed/ Junyi Meng, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer
5 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, Charles A. Kilpatrick, P.E. COMMISSIONER April 20, 2017 SUBJECT: Manual of the Structure and Bridge Division Part 5 Prestressed Concrete Adjacent Member Standards MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: None REVISIONS: File Number TOC-1 thru -4 PST-1 PST-2A PST-2A-2 and -3 PST-2B PST-3 PST-3-2 PST-3-3 and -4 PST-4 Description of change(s) Revised dates. Revised asphalt concrete overlay and transverse tendon notes. Increased overlay depth to 2 minimum for uniform overlay. Added Notes section and expanded to additional sheet. Revised transverse tendon note. Revised bar dimensions and pin diameters. Added bar lengths. Increased SL0501 and SS0501 lap lengths. Removed composite bar spacing. Updated total number of sheets. Completed Reinforcing Steel Schedules, added bending diagrams and expanded to additional sheet. Revised bar dimensions and pin diameters. Added bar lengths. Increased SL0501 and SS0501 lap lengths. Removed composite bar spacing. VirginiaDOT.org WE KEEP VIRGINIA MOVING
6 Page 2 April 20, 2017 REVISIONS: File Number PST-4-2 PST-4-3 and -4 PST-6A PST-6A-2 PST-6B PST-6B-2 PSV-1 PSV-2A PSV-2A-2 and -3 PSV-2B PSV-3 PSV-3-2 PSV-3-3 and -4 PSV-4 PSV-4-2 PSV-4-3 and -4 PSV-6A PSV-6A-2 PSV-6B PSV-6B-2 PBT-1 PBT-2A PBT-2A-2 and -3 PBT-2B Description of change(s) Updated total number of sheets. Added acute corner content to Notes. Completed Reinforcing Steel Schedules, added bending diagrams and expanded to additional sheet. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Added SD0401 and SD0502 lap lengths. Updated miscellaneous drafting. Revised asphalt concrete overlay note. Increased overlay depth to 2 minimum for uniform overlay. Added Notes section and expanded to additional sheet. Revised bar dimensions and pin diameters. Added bar lengths. Increased SL0501 and SS0501 lap lengths. Removed composite bar spacing. Updated total number of sheets. Completed Reinforcing Steel Schedules, added bending diagrams and expanded to additional sheet. Revised bar dimensions and pin diameters. Added bar lengths. Increased SL0501 and SS0501 lap lengths. Removed composite bar spacing. Updated total number of sheets. Added ST0401 length content for skewed bridges to Plan. Added acute corner content to Notes. Completed Reinforcing Steel Schedules, added bending diagrams and expanded to additional sheet. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Revised asphalt concrete overlay and transverse tendon notes. Increased overlay depth to 2 minimum for uniform overlay. Added Notes section and expanded to additional sheet. Revised transverse tendon note.
7 Page 3 April 20, 2017 REVISIONS: File Number PBT-3 PBT-3-2 PBT-3-3 PBT-3-4 and -5 PBT-4 PBT-4-2 PBT-4-3 PBT-4-4 and -5 PBT-6A PBT-6A-2 PBT-6B PBT-6B-2 PBV-1 PBV-2A PBV-2A-2 and -3 PBV-2B PBV-3 PBV-3-2 PBV-3-3 PBV-3-4 and -5 PBV-4 Description of change(s) Revised bar dimensions and pin diameters. Added bar lengths. Increased BL0501 lap length. Removed composite bar spacing. Updated total number of sheets. Moved Reinforcing Steel Schedule to next sheet and combined remaining notes. Split Reinforcing Steel Schedule into 3-0 and 4-0 tables, completed, added bending diagrams and expanded to additional sheet. Revised bar dimensions and pin diameters. Added bar lengths. Increased BL0501 lap length. Removed composite bar spacing. Updated total number of sheets. Moved Reinforcing Steel Schedule to next sheet and combined remaining notes. Added acute corner content to Notes. Split Reinforcing Steel Schedule into 3-0 and 4-0 tables, completed, added bending diagrams and expanded to additional sheet. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Added SD0401 and SD0502 lap lengths. Updated miscellaneous drafting. Revised asphalt concrete overlay and transverse tendon notes. Increased overlay depth to 2 minimum for uniform overlay. Added Notes section and expanded to additional sheet. Revised transverse tendon note. Revised bar dimensions and pin diameters. Added bar lengths. Increased BL0501 lap length. Removed composite bar spacing. Updated total number of sheets. Moved Reinforcing Steel Schedule to next sheet and combined remaining notes. Split Reinforcing Steel Schedule into 3-0 and 4-0 tables, completed, added bending diagrams and expanded to additional sheet. Revised bar dimensions and pin diameters. Added bar lengths. Increased BL0501 lap length. Removed composite bar spacing.
8 Page 4 April 20, 2017 REVISIONS: File Number PBV-4-2 PBV-4-3 PBV-4-4 and -5 PBV-6A PBV-6A-2 PBV-6B PBV-6B-2 CELLINDEX-1 thru -4 PSCS-1 thru -62 PSCB-1 thru -62 Description of change(s) Updated total number of sheets. Added BT0402 length content for skewed bridges to Plan. Moved Reinforcing Steel Schedule to next sheet and combined remaining notes. Added acute corner content to Notes. Split Reinforcing Steel Schedule into 3-0 and 4-0 tables, completed, added bending diagrams and expanded to additional sheet. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Added note clarifying Epoxy Type EP-7 is field applied. Added railing without curb content to Section Thru Parapet. Revised End Bearing Details content. Revised dates. Added ERECTION DIAGRAM and PLAN cells for skews up to 10 degrees. Updated sheet numbers. Updated existing, added missing and added new cell depictions. Updated sheet numbers. Updated existing, added missing and added new cell depictions. RETAIN THIS MEMO IN FRONT OF INDEX TO /original signed/ Junyi Meng, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer
9 RELEASE LETTERS A complete set of all release (revision) letters is located at the following link:
10 FILE NO. TITLE DATE AND GENERAL INSTRUCTIONS TOC -1 Table of Contents... 30Jan2018 TOC -2 Table of Contents... 30Jan2018 TOC -3 Table of Contents... 30Jan2018 TOC -4 Table of Contents... 30Jan2018 TOC -5 Table of Contents... 30Jan2018 INSTR -1 General Instructions... 30Jan2018 INSTR -2 General Instructions... 30Jan2018 INSTR -3 External Users: File Access Instructions... 28Dec2016 INSTR -4 External Users: File Access Instructions... 28Dec2016 VOIDED SLABS TRANSVERSE TENDONS * PST-1-1 Erection Diagram... 20Apr Notes to Designer... 28Dec2016 * PST-2A -1 Transverse and Typical Sections; Asphalt Overlay... 20Apr2017 * PST-2B -1 Transverse and Typical Sections; Concrete Overlay... 20Apr Notes to Designer... 28Dec2016 * PST-3-1 Exterior Slab; Type A... 20Apr Notes to Designer... 20Apr2017 * PST-4-1 Interior Slab; Type B... 20Apr Notes to Designer... 20Apr2017 * PST-5A -1 Cast-in-Place Concrete Parapet (F-shape)... 07Aug2012 * PST-6A -1 End Bearing and Waterproofing Details for Asphalt Overlay... 20Apr2017 * PST-6B -1 End Bearing and Waterproofing Details for Concrete Overlay... 20Apr2017 * Indicates 11 x 17 sheet; all others are 8 ½ x 11. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS DATE: 30Jan2018 SHEET 1 of 5 FILE NO. TOC-1
11 FILE NO. TITLE DATE VOIDED SLABS VIRGINIA ADJACENT MEMBER CONNECTIONS (VAMC) * PSV-1-1 Erection Diagram... 20Apr Notes to Designer... 28Dec2016 * PSV-2A -1 Transverse and Typical Sections; Asphalt Overlay... 20Apr2017 * PSV-2B -1 Transverse and Typical Sections; Concrete Overlay... 20Apr Notes to Designer... 28Dec2016 * PSV-3-1 Exterior Slab; Type A... 20Apr Notes to Designer... 20Apr2017 * PSV-4-1 Interior Slab; Type B... 20Apr Notes to Designer... 20Apr2017 * PSV-5A -1 Cast-in-Place Concrete Parapet (F-shape)... 07Aug2012 * PSV-6A -1 End Bearing and Waterproofing Details for Asphalt Overlay... 20Apr2017 * PSV-6B -1 End Bearing and Waterproofing Details for Concrete Overlay... 20Apr2017 BOX BEAMS TRANSVERSE TENDONS * PBT-1-1 Erection Diagram; Transverse Tendons... 20Apr Notes to Designer... 28Dec2016 * PBT-2A -1 Transverse and Typical Sections; Asphalt Overlay... 20Apr2017 * Indicates 11 x 17 sheet; all others are 8 ½ x 11. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS DATE: 30Jan2018 SHEET 2 of 5 FILE NO. TOC-2
12 FILE NO. TITLE DATE BOX BEAMS TRANSVERSE TENDONS (cont.) * PBT-2B -1 Transverse and Typical Sections; Concrete Overlay... 20Apr Notes to Designer... 28Dec2016 * PBT-3-1 Exterior Box; Type A... 20Apr Notes to Designer... 20Apr Notes to Designer... 20Apr2017 * PBT-4-1 Interior Box; Type B... 20Apr Notes to Designer... 20Apr Notes to Designer... 20Apr2017 * PBT-5A -1 Cast-in-Place Concrete Parapet (F-shape)... 07Aug2012 * PBT-6A -1 End Bearing and Waterproofing Details for Asphalt Overlay... 20Apr2017 * PBT-6B -1 End Bearing and Waterproofing Details for Concrete Overlay... 20Apr2017 BOX BEAMS VIRGINIA ADJACENT MEMBER CONNECTIONS (VAMC) * PBV-1-1 Erection Diagram... 20Apr Notes to Designer... 28Dec2016 * PBV-2A -1 Transverse and Typical Sections; Asphalt Overlay... 20Apr2017 * PBV-2B -1 Transverse and Typical Sections; Concrete Overlay... 20Apr Notes to Designer... 28Dec2016 * Indicates 11 x 17 sheet; all others are 8 ½ x 11. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS DATE: 30Jan2018 SHEET 3 of 5 FILE NO. TOC-3
13 FILE NO. TITLE DATE BOX BEAMS VIRGINIA ADJACENT MEMBER CONNECTIONS (VAMC) (cont.) * PBV-3-1 Exterior Box; Type A... 20Apr Notes to Designer... 20Apr Notes to Designer... 20Apr2017 * PBV-4-1 Interior Box; Type B... 20Apr Notes to Designer... 20Apr Notes to Designer... 20Apr2017 * PBV-5A -1 Cast-in-Place Concrete Parapet (F-shape)... 07Aug2012 * PBV-6A -1 End Bearing and Waterproofing Details for Asphalt Overlay... 20Apr2017 * PBV-6B -1 End Bearing and Waterproofing Details for Concrete Overlay... 20Apr2017 INVERTED T-BEAMS NON-WELDED TRANSVERSE CONNECTIONS * PITN-1-1 Erection Diagram... 30Jan Notes to Designer... 30Jan2018 * PITN-2-1 Transverse and Typical Sections... 30Jan Notes to Designer... 30Jan2018 * PITN-3-1 Exterior Slab... 30Jan Notes to Designer... 30Jan Notes to Designer... 30Jan2018 * Indicates 11 x 17 sheet; all others are 8 ½ x 11. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS DATE: 30Jan2018 SHEET 4 of 5 FILE NO. TOC-4
14 FILE NO. TITLE DATE INVERTED T-BEAMS NON-WELDED TRANSVERSE CONNECTIONS (cont.) * PITN-4-1 Interior Beams... 30Jan Notes to Designer... 30Jan Notes to Designer... 30Jan2018 * PITN-5A -1 Cast-in-Place Concrete Parapet (F-shape)... 30Jan Notes to Designer... 30Jan2018 * PITN-6-1 End Bearing and Waterproofing Details... 30Jan Notes to Designer... 30Jan Notes to Designer... 30Jan2018 * PITN-7-1 Deck Plan and Part Section... 30Jan Notes to Designer... 30Jan2018 CELL LIBRARIES: PSC_VS.CEL, PSC_BB.CEL AND PSC_IT.CEL CELLINDEX -1 CELLINDEX -2 CELLINDEX -3 CELLINDEX -4 CELLINDEX -5 Index of Cells... 30Jan2018 Index of Cells... 30Jan2018 Index of Cells... 30Jan2018 Index of Cells... 30Jan2018 Index of Cells... 30Jan2018 PSC_VS-1 thru -62 Cells... 20Apr2017 -CEL MicroStation Cell Library PSC_BB-1 thru -62 Cells... 20Apr2017 -CEL MicroStation Cell Library PSC_IT-1 thru -12 -CEL Cells... 30Jan2018 MicroStation Cell Library * Indicates 11 x 17 sheet; all others are 8 ½ x 11. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS DATE: 30Jan2018 SHEET 5 of 5 FILE NO. TOC-5
15 VIRGINIA DEPARTMENT OF TRANSPORTATION MANUAL OF THE STRUCTURE AND BRIDGE DIVISION The prestressed concrete voided slab standards include slab widths of 3-0 and 4-0 and depths of 15, 18 and 21. In general, the slabs are similar to the Precast/Prestressed Concrete Institute (PCI) standards and are economical for spans in the foot range. For section properties, weights, etc., see Part 2, Chapter 12, of this manual. Charts are developed to assist the designer in selecting economic slab sizes. The prestressed concrete box beam standards include beam widths of 3-0 and 4-0 and depths of 27, 33, 39 and 42. In general, the beams are similar to the PCI standards and are economical for spans in the foot range. For section properties, weights, etc., see Part 2, Chapter 12, of this manual. Charts are developed to assist the designer in selecting economic beam sizes. Detail series are developed for transverse post-tensioning and Virginia Adjacent Member Connections (VAMC). For asphalt overlays, VAMC details shall be used where skew exceeds 10 degrees. For the remaining cases, contact the District Structure and Bridge Engineer for design approval on which detail type to use. See Part 2, Chapter 12, of this manual for additional requirements and guidelines including overlay type. The prestressed concrete inverted T-beam standards include 6-0 wide interior inverted T-beams with tapered webs and exterior slab widths between 1-8 and 4-8. All member depths are 18. For development information, span and skew limitations, section properties, weights, etc., see Part 2, Chapter 12, of this manual. Refer to notes to designer for specific comments on each standard sheet. The designer must consider the effects of net camber at release (including camber tolerance) and 1/4 per foot cross slope when setting the bituminous overlay thickness at face of parapet/railing curb. Parapet/railing heights and dimensions for reinforcing steel shown on the parapet/railing standards may require adjustments. For required adjustments, see Notes to Designer for parapet/railing standards. Completion of the project block, title block and lower left corner shall be in accordance with the requirements of File Nos thru -2 of Part 2 of this manual and as specified herein. If a standard sheet is modified by the designer, the letters MOD. (without quotes) shall be added behind the standard designation in the lower left portion of the border, e.g., PST-1 MOD. Completing items on the standard that are indicated in the NOTES TO DESIGNER are not considered to be modifications. Minor modifications do not require approval (except for those proposed by Concessionaire/Design-Builder where ed approval by the District Structure and Bridge Engineer documented to the project design file is required for any modification). See Part 1 of this manual, File No. Pre.02-6 for definition of minor modification. Modifications not considered minor as defined in File No. Pre.02-6 require approval by the District Structure and Bridge Engineer documented to the project design file unless a design exception is required. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS GENERAL INSTRUCTIONS DATE: 30Jan2018 SHEET 1 of 4 FILE NO. INSTR-1
16 VIRGINIA DEPARTMENT OF TRANSPORTATION MANUAL OF THE STRUCTURE AND BRIDGE DIVISION In general, in the title block (lower right hand corner of sheet) Designed, Drawn and Checked are blank and need to be filled in with the appropriate initials. For standard sheets without any design or detailing requirements, Designed, Drawn and Checked are filled in with S&B DIV. If the design or details are modified, these fields should be filled in with initials as appropriate. The CADD standard beam detail sheets are located in Falcon [ \PROJECTS\br-stand\sbr\pss] directory (central office environment). The drawing file name for the standard sheet corresponds with the file number (name of standard sheet) as listed in the Table of Contents (minus the dash). For example, standard PST-3 is drawing pst3.dgn. Three cell libraries (PSC_VS.cel, PSC_BB.cel and PSC_IT.cel) are included with the standards to allow the designer to add the required details on the standard sheets for voided slab, box beam and inverted T-beam bridges. The PSC_VS, PSC_BB and PSC_IT sheets included herein depict the cells found in the cell libraries along with the name of the cell, an image of the cell, a description of the cell and the origin of cell. The origin of cell is indicated by a star. To attach a cell library, use the pull down menu in MicroStation under ELEMENT CELLS and select FILE to get a drop-down listing of available cell libraries. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS GENERAL INSTRUCTIONS DATE: 30Jan2018 SHEET 2 of 4 FILE NO. INSTR-2
17 VIRGINIA DEPARTMENT OF TRANSPORTATION MANUAL OF THE STRUCTURE AND BRIDGE DIVISION For external users, the CADD standard detail sheets are attached to the PDF files for each drawing located on VDOT s Structure and Bridge Division website. The user will need Adobe Reader version 7.0 or higher to be able to access the files. Either click on the DGN link in the table of contents or click on the attachment tab in the PDF file for each standard sheet. Using either method, the screen will appear similar to that shown below. By left clicking on the icon, the following menu will appear: Users may then save the file to their computer. PRESTRESSED CONC. ADJACENT MEMBER STANDARDS EXTERNAL USERS: FILE ACCESS INSTRUCTIONS DATE: 28Dec2016 SHEET 3 of 4 FILE NO. INSTR-3
18 VIRGINIA DEPARTMENT OF TRANSPORTATION MANUAL OF THE STRUCTURE AND BRIDGE DIVISION For accessing the cell library, click on CEL link in the table of contents. To simplify printing of this manual, a PDF of the complete manual in one PDF file with no links may be accessed by clicking on the link below. Full manual no links If the printer has both 8 ½ x 11 and 11 x 17 paper sizes available, the drawings and notes to designer may be printed on the correct paper size by placing a check next to the item Choose Paper Source by PDF page size as shown in the dialog below: If the printer only has 8 ½ x 11 paper, the drawings will default to the reduced paper size. Depending on the printer margins, the 11 x 17 drawing(s) may not be true half-size drawing(s). PRESTRESSED CONC. ADJACENT MEMBER STANDARDS EXTERNAL USERS: FILE ACCESS INSTRUCTIONS DATE: 28Dec2016 SHEET 4 of 4 FILE NO. INSTR-4
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