VOLUME V PART 2 DESIGN AIDS AND TYPICAL DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER July 9, 2012 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: None NEW ISSUES: File NumberDescription of change(s) Chapter 9New chapter (Transverse Section) issued. REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01. TOC-1, -5 thru -7Reviseddateofapplicablesheets.Deletedsheet01.22-11and renumbered sheets in section 01.22 to reflect a total of 16 sheets.

Page 2 July 9, 2012 REVISIONS (continued): File NumberDescription of change(s) CHAPTER 1: (Contd) 01.20-8Deleted cells CS1 and CS2 as 27 tall Kansas Corral Rail has been VOIDED. 01.20-9 and -10ModifiedcellsESTQ1thruESTQ3toreflectrevisionstoChapter 3. 01.22-1 thru -5Renamedthecellsandstandardsindescriptiontomatchearlier revision to the standards.01.22-1Replaced BC1L with BC12L and BC1R with BC12R in cell name and BR27C-1 and -2 with BR27C-12 in description. 01.22-2Replaced BC6L with BC13L, BC6R with BC13R and BC8L with BC14Lincellname.ReplacedBR27C-6and-7withBR27C-13 and BR27C-8 and -9 with BR27C-14 in description. 01.22-3ReplacedBC8RwithBC14R,BC10LwithBC15LandBC10R with BC15R in cell name. Replaced BR27C-8 and -9 with BR27C-14 and BR27C-10 and -11 with BR27C-15 in description. 01.22-4ReplacedBD1LwithBD8L,BD1RwithBD8RandBD4Lwith BD9L in cell name. Replaced BR27D-1 and -2 with BR27D-8 and BR27D-4 and -5 with BR27C-9 in description. 01.22-5ReplacedBD4RwithBD9R,BD6LwithBD10LandBD6Rwith BD10Rincellname.ReplacedBR27D-4and-5withBR27D-9 and BR27D-6 and -7 with BR27C-10 in description. 01.22-11DeletedcellsKCCL3,KCCR3,KCL3andKCR3as27tall Kansas Corral Rail has been VOIDED. CHAPTER 2: File NumberDescription of change(s) 02. TOC-1Revised date of sheet. 02.02-5AddedSupplementalSpecificationsinfirstparagraphand additional guidance to items S223A, S403B, S403C and S403D.02.02-6RevisedissuedateforitemsSSMCOM,SS217andSU404. Added items SS223 and SS406 and added EPS to description of item SU421. 02.03-5Revised the fourth note to designate corrosion resistant reinforcing as Class in notes to designer.Inserted new note for CRR steel for projectsadvertisedafterFeb.2013.ReplacedSpecialProvision with Supplemental Specification. 02.03-6 and -7Moved note from previous page. Page 3 July 9, 2012 REVISIONS (continued): CHAPTER 3: File NumberDescription of change(s) 03.TOC-1 and -2Revised date of applicable sheets. 03.01-1 thru -4Added note to bottom of Estimated Quantities-Superstructure Only table to indicate that quantity for grooving includes approach slabs. ReplaceLowCarbon/ChromiumwithClassIandSolid Stainless with Class III in Estimated Quantities Table. 03.06-1Deleted item Corrosion Resistant Reinforcing Steel and item code 61704. Added items Corrosion Resistant Reinforcing Steel, Class I (item code 61711), Class II (item code 61712) and Class III (item code 61713).03.06-7Deleteditemcodes62030and62031as27KansasCorralRail has been VOIDED. 03.06-1 thru -8Moved contents to next page. 03.07-1Deleted item Corrosion Resistant Reinforcing Steel and item code 65204. Added items Corrosion Resistant Reinforcing Steel, Class I (item code 65211), Class II (item code 65212) and Class III (item code 65213). 03.07-4Deleteditemcodes65820and65821as27KansasCorralRail has been VOIDED. 03.07-1 thru -4Moved contents to next page. 03.09-1Deleted item Corrosion Resistant Reinforcing Steel and item code 68104. 03.09-2AddeditemsCorrosionResistantReinforcingSteel,ClassI(item code68091),ClassII(itemcode68092)andClassIII(itemcode 68093). 03.09-3Deleteditemcodes68020and68021as27KansasCorralRail has been VOIDED. 03.09-1 thru -4Moved contents to next page.03.10-1Deleted item Corrosion Resistant Reinforcing Steel and item code 69104. Added items Corrosion Resistant Reinforcing Steel, Class I (item code 69091), Class II (item code 69092) and Class III (item code69093).DeleteditemCorrosionResistantReinforcingSteel and item code 69104.03.10-4Deleteditemcodes69020and69021as27KansasCorralRail has been VOIDED. 03.10-1 thru -3Moved contents to next page. Page 4 July 9, 2012 REVISIONS (continued): CHAPTER 6: 06. TOC-1 and -2Revised date of applicable sheets. 06.00Updated list of major changes. 06.01-1Clarified note on implementation of changes.Added note on 1 : 1 slopes to require approval of District Materials Engineer. 06.01-3Addednoteonretainingwalladjacenttoroadway.Updated reference.Moved part of L to next page. 06.01-4AddednoteOonRRR.Updatednotereferences.Updated languageonDesignWaivers/Exceptions.Movedlanguageon two-way traffic to appropriate classifications. 06.02-1 and -2Added note on vertical clearance design exception. 06.02-3Added note on vertical clearance design exception.Added note F bridges carrying two-way traffic. 06.02-4Added minimum shoulder requirements for 4 foot paved shoulders.Added note on vertical clearance design exception/waiver. 06.02-5Minimum bridge width for RRR increased to allow for attachment ofguardrail.Addednoteonverticalclearancedesign exception/waiver. 06.02-6Added note on vertical clearance design exception. 06.02-7Updated references. 06.02-8Added note on vertical clearance design exception/waiver.Added note F bridges carrying two-way traffic. 06.02-9Added minimum shoulder requirements for 4 foot paved shoulders.Updated references. 06.02-10Added note on vertical clearance design exception/waiver. 06.02-11Updated references. 06.02-12Added note on vertical clearance design exception/waiver. 06.02-13Added note on vertical clearance design exception.Increased right shoulderto10feettomatchrevisiontoVDOTRoadDesign Manual. 06.02-15Minimumbridgewidthincreasedby2feetforbridgeswithADT under 750.Updated reference. 06.02-16Corrected spelling note H. 06.04Entiresectionrevisedtomoveaccessibilityrequirementsfor pedestrianand/orbicyclefacilitiestofrontofsection.The followingitemsareadded/updated:Trailaddedtotypesof pedestrianand/orbicyclefacilitiesandadditionaltermsdefined, barrierrequirementsupdatedforsignedsharedroadway,grade requirementsupdated,constructiontoleranceandhandrailon timberrailing requirements added, and note on vertical clearances design exception. 06.07-1Updated references. Page 5 July 9, 2012 REVISIONS (continued): File NumberDescription of change(s) CHAPTER 6: (Contd) 06.07-2Updatedreferences.NotesAandBupdatedtoreflectapproval authorityforeliminationofapproachslabstobeDistrictBridge Engineer.Deleted Note C. 06.07-3Updated references.Added Note I approach slabs to be grooved. 06.07-4Updatedreferences.AddedlanguagetoNoteJonpaymentfor grooving.Added Note L. CHAPTER 15: File NumberDescription of change(s) 15. TOC-1Revised date of sheet. 15.01-3Revised fracture critical note for steel integral caps. CHAPTER 22: File NumberDescription of change(s) 22. TOC-1 and -3Revised date of applicable sheets. 22.06-1Deleted Details from reference to Chapter 17. 22.07-1Revised the chapter reference to refer to Chapter 17: Abutments. CHAPTER 25: File NumberDescription of change(s) 25. TOC-1Revised date of sheet. 25.00RevisedthesecondparagraphtorefertoNotePonFileNos. 06.01-4 and -5. 25.01-1 thru -3Deleted and renamed standards to match earlier revision. 25.01-1and -2Deleted 27 Kansas Corral Rails (BCR-series) and revised BR27C seriesandBR27DseriesrailstoagreewithManualofthe Structure and Bridge Division, Volume V-Part 3. 25.01-3Updated and revised usage of standards. 25.01-4Deleted Railings, BCR-1 and BCR-2. Page 6 July 9, 2012 REVISIONS (continued): File NumberDescription of change(s) CHAPTER 25: (Contd) 25.01-5Added BIR-4 and BIR-5 under Illinois Railing. 25.01-6Added BPB-3C and BPB-3D under Concrete Parapet. 25.01-7Replaced BR27C-1 and -2 with BR27C-12, BR27C-6 and -7 with BR27C-13, BR27C-8 and -9 with BR27C-14 and BR27C-10 and -11 with BR27C-15. 25.01-8ReplacedBR27D-1and-2withBR27D-8,BR27D-4and-5with BR27D-9, and BR27D-6 and -7 with BR27D-10. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER May 24, 2012 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: File NumberDescription of change(s) None NEW ISSUES: File NumberDescription of change(s) None Page 2 May 24, 2012 REVISIONS: File NumberDescription of change(s) TABLE OF CONTENTS: TOC-IAdded includes jointless philosophy to title of Chapter 17. CHAPTER 6: 06.TOC-1 Revised date of applicable sheets. 06.01-2Addedanotetoprovideminimumverticalclearanceof18-6 under straddle bents, integral straddle bents and integral pier caps. 06.01-3 thru 5 Moved contents to next page. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER February 6, 2012 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: File NumberDescription of change(s) Chapter 20Contents combined with Chapter 17, Abutment Details. NEW ISSUES: File NumberDescription of change(s) Chapter 17Chapter expanded and combined with former Chapter 20. Chapter 32New chapter (Maintenance and Repair) issued. Page 2 February 6, 2012 REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01.TOC-1, -5 thru -7Revised date of applicable sheets. 01.20-3Renamed cell CHRA to HRA1 and added cell HRA2. Moved cell HRA1 and added cell HRA2 to File No. 01.20-12. 01.20-12Moved cells from File No. 01.20-3. 01.20-13 and -14Moved portion of contents to next page.01.20-19 and -20ReplacedcellsSBFL1thruSBFL3withSBC1thruSBC3forcut sectionsandSBF1thruSBF3forfillsections.Addedstructural excavation limits for abutments in cut and fill sections. CHAPTER 3: 03.TOC-1Revised date of sheet. 03.01-2AddedreferencetonewNote19underEstimatedQuantities Superstructure Only. 03.01-3 and -4AddedreferencetonewNote19underEstimatedQuantities SuperstructureOnly.DeletedthenotereferringtoLumpSum including the weight of Grade 36 steel. 03.01-6Added Note 19 to clarify that structural steel is always a lump sum bid item. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER November 4, 2011 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: File NumberDescription of change(s) 20.06-9Moved and expanded details to file no. 20.11-1 thru -10. NEW ISSUES: File NumberDescription of change(s) 20.TOC-7 and -8AddedblanksheetandnewsheetwithsectionforVirginia alternate backwall. 20.11-1 thru -10Added new section; Virginia alternate backwall sample plans. Page 2 November 4, 2011 REVISIONS: File NumberDescription of change(s) CHAPTER 20: 20.TOC-1 thru -6Revised date of applicable sheets. 20.01-1Addedasectiononabutmenttypeselectioncriteria,omittedthe sectionondesignwaiversandrevisedthesectiononselection hierarchy. 20.01-2Moved items from previous page. 20.01-5AddedtheVirginiaalternatebackwalloptiontotheselection algorithm.Revisedthealgorithmtoallowtheconventional abutmentswithjointsuseonlywiththeapprovaloftheState Structure and Bridge Engineer. 20.6-10 thru -12Movedcontentto20.6-9thru20.6-11.20.6-12intentionallyleft blank. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER October 12, 2011 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: File NumberDescription of change(s) None NEW ISSUES: File NumberDescription of change(s) None Page 2 October 12, 2011 REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01.TOC-1 and -6Revised date of applicable sheets. 01.20-19 and -20RevisedcellsSBFL1thruSBFL3toshow21Aand21Bmaterial as alternate to select backfill. CHAPTER 2: 02.TOC-1 and -2Revised date of applicable sheets. 02.03-4Addednotetorequirethespacingandheightofstudshear connectors be shown on the shop plans. 02.03-5Moved note from previous page. 02.04-11AddedclarificationtoguidelinesforTier1projectswithroad plans. CHAPTER 25: 25.TOC-1Revised dates of applicable sheets. 25.03-3Omittedthereferencetoweldedwirefabricandreplacedepoxy coated steel with corrosion resistant reinforcing in notes. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER July 1, 2011 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: File NumberDescription of change(s) CHAPTER 10: 10.02-1 thru -24Deleted Deck Slab Design ASD section. All projects are to be designed using LRFD effective July 1, 2011 PAC date. NEW ISSUES: File NumberDescription of change(s) CHAPTER 1: 01.20-15Inserted new page.Added new cell PDD4 for Tier 1 projects. Moved cells PDD3 and PE from 01.20-14. 01.20-26Added blank sheet CHAPTER 2: 02.04-6AddednewsheetshowingL&DTitleSheetSignatureBlockfor Tier 1. 02.04-11Added new sheet for Tier 1 project title sheets. 02.04-14Added blank sheet. Page 2 July 1, 2011 REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01.TOC-1, -5 and -6Revised date of applicable sheets. 01.16-2UpdatedlanguageforTier1projectimplementation.Corrected column for Advertisement. 01.20-1 thru -13Updated date and number of sheets. 01.20-14Moved cells PDD3 and PE to 01.20-15. 01.20-16 thru -25Moved cells currently shown on 01.20-15 thru -24 to next page. CHAPTER 2 02.TOC-1 and -2Revised dates of applicable sheets. 02.02-5 AddeditemsS404GandS404H.MoveditemSSMCONtonext sheet. 02.02-6ReviseddateonitemSS217to04-12-2010anditemsSS405and SS407to12-20-2010.AddeditemsSS401,SS404,SS408and SU404. Added definition for SU .02.03-3AddedNewNoteonWorkAreaProtectionManual,June2011 effective January 1, 2012.Moved last note to next page. 02.03-4Moved last note to next page. 02.03-5AddedlanguagetoCRRnotetoconformtolanguageshownin current I&IM 81. 02.04-1Updated reference from MDL palette to MDL task bar. 02.04-2 and -3Revised date of sheet and total number of sheets. 02.04-4AddedinstructionsforsignaturesforTier1projectsandaddedForTier2toexistinginstruction.Movedpartofinstructions from Number 9 and 10 to next page. 02.04-5UpdatebridgeonlyinstructionsforTier1andTier2.Updated reference from MDL palette to MDL task bar. 02.04-7Contentmovedfrom02.04-5.UpdatedtoshowL&DTitleSheet Signature Block for Tier 2. 02.04-8Content moved from 02.04-6.Added For Tier 2 to instructions. 02.04-9Content moved from 02.04-7.Added For Tier 2 to instructions.Deleted note on road plans. 02.04-10Content moved from 02.04-8.Added For Tier 2 to instructions. Deleted note on road plans. 02.04-12 and -13Contentmovedfrom02.04-9and-10.Reviseddateofsheetand total number of sheets. Page 3 July 1, 2011 CHAPTER 5 05.TOCRevised dates of applicable sheet. 05.01Added note on drainage considerations. CHAPTER 7 07.TOCRevised dates of applicable sheets. 07.101-1CorrectedFileNo.reference.Deletednoteonepoxycoated rebars. CHAPTER 10 10.TOC-1 and -2Reviseddatesofapplicablesheets.DeletedDeckSlabDesign ASD Section from table of contents. 10.01-1Added Note E clarifying the use of hooks for deck reinforcement. CHAPTER 15 15.TOC-1Revised dates of applicable sheet. 15.01-1Added note on drainage. CHAPTER 22 22.TOC-1 and -2Revised dates of applicable sheet. 22.04-2Revised 1st sentence. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER January 31, 2011 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details VOIDED: None NEW ISSUES: File NumberDescription of change(s) None REVISIONS: File NumberDescription of change(s) CHAPTER 2 02.TOC-1Revised date of applicable sheets. 02.03-1Updated total number of sheets 02.03-2GENERALNOTESisrevisedtoreflectLRFDeditionforuseon projects with a PAC meeting date after July 1, 2011. 02.03-3 thru -8Moved Notes from previous sheets to provide room for new notes and future notes. Page 2 January 31, 2011 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER January 11, 2011 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details REVISIONS: File NumberDescription of change(s) CHAPTER 15: 15.TOC-1 and -2Revised date of applicable sheets. 15.04-2Revised first paragraph of Temperature and Shrinkage Forces to agree with current IIM-S&B-80. 15.04-4,-5 and -6Capitalizedvariableformaximumelatomericshearingresistance andupdatedrangeperAASHTOLRFDspecifications.Revised temp formula and related calculations/results. 15.04-8Capitalizedvariableformaximumelatomericshearingresistance andupdatedrangeperAASHTOLRFDspecifications.Revised HSS for Pier 2 in table. 15.04-10,-11 and -12Capitalizedvariableformaximumelatomericshearingresistance andupdatedrangeperAASHTOLRFDspecifications.Revised tempformulaandrelatedcalculations/results.RevisedHSSfor Bents 8 and 9 in Scoured table. Page 2 January 11, 2011 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER December 17, 2010 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: None NEW ISSUES: File NumberDescription of change(s) Chapter 15New chapter (Pier Details) issued. REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01.TOC-1 and -6Revised date of applicable sheets. 01.20-14RevisedChiefFinancialOfficertoChiefofPlanningand Programming in cell PDD. Page 2 December 17, 2010 REVISIONS (continued): File NumberDescription of change(s) CHAPTER 2 02.TOC-1 and -2Revised dates of applicable sheets. 02.04-5,-6 and -8RevisedChiefFinancialOfficertoChiefofPlanningand Programming in the recommended for approval signature block. CHAPTER 17 17.TOCRevised dates of applicable sheets. 17.103-1Revisedfromcrusher-runaggregateto#57coarseaggregate intheabutmentdrainagedetails.Removedthethirdnoteto designer and renumbered the remaining notes. CHAPTER 20 20.TOC-1 thru -7Revised dates of applicable sheets. 20.01-5Revised references for abutment design. 20.02-1 thru -50Added new section for LRFD design of full integral abutments. 20.03-1 thru -38Added new section for LRFD design of semi-integral abutments. 20.04-1 thru -41Added new section for LRFD design of deck slab extensions. 20.08-1 thru -28Movedcontentsofoldsection20.02forASDdesignoffull integral abutments to this location. 20.09-1 thru -20Movedcontentsofoldsection20.03forASDdesignofsemi-integral abutments to this location. 20.10-1 thru 31Moved contents of old section 20.04 for ASD design of deck slab extensions to this location. Page 3 December 17, 2010 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 GREGORY A. WHIRLEY COMMISSIONER October 14, 2010 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details VOIDED: None NEW ISSUES: File NumberDescription of change(s) CHAPTER 17: 17.103-1 and 17.103-2AddedFileNo.22.100-1and22.100-2thatwererecentlyvoided from the Drainage Chapter REVISIONS: File NumberDescription of change(s) CHAPTER 17: 17.TOC Revised date of applicable sheets. Page 2 October 14, 2010 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2. /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 GREGORY A. WHIRLEY COMMISSIONER October 8, 2010 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details The revisions for Chapter 1 reflect updated screen shots and modification to the pending release of MicroStation V8i.The training and release of this software is currently planned to be rolled outstartinginNovemberthroughearlynextyear.Ifneeded,theholdermaywanttokeepthe older version of the chapter.For the consultant community, the update to MicroStation V8i was done earlier this year. VOIDED: File NumberDescription of change(s) CHAPTER 1: 01.03-2Sheet Deleted 01.16-6Sheet Deleted NEW ISSUES: File NumberDescription of change(s) CHAPTER 1: 01.TOC-7Added page to Table of Contents 01.12-1 thru -5Added new section on Falcon folder set-up 01.15-12Added instructions on shop drawings for As-Built plans Page 2 October 8, 2010 NEW ISSUES: (contd) File NumberDescription of change(s) Chapter 22New Chapter Issued. REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01.TOC-1 thru -6Revised date of applicable sheets. 01.01-1 thru -10AddedinstructionsonstartingMicroStationandsystemsettings.UpdatedscreenshotstoV8i.Updatedseedfileto BRSEED_V8i.dgn.AddedinstructionsonCADDNo.generation andplacement.Updatedsamplelowerleftscreenshottoinclude new location of CADD number for all sheets.01.02-3Updated pen table to be used for half size sheets. 01.03-1Updated screenshots to V8i.Updated reference from MDL palette toMDLtaskbar.RemovedinstructionsonstartingTUCsince MDLpalateisnowpartoftheMicroStationinterface.Deleted voided MDLs bgeo and btbl. 01.04-2Updated screenshots to V8i. 01.05-1Updated screenshots to V8i.Added new plot line style. 01.05-2UpdatedreferencefromMDLpalettetoMDLtaskbar.Added newlinesymbologyforplotline.MovedConstructionLineto level63fromlevel25.Addednotethatlevel63andlevel0are non-plotable levels.Moved sample lines to File No. 01.05-3. 01.05-3Content moved from bottom of File No. 01.05-2. 01.05-4ContentmovedfromFileNo.01.05-3.Updatedreferencefrom MDL palette to MDL task bar. 01.05-5 and -6Content moved from File No. 01.05-4 and -5.Updated screenshots to V8i.Updated reference from MDL palette to MDL task bar. 01.05-7 thru -10Content moved from File No. 01.05-6 thru -9. 01.06-1Updated screenshots to V8i.Updated reference from MDL palette to MDL task bar. 01.06-2 and -3Updated screenshots to V8i. Page 3 October 8, 2010 REVISIONS: File NumberDescription of change(s) CHAPTER 1: (contd) 01.07-1Updated screenshots to V8i.Updated reference from MDL palette to MDL task bar.Moved note 6 and patterning symbology to File No. 01.07-2. 01.07-2Added hatch to patterning symbology table.Moved content to File No. 01.07-3. 01.07-3Updated alternate patterning method for the new VBA macros for V8i. 01.07-4 thru -7Moved content from previous sheets. 01.08-1Deletedphrase:Thedefaultarrowheadprovidedwith MicroStationisthearrowheadusedonplans.Thearrowhead used on plans is TARROW. 01.08-7 and -8Drafting Update. 01.09-1Updated screenshots to V8i. 01.09-3Updated name of cell library in last sentence. 01.11-2Drafting update. 01.11-3Updated screenshots to V8i.Updated reference from MDL palate to MDL task bar. 01.13-1Updated seed file and screenshot to V8i. 01.13-2Updated screenshot to V8i. 01.13-3UpdatedcolortabletoVDOTCOLOR.TBLwhichisthesameas BRCOLORV8.TBL and has been adopted by the Department. 01.13-4UpdateNumber8toallowreferencefilesforboringlogsheets.Update screenshots to V8i. 01.13-5 and -6Update screenshots to V8i. 01.13-7UpdatescreenshotstoV8i.Deletedcoordinatereadoutsinceitis no longer included in MicroStation. 01.13-8Updated screenshots to V8i. 01.14-2UpdatescreenshotstoV8i.UpdatedreferencefromMDLpalette to MDL task bar.Revision 10 has been renamed to AB. 01.14-3UpdatereferencetorevlMDLprogram.Updatedscreenshotsto V8i. 01.14-4Update No. 4 to reflect new placement of CADD file number. 01.14-7Update color table to VDOTCOLOR.TBL.Update screenshots to V8i. Page 4 October 8, 2010 REVISIONS: File NumberDescription of change(s) CHAPTER 1: (contd) 01.14-10Movednumber10tonumber12andaddedinstructionthatAs-built Plans are not to be sealed and signed. Added number 10 to provideareferencetoinstructionsonhowtosubmitrevisions.Added number 11 on the process for older revisions. 01.15-2UpdatedinstructionsonAs-Builtssinceplansarenolongerbeing microfilmed and 8 1/2 x 11 sheets no longer need to be combined. 01.15-3UpdatescreenshotstoV8i.UpdatedreferencefromMDLpalette to MDL task bar. 01.16-2Updated reference to when plans should be sealed and signed. 01.16-3 thru -5Updated for new border. 01.16-6Deletedoldcontentsincenolongerapplicable.Movedcontent from 01.16-7 to 01.16-6. 01.19Updated employee who should receive submission on new cells. Chapter 12: 12.TOC-1, 2, and -6Revised date of applicable sheets. 12.01-3Revised fpu to fpy in equation for fpj. 12.03-3Added 21/4 dimension to strand layout drawing. 12.04-3Revised top and bottom section modulus for PCB-3 beam. 12.15-3Added 21/4 dimension to strand layout drawing. 12.16-3Revised top and bottom section modulus for PCB-3 beam. Page 5 October 8, 2010 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2. /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley COMMISSIONER August 27, 2010 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details VOIDED: File NumberDescription of change(s) 05.00Page deleted. NEW ISSUES: File NumberDescription of change(s) CHAPTER 5: 05.TOCGeometryChaptermovedtoChapter16.NewChapteron Aesthetics issued. 05.01Basic Aesthetic Criteria issued for bridge design. REVISIONS: File NumberDescription of change(s) CHAPTER 0: TOC-iChapter 5 renamed to Aesthetics.Old Chapter 5 Geometry moved to Chapter 16.The content for the old chapter 16 Pile Bents will be included in Chapter 15 Pier Details in a future revision. CHAPTER 16: 16.TOCRenamedFileNo.05.TOCtoFileNo.16.TOC,changedchapter call-out, and revised dates of all sheets. 16.01Renamed File No. 05.100 to File No. 16.01. 16.02-1Renamed File No. 05.101-1 to File No. 16.02-1. 16.02-2Renamed File No. 05.101-2 to File No. 16.02-2. 16.02-3Renamed File No. 05.101-3 to File No. 16.02-3. 16.02-4Renamed File No. 05.101-4 to File No. 16.02-4. 16.02-5Renamed File No. 05.101-5 to File No. 16.02-5. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley Acting COMMISSIONER June 14, 2010 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids - Typical Details Note: The Department is in the process of transitioning from MicroStation V8 to MicroStation V8i.The implementation date for the Department at this time is scheduled for late 2010. With this release, we are unable to update the pen tables for all of the modifications to the borders. We are currently working on resolving these issues and will release updates as they are available.Please direct any issues with the MDLs to Karl Larson at KarlW.Larson@VDOT.Virginia.gov . Major changes in this revision include the following: Chapters 1, 2, 3 and 4 1.Theborder has beenrevised to reflect a plot size of 35 x 23 for full-sizedrawings foruniformitywithother divisionsintheDepartment.A cell hasbeen usedto establish the plot boundary to help with the implementation ofbatch plotting in the future.For interior sheets, the upper-right corner has been revised to agree with the new title sheet border.2.The language for sealing and signing the boring logs has been modified to be consistent with the current Material Divisions I&IM.3.The cell library for bdetails1.cel and btrans1.cel has been updated.4.The pay item for Railing, BR27C, 2 rails has been deleted. Page 2 June 14, 2010 Major changes: (contd) Chapter 6: 1.Added implementation information for geometric revisions. 2.ShoulderwidthsforUrbanMinorArterial,UrbanCollectorStreetandUrbanLocal Street Systems revised and based on ADT instead of design speed. 3.Additionaldetailsandnotesprovidedforbarrierseparatedpedestrianand/orbicycle facilities for standard termination details including effect on approach slabs. 4.Whereverticalgeometryprovidesacontinuousclearlineofsiteoverthetopof parapet/railtotheobject,parapet/railisnotconsideredasightobstructionwhen computing stopping sight distance. 5.Criteriaforclearzonedistancesforroadwayswithcurbsplitintohighspeedand/or bicycle/pedestrian facilities and low speed. 6.Designatedminimumshoulderwidthforsignedsharedroadwaywhere4-footpaved shoulders are provided on roadway approaches. 7.Fencing no longer included as contributing to 54 rail height for new or rehabilitated structures. 8.Transversedeckreinforcementanddetailsrelatedtothecross-slopebreakprovided for superelevated shared use paths. Chapter 12: 1.Instructions for the use of corrosion resistant reinforcing steel added. 2.Addedsection12.05establishingpracticesandrequirementsregardingtheLRFD design and detailing of prestressed concrete voided slabs. 3.Revisedsection12.08establishingpracticesandrequirementsregardingtheLRFD design and detailing of prestressed concrete box beams. Chapter 20: 1.Added instructions for the use of Alternate Backwall Detail. 2.All 11 x 17 plan sheets have been updated for new border and copyright date. Chapter 25: 1.Deleted BR27C-4 and BR27C-5 rails and the pedestrian use for the BR27D-1 andBR27D-2 rails. Chapter 26: 1.AddedinstructionsforincorporatingtheboringlogsheetprovidedbyMaterials Division into the plan assembly.2.AsofJuly2010,afencediagramshallbeincludedwiththeboringlogsforall projects. Page 3 June 14, 2010 Major changes: (contd) Chapter 30: 1.Corrected the AASHTO reference pertaining to the fencing guidelines. VOIDED: File NumberDescription of change(s) CHAPTER 1: 01.20Deleted cell PDD1. 01.22-1Deleted cells BC4L and BC4R. 01.22-6Deleted cells BMRL and BMRR. CHAPTER 12: 12.05-1Sheet replaced with new section 12.05. NEW ISSUES: File NumberDescription of change(s) CHAPTER 1: 01.20Addedcells:AADF,AASF,BORD,GSHT,HALF,PDBand PDD3. CHAPTER 3: 03.01-4Added sample quantity sheet showing General Notes continued on sheet 2. 03.01-6Added Note 18. CHAPTER 12: 12.05-1 thru -3Added general information for use of voided slabs. 12.05-4 and -5Added section properties for voided slabs. 12.05-6 thru -10Added preliminary design tables. 12.05-11Added longitudinal shear key details. CHAPTER 26: 26.00Added introduction to chapter. 26.01AddedinformationonGINTsoftwareusedforcreationofboring logs. Page 4 June 14, 2010 NEW ISSUES (contd): File NumberDescription of change(s) 26.02-1 thru -6Added instructions for conversion of a boring log sheet. 26.03-1 thru -2Added sample boring log sheets. REVISIONS: File NumberDescription of change(s) CHAPTER 1: 01.TOC-1 thru -6Revised date of applicable sheets. 01.00-1RevisedDetailingandDraftingCommitteemembershiptoreflect retirements. 01.02-1UpdatedplansheetsizeandPDFsizetoreflecta35x23PDF placed on a 36 x 24 plan sheet. 01.02-2Updated to reflect new plan sheet sizes and format. 01.02-3Updated to reflect new plot border for full and half size sheets. 01.16-1Update Geology Sheet reference since it will no longer be signed. 01.20Modifiedcells:CJ,CJCP,CJSTL,ESTQ1,ESTQ2.ESTQ3, FSHT, GNNTE, INDEX and SHT.Based on the inclusion of new cells,3pageshavebeenaddedtosectionandexistingcellshave been moved accordingly. 01.22-1 thru -18Number of sheets decreased. CHAPTER 2: 02.TOC-1 and -2Revised dates of applicable sheets. 02.00Updated reference from MDL palette to MDL task bar. 02.01-1 thru -6Updated location of CADD number. 02.02-2UpdatedreferencefromMDLpalettetoMDLtaskbar.Update note on bsht. 02.02-5Added Reissued July 2008 to items S403B, S403C, and S403D.02.02-6ReviseddateonitemSS217to03-19-2010.AddeditemsSS214, SS407, SS414 and SU421. 02.02-7Added item S217B. 02.03-2AddedAASHTOGuideSpecifications to the GENERAL NOTES to be used if applicable. 02.03-3 thru -7Moved content from previous sheets based on the inclusion of new notes. 02.03-3Revised note for use of prestressed deck panels to discontinue use after June 1, 2010. 02.03-5Deletednotefortreatmentofepoxycoatedorgalvanized reinforcing steel.02.05-1UpdatedlocationofCADDnumber.Updatedreferencefrom MDL palette to MDL task bar. Page 5 June 14, 2010 REVISIONS (contd) File NumberDescription of change(s) CHAPTER 3: 03.TOC-1and -2Revised dates of applicable sheets. 03.00Updated reference from MDL palette to MDL task bar. 03.01-1 thru -3Updatedsheettoreflectnewborder.Quantitytablerevisedto reflect current cells. 03.01-5 thru -7Movedcontentfromprevioussheets.RevisedNote6toreplace EpoxyCoatedReinforcingSteelwithCorrosionResistant Reinforcing Steel.Added note 18. 03.02Updatedupper-rightcornertonewborder.Updatedreference from MDL palette to MDL task bar. 03.03Updated reference from MDL palette to MDL task bar. 03.06-7Deleted item BR27C, 2 rails 62042 which were voided. 03.07-4Deleted item BR27C, 2 rails 65825 which were voided. 03.09-3Deleted item BR27C, 2 rails 68025 which were voided. 03.10-3Deleted item BR27C, 2 rails 69079 which were voided. Chapter 4: 04.TOC-1Revised dates of applicable sheets. 04.00Updated reference from MDL palette to MDL task bar. 04.01Updatedupper-rightcornertonewborder.Updatedreference from MDL palette to MDL task bar. 04.02-1Updated reference from MDL palette to MDL task bar. 04.03-1UpdatedscreenshottoV8i.Updatedupper-rightcornertonew border. 04.03-2Added new instruction on construction lines.Updated upper-right corner to new border. 04.04-1Updatedtonewborder.UpdatedreferencefromMDLpaletteto MDL task bar. CHAPTER 6: 06.TOC-1 thru -2Revised date of applicable sheets and added new sheets. 06.00Updated list of major changes (added number 12 and 13). 06.01-1Added Implementation.Added sketch to Note A.Revised Note B.Added second paragraph to Note D and moved to next sheet. 06.01-2ReviseddrawinginNoteEtocalloutedgeoftrafficlaneand depict paved shoulders and added Sub-Note 4.Added sentence to firstparagraphofNoteG.MovedNoteItonextsheet.Updated File No. references in Notes F, G and H. 06.01-3FixedgrammarinNoteJ.RevisedNoteK.Addedsentenceto Note L.Moved Note O to next sheet. Page 6 June 14, 2010 REVISIONS (contd) File NumberDescription of change(s) Chapter 6: 06.01-4Updated Note O header.Added second sentence to first paragraph. AddedclarifyingsentencetoTwo-wayandultimate4-lane divided structures. Moved One-lane bridges to additional sheet and updated reference. 06.02-1 thru -16Number of sheets increased.Updated File No. references. 06.02-1Revised header. 06.02-4Added under to 3 shoulder callout. 06.02-7 thru -12Widths for roadway with shoulder revised from design speed based onADTbasedcriteria.Updatedrailingheight/typeshownwith sidewalk and updated file reference for median.Added Note E and movedpreviousNoteEtoNoteF.Revisedtitleblockforurban local street system.Split urban minor arterial, collector street and local street systems into two sheets each. 06.02-13 thru -16Sheet numbers revised. 06.02-13Revised title block.Revised Note B.Added Note D. 06.02-15RevisedADTcalloutstobeconsistentwithotherroad classifications. 06.02-16Added Note I. 06.03-1 thru -7Updated File No. references and number of sheets. 06.03-1Showed dimension line for SSD distance as perpendicular (radial) to centerline of inside lane. 06.03-2DefinedSSDacronyminfirstparagraphofNoteAandusedin Note D.Added second and third paragraphs to Note A. 06.03-3Additionalsheetrequiredtoprovideguidanceonthirdparagraph addedtoNoteAonFileNo.06.03-2.Remainingsheets renumbered. 06.03-4Addedinformationforvariablerecoverableforeslopes.Added callout to sketch. 06.03-5Added Foreslope Depiction sketch. 06.03-6Added callout to sketch and modified callout. 06.03-7Modifiedcallout.Addedadditionaltypicalsectionforroadways withdesignspeedlessthanorequalto45mphandwithout sidewalk/sharedusepath.RevisedNotesAandB.AddedNotes C, D and E. 06.04-1Revised requirements of signed shared roadway. 06.04-6Added face of curb/rail callout(s) to sketches and asterisk note for curb width. Showed alternate exterior barrier type and added Notes GandHcalloutsreferencingFileNo.06.04-13to>45mph sketch.Revised Notes A and C.Moved Note D to next sheet. 06.04-7AddedNoteDfromprevioussheetandasterisknoteforcurb width. 06.04-9Revised Note B. Added slope callout to Note D sketch. 06.04-12Revised Notes D and F. Page 7 June 14, 2010 REVISIONS (contd) File NumberDescription of change(s) Chapter 6: 06.04-13Revised Note G.Used consistent margins.Added slope callout to Note I sketch.Added last two sentences to Note J. 06.04-14Showed alternate exterior barrier type. 06.04-14 thru -16Revisedtypicalsectionstoshowlinearformforbottomofdeck betweenbeams/girderswithcross-slopebreakandtransverse reinforcing details. 06.05-1 thru -5Updated File No. references. 06.06-3Revised Section A-A to show lowest surrounding grade. 06.06-4Revised order of paragraphs and bolded sections.Revised current seventhparagraphtoindicatelowestsurroundinggrade.Revised current ninth paragraph to require approval for less offset. 06.07-1 thru -4Numberofsheetsincreased.Addedendofslabcallouttoboth existing plan views and dueled second for shared use paths.Added four additional plan views.Revised Notes A and E.Added Notes G, H and I.Previous Notes F, G and H changed to J, K and L. CHAPTER 12: 12.TOC-1 thru -7Revised dates of applicable sheets. 12.00-1 and -2The major changes have been updated to reflect this release. 12.01-2Revisedsectiononnon-prestressedreinforcementtoinclude informationoncorrosionresistantreinforcement.Deletedthe reference to reinforcement requiring galvanization.12.01-11Dimension line broken to insert V in hold down diagram.12.02-4Revised Note 4 to add a comma after point over the beam. 12.02-5Revised Note 3 to delete reference to deck slab extensions. 12.03-1 Revisedsectiononreinforcementtoomitreferencestoepoxy coated and galvanized reinforcement. 12.03-4 and -5Added hot dipped before galvanized. 12.03-6Revisedlastsentencein4thparagraphtoreadNoadjustments weremadetothestrandpatterntoachievethemosteconomical layout. 12.04-1Revisedsectiononreinforcementtoomitreferencestoepoxy coated and galvanized reinforcement. 12.04-6Revisedlastsentencein4thparagraphtoreadNoadjustments weremadetothestrandpatterntoachievethemosteconomical layout. 12.06-1Deleted reference to epoxy coating and added hot dipped before galvanized. Page 8 June 14, 2010 REVISIONS (contd) File NumberDescription of change(s) CHAPTER 12 12.07-1Revised section to discontinue the use of prestressed concrete deck panels. 12.08-1 thru -3RevisedsectionongeneralinformationtoprovidetheS&B Division policy for the use of concrete box beams. Revised section onreinforcementtoomitreferencestoepoxycoated reinforcement.Addedasectionaddressingthespecificationsand type of form material to be used. Added overlay and waterproofing requirements. 12.08-6 Revised longitudinal shear key detail. 12.09-1 and -2Added hot dipped before galvanized. 12.10-1Addedasectionaddressingtheconcretestrength,asectionon reinforcement, and a section on layout of intermediate diaphragms. 12.10-9 and -12Added hot dipped before galvanized. 12.11-1Addeda section addressing the concrete strength and a section on reinforcement. 12.11-2Moved notes from previous sheet. 12.11-5Revised sheet references. 12.11-6Note8revisedtoreplacetheshearcapacityofadowelbarfrom ASD to LRFD. Revised sheet references. 12.11-7 thru -10Revised sheet references. 12.12-3Added note to DETAIL A and Bto specify location of anchorage zone reinforcement. Revised details to show new location. 12.13-2 thru -7Revised sheet border. 12.14-2 thru -7Revised sheet border. 12.14-3RevisedprestressedstrandlayoutinENDVIEWDETAILof Bulb-T. Anchorage zone reinforcement revised to place leg of bar , BS04/BS05-series, on top of the bottom layer of strands. 12.15-1Revisedsectiononreinforcementtoomitreferencestoepoxy coated and galvanized reinforcement. 12.15-4Revisedlastsentencein4thparagraphtoreadNoadjustments weremadetothestrandpatterntoachievethemosteconomical layout. 12.16-1Revisedsectiononreinforcementtoomitreferencestoepoxy coated and galvanized reinforcement. 12.17-1RevisedsectionongeneralinformationtoprovidetheS&B Divisionpolicyfortheuseofprecastconcretevoidedslabs. Revisedsectiononreinforcementtoomitreferencestoepoxy coatedreinforcement.Addedasectionaddressingthe specifications. Revised sheet references. 12.17-2 and -3Addedasectionaddressingthetypeofformmaterialtobeused. Added overlay and waterproofing requirements. Moved notes from previous sheet. Page 9 June 14, 2010 REVISIONS (contd) File NumberDescription of change(s) Chapter 12: 12.17-4 thru -8Revised sheet numbers. 12.17-9Revised longitudinal shear key detail. 12.18-1Deleted reference to epoxy coating and added hot dipped before galvanized. 12.19-1Addeda section addressing the concrete strength and a section on reinforcement.12.19-2Moved notes from previous page. 12.19-4Note8revisedtoreplacetheshearcapacityofadowelbarfrom ASD to LRFD. CHAPTER 20: Note: All 11x17 sheets have been updated for new border and copyright date. 20.TOC-1 thru -4Revised dates of applicable sheets. 20.01-1RevisedparagraphunderSelection hierarchytospecifytheuseof theAlternateBackwallDetailwhenatoothexpansionjointis required at the abutment. 20.01-5RevisednotetospecifytheuseoftheAlternateBackwallDetail when a tooth expansion joint is required at the abutment. Replaced Finger Joint with Tooth Expansion Joint. 20.03-11,-13 and -14Made drafting corrections. 20.06-9RevisednotetospecifytheuseoftheAlternateBackwallDetail when a tooth expansion joint is required at the abutment.Replaced Finger Joint with Tooth Expansion Joint. CHAPTER 25: 25.TOC-1Revised date of applicable sheets. 25.01-1RemovedBR27C-4and-5fromtable.MovedBR27C-6and-7 fromsubsequentsheettothissheet.SwitchedBikes/Pedto Ped/Bikes at each occurrence. 25.01-2MovedBR27C-6and-7toprevioussheet.Removedand PedestriansfromUsecolumnforBR27D-1and-2.Switched Bikes/Ped to Ped/Bikes at each occurrence.Moved BR27D-7 andBTB-1includingtablenotesfromsubsequentsheettothis sheet. 25.01-3MovedBR27D-7andBTB-1includingtablenotestoprevious sheet.RemovedsidewalkapplicationsfromNoteB,Subnotea.Removed previous Subnote b and re-lettered remaining.Removed pedestrian applications from new Subnote e.Revised wording for all remaining Note B subnotes. Page 10 June 14, 2010 REVISIONS (contd) File NumberDescription of change(s) Chapter25: 25.01-7RemovedBR27C-4and-5.MovedBR27C-10andC-11tothis sheet from subsequent sheet.Removed or top of sidewalk from BR27C-1 and C-2 detail. 25.01-8Moved BR27C-10 and -11 to previous sheet.Removed or top of sidewalk from BR27D-1 and D-2 detail. CHAPTER 26: 26.TOC-1Revised date of applicable sheet. CHAPTER 30: 30.TOC-1Revised dates of applicable sheets. 30.01-1Revised reference to read Section 10.5.1- Protective Screening at Overpasses of the AASHTO Roadside Design Guide. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 Gregory A. Whirley Acting COMMISSIONER February 17, 2010 SUBJECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details Major changes in this revision include the following: 1.Title sheet is revised adding DESIGN EXCEPTION(S) (above GENERAL NOTE) and NBIS number.The block with FHWA Region 3 and block in the upper right corner for Special Provisions/Copied Notes has been deleted.A sample sheet for Design-Build Project-Preliminary Plan is added Note: Design Exceptions shall be added to all Title Sheets starting with August 2010 Advertisement. 2.List of Special Provisions and Copied Notes is updated. Instructions added for the designer to contact Scheduling and Contract Division during biddablity phase to verify that all appropriate Special Provision and Copied Notes are in the contract documents. VOIDED: None Page 2 February 17, 2010 NEW ISSUES: File NumberDescription of change(s) 02.01-6Added a sample title sheet for Design-Build Project Preliminary Plan. 02.04-5Added sheet showing sample L&D title sheet signature block. 02.07-1Added a section on DESIGN EXCEPTION(S) that are to be listed on the title sheet above the GENERAL NOTES. REVISIONS: File NumberDescription of change(s) CHAPTER 2 02.TOC-1 and -2Revised date of applicable sheets. 02.00The major changes have been updated to reflect this release. 02.01-1ThesampletitlesheetshavebeenupdatedshowingDESIGN EXCEPTION(S)abovetheGENERALNOTESandupdatingthe upperrightblocktoincludetheNBISnumberandremovingthe block that had been used in the past for Special Provisions/Copied Notes.GENERALNOTESisrevisedtoreflectLRFD.Revised total number of sheets. 02.01-2 thru -5ThesampletitlesheetshavebeenupdatedshowingDESIGN EXCEPTION(S)abovetheGENERALNOTESandupdatingthe upperrightblocktoincludetheNBISnumberandremovingthe block that had been used in the past for Special Provisions/Copied Notes.Revised total number of sheets. 02.01-7Item10updatedtolabelunderground/overheadutilitiesonlyif applicableandisrequiredforpreliminaryplans.Revisedtotal number of sheets. 02.01-8Item 21 is required for preliminary plans. Revised total number of sheets. 02.01-9Revised total number of sheets. 02.01-10Item 51 is required for preliminary plans.Added items 59 thru 63.Item 58 updated.Revised total number of sheets. 02.01-11 and -12Revised total number of sheets. 02.02-1MovedtheFHWA-534data---andtheNoAdditionalRight- of-Way required notes. Added the NBIS Number and omitted the blockintheupperrightcorner.AddedUPPERRIGHT CORNERtofooter.Item1modifiedtoreflectcurrentIIMLD-151. Page 3 February 17, 2010 REVISIONS (contd) File NumberDescription of change(s) CHAPTER 2 (contd) 02.02-2Replaced Note #7 with instructions for showing the NBIS Number. Addedanotetoaddresstheincorporationofthethesechangesto the MDL bsht.Added UPPER RIGHT CORNER to footer.02.02-3 and -4Added UPPER RIGHT CORNER to footer. 02.02-5Omitteddetailofupper-rightcornerofsheet.Movedcontentsof Sheet #6 to Sheet #5. Revised first paragraph to add instructions to designer.Omittedthefollowingspecifications/copiednotes: C109(h), C217 (h), C406.04 and Elastic Inclusion. Revised items; C223(e),C504(c),S107II,S109D,S403B,S403C,andS403DI. Added SSMCON.Added UPPER RIGHT CORNER to footer. 02.02-6Added the following specifications: SS215, SS217, SS226, SS405, SS412 and SS413.Added UPPER RIGHT CORNER to footer. 02.02-7Addedthefollowingcopiednote:C217,C223andC406.Added UPPER RIGHT CORNER to footer. 02.03-1Addedinstructionsinthirdparagraphthatthe+symbolisnow shown next to notes to be shown on preliminary plans for design-buildprojects.Thefirstnotehasbeenupdatedtomatchnoteon L&D title sheet.Added + symbol to applicable notes. 02.03-2Added + symbol to applicable notes. 02.03-4Notes for CRR have been updated to reflect Special Provision that replaced the Copied Notes. 02.03-6Added+symboltoapplicablenotes.Modifiedrequirementson structural approach slabs since September 2008 has passed. 02.04-1 thru -3Revised total number of sheets. 02.04-4Revisedtotalnumberofsheetsandcorrectedspelling.Added reference to next sheet. 02.04-6 thru -10Content from sheets 02.04-5 thru -9 moved to sheets 02.04-6 thru -10.Revised total number of sheets.2.05-1Add Design-Build signature block. Page 4 February 17, 2010 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V PART 2 /original signed/ Julius F. J. Vlgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER December 4, 2009 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details VOI DED: None. NEW I SSUES: File NumberDescription of change(s) CHAPTER 30: 30.TOC-1RevisedsubjectandcontentfromTrafficControlDevicesto Fencing(Pedestrians).30.01-1, 30.02-1 andAdded new chapter on fencing(pedestrian).Updated guidelines on 30.03-1when fencing should be used. Page 2 December 4, 2009 REVI SI ONS: File NumberDescription of change(s) INDEX OF CHAPTERS: TOC-iiNewChapter30Fencing(Pedestrian)insertedintoTableof Contents.Chapters 30 thru 33 renumbered to Chapter 31 thru 34. CHAPTER 2: 02.TOC-1Revised date of applicable sheets. 02.03-1 thru -3Revised total number of sheets. 02.03-4 and -5Updated/AddedGeneralNotesonCorrosionResistance Reinforcement (CRR). 02.03-6 and -7Moved Notes from previous sheet due to inclusion of new notes on CRR.Revised total number of sheets. CHAPTER 3: 03.TOC-1 and -2Revised date of applicable sheets. 03.05-3Added footnotes 19 and 20. 03.06-1ModifiedbiditemCorrosionResistantReinforcingSteelto makereferencetofootnote19.Addedfollowingbiditems:Corrosion Resistant Reinforcing Steel, Low Carbon/Chromium, CorrosionResistantReinforcingSteel,StainlessClad, Corrosion Resistant Reinforcing Steel, Solid Stainless. 03.06-2 thru -4Moved bid items from previous sheets. 03.07-1ModifiedbiditemCorrosionResistantReinforcingSteelto makereferencetofootnote20.Addedfollowingbiditems:Corrosion Resistant Reinforcing Steel, Low Carbon/Chromium, CorrosionResistantReinforcingSteel,StainlessClad, Corrosion Resistant Reinforcing Steel, Solid Stainless. 03.07-2 thru -5Moved bid items from previous sheets. 03.09-1ModifiedbiditemCorrosionResistantReinforcingSteelto makereferencetofootnote19.Addedfollowingbiditems:Corrosion Resistant Reinforcing Steel, Low Carbon/Chromium, CorrosionResistantReinforcingSteel,StainlessClad, Corrosion Resistant Reinforcing Steel, Solid Stainless. 03.09-2 thru -4Moved bid items from previous sheets. 03.10-1ModifiedbiditemCorrosionResistantReinforcingSteelto makereferencetofootnote19.Addedfollowingbiditems:Corrosion Resistant Reinforcing Steel, Low Carbon/Chromium, CorrosionResistantReinforcingSteel,StainlessClad, Corrosion Resistant Reinforcing Steel, Solid Stainless. 03.10-2 thru -4Moved bid items from previous sheets. Page 3 December 4, 2009 REVI SI ONS: File NumberDescription of change(s) CHAPTER 6: 06.TOC-1 and -2Revised date of applicable sheets. 06.01-3 thru -4InsertedNoteNmakingreferencetonewFencing(Pedestrian) Chapter 30.Current Note N renamed Note O. 06.04-6In Note A, the minimum width of sidewalk is revised from 5-0 to 5-6 and from 5-0 to 7-0 for barrier separated sidewalk. CHAPTER 20: TOC-1 thru -4Revised dates of applicable sheets. 20.01-1ChangedthefirstsentenceunderSelectionHierarchytoremove the word preferred and replace with Bridge selection shall be in the following order. 20.01-2Changed the symbol for the support at the abutment to differentiate between a Full Integral and a Full Integral and a Semi Integral . 20.01-5Changedreinforcingsteelindeckextensionviewforclarity.Modified note on scour for Full Integral. 20.02-1Revised maximum span length for single span full integral bridge from 180 ft. to 160 ft. 20.02-3Added value h in equation for Pf. 20.02-8Changed drawing to show all trucks occupying 12 foot lanes. 20.02-9Revised value Pf in equation for Rf and Fp. 20.02-12Revised value Pf in equation for Rf, Moh, Mintp, Mintn, Vftg and replacedmultiplicationfactor.01with0.1inequationfor Mintn. 20.02-21 and -22Drawing revised to show the file identification box in the lower right corner of the sheet. 20.02-25ExtendedtheConstructionJ ointtotheendofslabinElevation View.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.02-26ChangedNote5toreplacestructuralsteelwithprestressed concrete beams.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-11Changed stainless steel type to 316 in Section B-B. Replaced 1 in. with 1 in. min. in Detail G. Moved location of Section A-A for clarity.Drawing revised to show the file identification box in the lower right corner of the sheet. Page 4 December 4, 2009 REVI SI ONS: File NumberDescription of change(s) CHAPTER 20: (contd) 20.03-12 and -13Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-14DeletedtheD-DSECTIONmarks.LabeledConstructionJ oint. Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-15Changed stainless steel type to 316 in SECTION B-B. Replaced 1 in. with 1 in. min. in Detail G. Moved location of SECTIONA-A for clarity.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-16Reinforcing steel bars AW0402 and AW0503 switched from NF to FF in SECTION E-E and SECTION F-F. Direction of SECTION F-F switched.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-17Labeled Expanded Rubber J oint Sealer in Elevation. Labeled Construction J oint.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-18Deleted the D-D SECTION marks.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.03-19Added minimum after 3 in. and 2 in. dimension in Note #4. 20.04-2 Changed note to reflect 4 in. at 60 degrees F. 20.04-19 and -20Drawing revised to show the file identification box in the lower right corner of the sheet. 20.04-21AddedlinebreaksaroundtextinDeckSlabPlan.Removed obsoleteline,renumberedNote#4to#5andNote#5to#6in SECTIONB-B.RelocatedConcretePlacementNoteunder drawing.Drawing revised to show the file identification box in the lower right corner of the sheet. 20.04-22Added minimum after 1-1/2 in. dimension in Note #4. 20.04-23Omittedthroughoutthefullrangeofthermalmovementafter minimum overhang and added @60 F 20.04-24Omittedthroughoutthefullrangeofthermalmovementafter minimum overhang and added @60 F 20.04-25Omittedthroughoutthefullrangeofthermalmovementafter minimum overhang and added @60 F 20.04-26Omittedthroughoutthefullrangeofthermalmovementafter minimum overhang and added @60 F Page 5 December 4, 2009 REVI SI ONS: File NumberDescription of change(s) CHAPTER 20: (contd) 20.04-29ModifiedarrowinElevationViewtoindicatebottomofdeck extension. 20.06-9Shiftedtextinwaterproofingnotetoagreewithofficedrafting practice. Added instruction that the use of the Alternate Backwall Detail shall be considered for integral bridges with finger joints. Added a note allowing use of this detail with prestressed girders. CHAPTER 25:25.TOC-1Revised date of applicable sheets. 25.01-2 and 3Table updated to include new Thrie-Beam Guardrail railing. 25.01-6Added Thrie-Beam Guardrail railing. CHAPTER 31: 31.TOC-1Revised subject from Maintenance/Repair Plans to Traffic Control Devices. CHAPTER 32: 32.TOC-1RevisedsubjectfromBridgeWideningtoMaintenance/Repair Plans. CHAPTER 33: 33.TOC-1Revised subject from SAAP Contracts to Bridge Widening. CHAPTER 34: 34.TOC-1Added Chapter for SAAP Contracts. Page 6 December 4, 2009 RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2. /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER August 21, 2009 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details VOI DED: File NumberDescription of change(s) CHAPTER 606.05-1 thru -6Sheets deleted:information added to Chapter 25, Section 1. 06.05-7Sheet deleted:information added to Chapter 25, Section 3. CHAPTER 2525.100Sheet deleted:information added to Chapter 25, Section 3. 25.101-1 thru -2Sheets deleted:information added to Chapter 25, Section 3. NEW I SSUES: File NumberDescription of change(s) CHAPTER 606.03-5Added example clear zone distance check. 06.03-6Added clear zone requirements for roadways with curb or curb and gutter. 06.04-14Addedsharedusepathdetailsonsuperelevatedstructurewith barrier separation between the path and roadway. 06.04-15Added shared use path details for superelevated structure without barrier separation for roadways with curb or curb and gutter. 06.04-16Added shared use path details for superelevated structure without barrier separation for roadways with shoulders. 06.05-1 thru -5Added geometric guidelines for structures carrying HOV lanes. Page 2 August 21, 2009 NEW I SSUES (contd): File NumberDescription of change(s) CHAPTER 1515.102-1 thru -5Addedsectionforsuggesteddesignanddetailingofpiersfor collision force. CHAPTER 2525.01-1 thru -8Added section for VDOT standard parapet and rails. 25.02-1 thru -9Added section on bridge railing performance level selection. 25.03-1 thru -5Added section for miscellaneous details. REVI SI ONS: File NumberDescription of change(s) CHAPTER 6TOC-1 thru -2Revised date of applicable sheets and added new sheets. 06.00Updated list of major changes. 06.01-1 thru -4Added slope notation to Note C.Added constructability to Note D.Added In general: to Note E.Minor revisions to Notes G, H andI.InsertedNoteJ ondesignspeedandcurb.Re-lettered remaining notes.Lowered design speed where barrier is required and removed requirement for State Structure and Bridge Engineer approval of the method of transitioning from a curb section to a shoulder section from current Note K.Minor revisions to current NotesLandM.Updateddesignexception/waiver procedures/approvals,removedmajorstructuresnoteandadded additional paragraph under one-lane structures in current Note N. 06.02-1 thru -10Modified reference note for curved bridge requirements to include tangent bridges with curved roadways at either end. 06.02-1Added note to increase shoulder width to 14 feet when DDHV for truck traffic exceeds 250 vehicles per hour. 06.02-6 thru -9Updated curb details in elevation view.Modified Note B. 06.02-7 thru -9Removed clear zone requirements for curb or curb and gutter and referredtoupdatedrequirementsshownonFileNo.06.03-5.Provided additional typical section for roadway with curb or curb and gutter without sidewalk.Updated reference for roadway with curb or curb and gutter with sidewalk.Added concrete sectioning. 06.02-7Changed the cutoff between 10 and 8 shoulders to 45 mph. 06.02-8Changed the cutoff between 8 and 4 shoulders to 35 mph. 06.02-10Moved previous Note B below auxiliary lane title.Revised current Note B requiring design waiver instead of approval.Referenced current Note B in current Note C. 06.02-11Designated edges of traffic lane with individual callouts.Added Note B. Page 3 August 21, 2009 REVI SI ONS (contd) File NumberDescription of change(s) CHAPTER 6 (contd): 06.02-12Clarified type of improvement in Note D and wording in Note E.Added Notes G and H requiring an additional sheet. 06.03-1 thru -4Updated sheet numbers for additional sheet added to section. 06.03-1Updated note references. 06.03-2InsertedNoteAandre-letteredremainingnotes.Updated referenceincurrentNoteBandaddedpossiblemethodof increasing sight distance for urban road classifications in current Note F.Added Note H. 06.03-3Updated clear zone distances for 45-50 mph with slopes 1 : 6 or flatter, source information, the double asterisk note and sheet title.Updated slope notation. 06.03-4Updated source information. 06.04-1 thru -10Updatedsheetnumbersforsheetsaddedtosection.Added concrete sectioning where not shown.Revised fencing callouts to as recommended at the scoping meeting where shown. 06.04-1Updated file numbers in references.Split out and expanded signed shared roadway information.Removed ramp definition. 06.04-2In Pedestrian Bridge view, updated the handrail details, increased requiredrailingheightandrevisedcalloutstorequire10-0 minimumverticalclearancewhenbridgeisdesignedfor maintenancevehiclesandhandrails.RevisedNoteCtorequire 17-6 vertical clearance.Modified Note D.Switched position ofNotes E and F and updated.Moved current Note F to next sheet. 06.04-3Added updated Note F from previous sheet and added permissible handrail attachment sketch.Updated Notes G and I. 06.04-4In Shared Use Path view, updated the handrail details and revised calloutstorequirehandrailsand10-0minimumvertical clearance.RevisedNoteCtorequire17-6verticalclearance.RevisedNoteDandmadecorrespondingchangestotypical section.Updated and switched position of Notes E and F.Moved current Note F to next sheet. 06.04-5Added updated Note F from previous sheet and added sketch of a permissible handrail attachment.Updated Notes G and H. 06.04-6Modified Note A and moved Note C to Note F.Inserted Notes C thruE.Providedbarrierseparatedandsuperelevateddetails requiringanadditionalsheet.Addedtitlestorequirebarrier separation when design speed exceeds 45 mph. 06.04-7Moved details to sheet 8.Expanded the typical sections to show roadwaywithcurbwithoutasidewalkandtheminimumfor roadway with shoulders.Moved all notes to sheet 9 and inserted NotesBforrailingandCforminimumtypicalsectionfor roadways with shoulders.Updated reference in current Note E. Page 4 August 21, 2009 REVI SI ONS (contd) File NumberDescription of change(s) CHAPTER 6 (contd): 06.04-8Moved details to sheet 10.Updated the handrail and fence details.Splitoutandmovedthedetailsforroadwayswithshouldersto sheet 11.Lowered design speed requiring barrier from >50 mph to >45mph.Recommendedtypicalsection with barrier separation forbridgelengthsgreaterthan200feetinsteadofrequiring.Removed vertical clearances over path as roadway clearances will always control. 06.04-9 and -10Movednotestosheets12and13.Removedrequirementfrom Notes A and D for State Structure and Bridge Engineer approval for using reduced width and method of transitioning from the road to bridge typical sections.In Note B, limited cross slope on shared usepathto2percent,referencednewsuperelevationsheetsand removed grade/landing discussion.In Note D, increased required clearanceoncurbandgutterroadwaysandaddedparagraphon roadway curb requirements for termination details.Moved Note F to current Note E.Moved Note E to current Note H and added sketch of a permissible handrail attachment.Inserted current Note Fregardingcombinationtrafficandbicyclerailingandcurrent Note Jregarding superelevation.Made additional miscellaneous changes to all notes excluding current Note I. 06.06-1Movedthenotestosheet2,updatedthetextinSections Perpendicular to Track and added the Dimension Table previously on sheet 2.Miscellaneous updates to the Dimension Table include changes to horizontal clearances, slopes and addition of standard clearance between track centerlines.Added dimension H. 06.06-2MovedtheDimensionTabletosheet1andaddedthenotes previously on sheet 1. Miscellaneous updates to notes include the additionofdrainagerequirementsandchangestothehorizontal clearancesinvolvingcurvedtrack,footingsanddrainageditches and requests for increases in clearances. 06.06-3 and -4Revisedcrashwallrequirementsforwallthickness,provided additionalguidanceonwallextensionbelowsurroundinggrade, clarifieddefinitionofheavyconstructionandaddedinformation regarding the collision force specified in AASHTO LRFD Bridge Design Specifications, 4th Edition, Article 3.6.5.2.Revised MSE horizontal clearance requirements.Updated references. 06.07-1Revised sketches and Note B. 06.07-2AddedsecondparagraphtoNoteEonfullorsemi-integral abutments.Added sleeper pad items to Note F and current Note G.RemovedpreviousNoteGthatwasstrickenbutleftonsheet.Added current Note H concerning sliding plates. Page 5 August 21, 2009 REVI SI ONS (contd): File NumberDescription of change(s) CHAPTER 15TOC-1Revised date of applicable sheets and added new sheets. CHAPTER 25TOC-1Revised date of applicable sheets and added new sheets. 25.00Added introduction. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2. /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER

J uly 31, 2009 SUBJ ECT: Manual of the Structure and Bridge Division Volume V Part 2 Design Aids Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids Typical Details Sections 12.00 - Introduction, 12.01 - Reinforcement, 12.02 - Miscellaneous Beam Details, 12.03 - Prestressed Bulb-Ts, 12.04 - I-Beams and 12.06 - Prestressed Concrete Piles have been revised toincludetherequirementscontainedinthecurrentAASHTOLRFDBridgeDesign Specifications, Interims and VDOT modifications. Section 12.11 - Continuity Diaphragms has been totally revised and a new Section 12.12 - Pretensioned Anchorage Zone Design has been addedtoreflectthenewdesignpracticesandreinforcementdetailsdevelopedasaresultof research done by Virginia Tech in Blacksburg, Virginia. Current allowable stress design sections for Bulb-Ts, I-beams, voided slabs and prestressed piles have been moved to the end of the chapter with new file numbers. Limitations on prestressed concrete member weights (72 kips) and lengths (75 feet) have been extended to 100 kips and 135 feet respectively with the approval of the District Structure and Bridge Engineer. Weights and lengths greater than this will require a design waiver. VOI DED STANDARDS: None Page 2 J uly 31, 2009 NEW I SSUES: File NumberDescription of change(s) Chapter 1212.01-3 Table of strand properties and design strengths added for LRFD. 12.01-5, 6 and 7Prestress Losses for LRFD added. 12.03-1 thru 15Prestressed Concrete Bulb-Ts section added to include top flange sleeve details for deck slab drains, new member weight and length limitations, and preliminary Bulb-T design tables for LRFD. 12.04-1 thru 15Prestressed Concrete I-Beams section added to include preliminary I-beamdesigntablesforLRFD.Thelastsentenceofthefirst paragraph of General Information added to read These sections will not be used except for widening of existing structures. 12.05-1Prestressed Concrete Voided Slabs, UNDER DEVELOPMENT, added for LRFD.12.06-1 and 2Prestressed Concrete Pile section added for LRFD. 12.10-10Alternate Section D-D added to allow the use of threaded inserts in lieu of through bolts.12.10-13Alternate Section E-E added to allow the use of threaded inserts in lieu of through bolts. 12.12-1 thru 13Pretensioned Anchorage Zone Design section added for LRFD.12.13-6 and 7Added new sample erection diagram sheets for bridge on curved alignment. 12.14-4 and 5Miscellaneous beam details added. 12.15-4 Design parameters added for preliminary ASD of BULB-Ts. REVI SI ONS: File NumberDescription of change(s) Chapter 12 TOC-1 thru 6Revised dates of applicable sheets and file numbers of applicable sections. 12.00-1 and 2RevisedtoincludereferencetotheAASHTOLRFDBridge DesignSpecificationsincludingcurrentinterimsandVDOT modifications.Revisedthesectiononmajorchangesand additions. Page 3 J uly 31, 2009 REVI SI ONS (contd): File NumberDescription of change(s) Chapter 12 ( contd) 12.01-1Revised notes for strand properties and prestressed losses. 12.01-8Equationforlossduetoinitialrelaxationofprestressingsteel eliminatedfromcomputationoflossattransferofprestressfor ASD. 12.02-2Definitions for LRFD added for the computation of camber due to prestress force at release. 12.02-4Added note to address revising the Dead Load Deflection Diagram for integral abutments. 12.02-5Added notes for revising the plan view of beam for Top of Slab ElevationsAlongCenterlineofBeamsforintegralabutments, semi-integral abutments and deck slab extensions. 12.07-1Reference to Chapter 10 - Concrete Deck Slab deleted. 12.08-1Miscellaneous drafting corrections. 12.09-1RevisedBoltstoreadH.S.boltsandaddedstatement Rotational capacity test will not be required in Note 3. 12.09-3Dimensionof43/4intheinsertdetailrevisedto27/16.RevisedBoltstoreadH.S.boltsandaddedRotational capacity test will not be required in last sentence. 12.10-1AddedreferencetoLRFDspecificationsandmiscellaneous drafting corrections. 12.10-2 and 3Layoutdiaphragmguidelinedetailsrevisedtoshowlocationof intermediate diaphragms as line through centers of inserts or bolts. RevisedCenterlineenddiaphragmtoLinethrucentersof bearing. Numbered the notes and added Note 1 and 2. 12.10-4 and 5Layoutdiaphragmguidelinedetailsrevisedtoclarifythelaying outofdiaphragmsandtoshowlocationofintermediate diaphragms as a line through centers of inserts or bolts. Numbered the notes and added Note 1, 2, 6 and 7. 12.10-6Deletedthereferenceto(PCBT-29THRUPCBT-53)intitle block. 12.10-7Deleted the reference to (PCBT-29 THRU PCBT-53) in title block and Note 6. Page 4 J uly 31, 2009 REVI SI ONS ( contd): File NumberDescription of change(s) Chapter 12 ( contd) 12.10-8Revised Line of diaphragms to Line thru centers of inserts or boltsfordiaphragms.PartTransverseSection,DetailBand Section D-D revised showing connector angles outstanding legs on same side of line through centers of inserts or bolts. 12.10-9 NoterevisedfortighteningH.S.boltsusedinsteeltosteel connections requiring the turn of the nut method with rotational capacitytestrequired.Noteaddedtoboltsinstalledinthreaded inserts to omit rotational capacity test. Alternate Detail B added to allow the use of threaded inserts in lieu ofthrough bolts. 12.10-11Revised Line of diaphragms to read Line thru centers of inserts orboltsfordiaphragms.PartTransverseSection,DetailBand Section E-E revised to show connector angles outstanding legs on same side of line through centers of inserts or bolts. 12.10-12 NoterevisedfortighteningH.S.boltsusedinsteeltosteel connections requiring the turn of the nut method with rotational capacity test required. Note added to bolts installed in threaded inserts to omit rotational capacity test. Alternate Detail B added to allow the use of threaded inserts in lieu of through bolts. 12.11-1 thru 10Revisedtoincludetherequirementscontainedinthecurrent AASHTOLRFDBridgeDesignSpecifications,Interimsand VDOT Modifications. 12.13-1Revised notes. 12.13-2 thru 5Revised sheets for sealing and signing block and relabel Line of intermediate steel diaphragms to Line thru centers of inserts or bolts for steel intermediate diaphragms. 12.13-8 and 9Revised item 2 to show the requirements for showing skew angles on a curved bridge. Added item 15 and 16 for layout on common chord for bridges with curved alignment and item 23 for sealing and signing requirements.12.14-1Added a note for S&B standard detail sheets and cell libraries. 12.14-2, 3, 6 and 7Sample plan assembly sheets revised to reflect changes in office practices, standard detail sheets and cells. Page 5 J uly 31, 2009 REVI SI ONS ( contd): File NumberDescription of change(s) Chapter 12 ( contd) 12.14-8 and 9Revisedandaddedvariousnotestoreflectchangesinoffice practices, standard detail sheets and cells. 12.15-1 and 2 AddednotesforAnchorageZonedesignrequirements,new memberweightandlengthlimitations.Miscellaneousdrafting corrections. 12.15-3, 5 thru 13Miscellaneous drafting corrections. 12.16-1 and 2These sections will not be used except for widening of existing structures. added to the first paragraphofGeneralInformation. Added new member weight and length limitations. 12.17-1 thru 7Miscellaneous drafting corrections. 12.18-1 and 2Miscellaneous drafting corrections. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2 /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER J une 22, 2009 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details NEW I SSUES: None VOI DED: None REVI SI ONS: File NumberDescription of change(s) CHAPTER 1 01.TOCRevised date to applicable sheets. 01.16-1 and 01.16-5Clarified requirements for sealing and signing of plans. 01.20-9UpdatedGNNTEtoinclude2009interimsforLRFDand2008 Road and Bridge Standards. 01.20-14Corrected call-out for depth of Riprap. Page 2 J une 22, 2009 REVI SI ONS: File NumberDescription of change(s) CHAPTER 2 : 02.TOCRevised date to applicable sheets. 02.01-1 thru 02.01-5UpdatedsheetstoreflectgenericnamesforStateStructureand BridgeEngineerandChiefEngineer.Addednoteonoriginal signature located on title sheet of road plans. 02.03-2Updated note to reflect the inclusion of 2009 interims for LRFD and 2009 Road and Bridge Standards. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2. /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER May 19, 2009 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details These four chapters are modified to reflect revisions for the implementation of the sealing and signingrequirementperIIM-S&B-79effectivewithcontractsadvertisedstartingDecember 2009. NEW I SSUES: File NumberDescription of change(s) CHAPTER 1 01.16-1 to 01.16-7Added section on sealing and signing of plans. 01.20-2CHRA (Pedestrian handrail detail) cell added. 01.20-11PE cell added.

CHAPTER 2 : 02.04-4Added new requirements for signing of bridge title sheets. Page 2 May 19, 2009 REVI SI ONS: File NumberDescription of change(s) CHAPTER 1 01.TOC-1, 4, 5 and 6Revised date of applicable sheets. 01.02-2Revised to reflect new sheet border. 01.02-3Revised to reflect new sheet border and title to match index 01.02-4Revised title to match index 01.03-2MDL program btbl removed. 01.14-10AddedsealingandsigningrequirementsforRevisionstoPlan Sheets. 01.20-08FSHT cell modified. 01.20-13PREL cell modified. 01.20-16SHT cell modified. CHAPTER 2 : 02.TOC-1 and 2 Revised date of applicable sheets. 02.01-1 to 02.01-5Revisedtoreflectsealingandsigningrequirements.Revisedto reflect new bridge title sheet signing requirements. 02.01-09Revised note 55 and 56. Added note 57 and 58. 02.02-01Revised to reflect current L&D I&IM LD-151. 02.04-2Revised to reflect new cell PREL. 02.05-1Revised to reflect sealing and signing requirements. 02.06-6Revised to reflect sealing and signing requirements. CHAPTER 3 : 03.TOC-1 Revised date of applicable sheets. 03.01-1 to 03.01-3Revised to reflect sealing and signing requirements. 03.01-5Revised note 15. CHAPTER 4 : 04.TOC-1 Revised date of applicable sheets. 04.04-1Revised to reflect new border. Page 3 May 19, 2009 VOI DED: File NumberDescription of change(s) CHAPTER 2 02.05-2 Sheet deleted:information added to Chapter 1, section 16. 02.05-3Sheet deleted:information added to Chapter 1, section 16. CHAPTER 3 : 03.04Sheet deleted:information added to Chapter1, section 16. CHAPTER 4 : 04.04-3 Sheet deleted:information added to Chapter 1, section 16. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2. /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER J anuary 23, 2009 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details REVI SI ONS: File NumberDescription of change(s) CHAPTER 2 TOC-1 Revised date of applicable sheet. 02.03-2Revised General Notes to reflect new Road and Bridge Standards to be used starting with the J une 2009 advertisement. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2. /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER December 17, 2008 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids - Typical Details MEMORANDUM TO: Holders of Volume V Part 2: Design Aids- Typical Details NEW I SSUES: File NumberDescription of change(s) CHAPTER 2 02.02-7Added a list of Special Provisions and Copied notes that have been addedtotheRoadandBridgeSpecificationsorarenolonger applicable.

REVI SI ONS: File NumberDescription of change(s) CHAPTER 1 TOC-1 and 5 Revised date of applicable sheets. 01.20-9Revised cell GNNTE to agree with File No. 2.03-2.01.20-14ChangedthenameoftheriprapincellRIPfromClassaggregate riprap to Class dry riprap and the minimum riprap thickness dimension to show the thickness of stone. 01.20-15 and -16CorrectedmisspelledwordinfirstsentenceundercellSBFL1, SBFL2 and SBFL3. CHAPTER 2 TOC-1 and 2Added sheet 02.02-7 and revised date of applicable sheets. 02.02-2Revised Note #7 to agree with File No. 2.02-5.02.02-5Moved the following specifications/copied notes items: 400,403B, 403C, and 404B to sheet #6. Revised the instructions to no longer show the specification numbers for special provisions and copied notes in the upper right hand corner of the title sheet. Page 2 December 17, 2008 REVI SI ONS (contd) File NumberDescription of change(s) CHAPTER 2 (contd): 02.02-6Moved the following specification/copied note items: 105A, 107A, 411A,412A,519A,CN-105(a),CN-105(c),CN-407(a),CN-413(a), andCN-504(a)tosheet#7.Modified217B,404Fand407B. Added S109D, C109(h), C217(h), C223(e), S303J , S404C, S404D, C406.04, S407D and Special Provision, Elastic Inclusion. Changed the reissue date from 1-26-04 and 7-9-02 to J uly 2008. 02.03-2 UndertheConstructionSection,deletedthereferenceto2002 Road and Bridge Specifications. Under the Design Section, added a note for the use of 2008 Interim Specifications. 02.03-4Addedanotefortheuseoflowpermeabilityconcreteand permeabilitytesting.Addedasentencetothe6thnoteandthree additionalnotesconcerningtheuseofcorrosionresistant reinforcing steel. Moved five notes to sheet #5. 02.03-5Moved five notes from sheet #4 and moved five notes to sheet #6. 02.03-6Moved five notes from sheet #5. Revised the mailing address for the Fifth Coast Guard District. 02.04-5AddedanoteconcerningBridgeonlyprojectswithFederal funding to the first paragraph. The contents of the old file 02.04-6 are included in file 02.04-5. CHAPTER 10 Chapter 10 has been totally revised. Major additions include design informationforLRFD,additionalparapettypestoASDfor cantilever Design, design requirement for longitudinal joints, and provided sample sheets for the detailing of deck slabs. Page 3 December 17.2008 RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2. /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For:Kendal R. Walus, P.E. State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER J uly 9, 2008 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids Typical Details MEMORANDUM TO:Holders of Volume V Part 2: Design Aids Typical Details REVI SI ONS: File NumberDescription of change(s) CHAPTER 25: 25.101-1 and -2Guideline in paragraph 1 expanded.Paragraph 5 expands the use of adhesive anchors. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2 /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER J une 23, 2008 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids Typical Details MEMORANDUM TO:Holders of Volume V Part 2: Design Aids Typical Details REVI SI ONS: File NumberDescription of change(s) CHAPTER 25: 25.101-1 and -2Totally revised. RETAI N THI S MEMO I N FRONT OF I NDEX TO VOLUME V PART 2 /original signed/ J ulius F. J . Vlgyi, J r., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus State Structure and Bridge Engineer VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ofVIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219-2000 David S. Ekern, P.E. COMMISSIONER J anuary 17, 2008 SUBJ ECT:Manual of the Structure and Bridge Division Volume V Part 2 Design Aids Typical Details MEMORANDUM TO: Holders of Volume V Part 2:Design Aids Typical Details Major changes in this revision include the following: 1.New geometrics for low volume roads (Rural Local) and for superstructure or deck replacements. 2.Added BR27C-series and BR27D-series rails in geometrics. Note that the three-pipe aluminum rail will no longer be permitted after the April 2008 ad date. 3.VDOT has started implementing the replacement of epoxy coated reinforcing steel with corrosion resistant reinforcing steels in selected projects this year (2008) and next year and expects to be fully implemented by J anuary 2010.Bid items are added in Chapter 3. 4.Approach slabs will no longer be included in road plans starting with the September 2008 ad date.They will be included in the bridge plans. 5.The 2007 VDOT Road and Bridge Specifications are effective with the J uly 2008 ad date (GENERAL NOTE, Chapter 2). 6.New notes (GENERAL NOTES) for projects designed by the Load and Resistance Factor Design (design and capacity).Updated moveable bridge specifications. 7.Designexceptionsandwaiversforgeometricshasbeenexpandedandfurther defined. NOTE: In the descriptions of changes listed below, the sheet number changes are not listed (lower right hand corner). Page 2 J anuary 17, 2008 NEW I SSUES: File NumberDescription of change(s) CHAPTER 1:01.22-1New sheet Added cells BC1L, BC1R, BC4L and BC4R. 01.22-2New sheet Added cells BC6L, BC6R and BC8L. 01.22-3New sheet Added cells BC8R, BC10L and BC10R. 01.22-4New sheet Added cells BD1L, BD1R and BD4L. 01.22-5New sheet Added cells BD4R, BD6L and BD6R. CHAPTER 2:02.04 6New sheet Added instructions for Title Block-Federally Funded Maintenance Projects 02.04 7NewsheetAddedinstructionsforTitleBlock-Statefunded Maintenance Projects. CHAPTER 3: 03.11-2New sheet- Moved some bid items from previous sheet. CHAPTER 4: 04.03-2New sheet Added instructions for placing notes. CHAPTER 6: 06.02-12Newsheet-Instructionsforsuperstructurereplacementordeck replacement. 06.05-3New sheet - Added BC27C series. 06.05-4New sheet - Added BC27C-10 and BC27C-11, notes for BC27C series. 06.05-5New sheet - Added BC27D series. 06.05-6New sheet Added notes for BC27D series. REVI SI ONS: File Name Description of changes(s) CHAPTER 1: 01.00-1Updated names. 01.00-3Removed the last outdated paragraph. 01.02-1 Revised the first and second paragraphs concerning electronic plan submission and plan sheet size. Page 3 J anuary 17, 2008 REVI SI ONS (contd): File Name Description of changes(s) CHAPTER 1 (contd): 01.02-2 and -3Replaced PPMS No. with UPC No. and updated pen table address.01.03-2MDL for geology is not to be used. 01.10-2 and -4 Removed railing details from sidewalk sections. 01.14-1 Firstparagraph:RemovedreferencetoVolumeIIIofS&B Manual.Paragraph 2a: Removed reference to second submission. 01.15-7Reformated table. 01.20-4Deleted 22 in. square concrete pile cell (CP22) size no longer used by industry. 01.20-7ReplacedaluminumrailwithBR27CrailincellsESTQ1and ESTQ2. 01.20-8Replaced the aluminum rail with BR27C rail in cell ESTQ3 and replaced the PPMS Number with the UPC Number in cell FSHT. 01.20-9RevisedcellGNNTE:AddedreferencetotheLRFDBridge DesignSpecifications,theLRFDMovableBridgeDesign Specifications. 01.20-11Added cells PDDI and PDD2, moved some cells to the next sheet. 01.20-12 Moved some cells to next sheet. 01.20-13Revisedthereferencefileno.incellREBARfrom01.10-1to 01.11-1 and moved some cells to the next sheet. 01.20-14Added a layer of No. 25 or 26 crusher run aggregate to cell RIP; revised Right-of-Way note for cell ROW. 01.20-15Moved cells SBFL1, SBFL2 from sheet 01.20-18a. 01.20-16Moved cell SBFL3 from sheet 01.20-18b, moved cell SHT from sheet 01.20-13; revised copyright date on cell SHT. 01.22-16Removed voided 3 rail aluminum details. CHAPTER 2: 02.01- 1 thru -5Replaced PPMS No. with UPC N