MANUAL OF THE STRUCTURE AND BRIDGE DIVISION · 09.00-1 Update reference to Parts of the Manual of the Structure ... Miscellaneous Beam Details to new ... Manual of the Structure and

MANUAL OF THE STRUCTURE AND

BRIDGE DIVISION

PART 2

DESIGN AIDS AND TYPICAL DETAILS

VIRGINIA DEPARTMENT OF

TRANSPORTATION

VirginiaDOT.org WE KEEP VIRGINIA MOVING

COMMONWEALTH of VIRGINIA

DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET

RICHMOND, 23219-2000 Stephen Brich COMMISSIONER

May 3, 2018 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: Chapter 14 – Joints NEW ISSUES: Chapter 14 – Joints (complete chapter replacement) REVISIONS: CHAPTER 6: File Number Description of change(s) 6.TOC-1 and -2 Revised dates. 6.00 Updated list of major changes. 6.01-4 Removed language for modification of Standard HR-1 for rail

height from Note L. 6.02-7, -9 and -11 Updated rail type shown on sidewalks for roadway with curb or

curb and gutter. 6.04-1 Revised railing height for signed shared roadway. 6.04-5 Revised minimum railing height in typical section. 6.04-6 and -7 Revised minimum railing height in typical section and Note B. 6.04-8 and -9 Revised minimum height for pedestrian railing, railing type shown

and standard references in typical sections and Notes C and F. 6.04-10 Revised height for bicycle railing and railing type shown. 6.04-11 Revised railing height and standard reference in Note D. 6.04-12 and –13 Revised railing height and railing types shown.

Page 2 May 3, 2018 REVISIONS: (cont’d) CHAPTER 6 (cont'd): File Number Description of change(s) 06.04-14 Revised railing height and standard reference in Notes E and G. 06.04-15 Revised minimum railing height and standard reference in Note H. 6.04-16 thru -18 Revised railing types shown. 6.04-16 Revised railing heights. 6.04-18 Revised typical sections for addition of raised median. CHAPTER 9: File Number Description of change(s) All files Removed “Vol. V” from all footer File No. blocks. Changed last revised dates only on sheets where other content was changed. 09.TOC-1 Revised dates. 09.00-1 Update reference to Parts of the Manual of the Structure and

Bridge Division. 09.02-4 and -6 thru -7 Updated rail types shown. Adjusted Transverse Section

dimensions for increased widths. 09.02-7 Updated 2” diameter conduit position. 09.02-8 Updated rail types shown and 2” diameter conduit position. CHAPTER 12: File Number Description of change(s) 12.TOC-1 and -5 Revised dates. 12.00-1 Updated list of major changes. 12.02-1 Added definition for design camber at erection and modified Δc1.

Revised camber tolerance. 12.02-2 Updated Eci formula. Added design camber at erection. 12.02-3 Changed definition of camber at release to camber at erection,

added formula to camber tolerance and updated formula for ƩD. 12.03-1 thru -11 Updated number of sheets and File Nos. for additional General

Information sheet. 12.03-1 Update File Nos. references. Required design approval for

concrete compressive strengths greater than 8,000 psi and up to 10,000 psi. Changed minimum compressive strength at release requirements.

12.03-2 Added Stirrup Requirements to Composite Section Properties. Added Design Requirement section.

12.03-3 Moved Beam End Details for Integral Abutments and Miscellaneous Beam Details to new sheet. Condensed Miscellaneous Beam Detail contents.

12.03-8 and -9 Added clarification statements above charts.

Page 3 May 3, 2018 REVISIONS: (cont’d) CHAPTER 12 (cont’d):

File Number Description of change(s)

12.14-3 Added design camber at erection to table, modified CAMBER DIAGRAM accordingly and added note for camber including modified specification content.

CHAPTER 15:


15.TOC-1 and -2 Revised dates and removed Section 15.05. 15.05-1 and -5 Removed section. CHAPTER 25:


25.TOC-1 Revised dates. 25.00 Updated crash tested and evaluated references and miscellaneous

content. 25.01-1 thru -12 Updated number of sheets and file numbers for reduced number of

sheets. 25.01-1 Updated BCR-3, BCR-4 and BIR-1 thru -5 adjusted test levels. 25.01-2 Replaced BR27 series content with CPSR. Updated BRGC8,

BRCAS and BRMA-1 and -2 adjusted test levels. 25.01-3 Updated BRSBD adjusted test level. Revised low volume ADT

threshold and replaced BR27 series reference with CPSR. 25.01-8 Replaced BR27 series sections and references with CPSR. 25.02-2 thru -5 Fixed sheet footings to reflect content. 25.02-3 and -4 Added TL-2 back to selection table for low volume roadways. 25.03-8 Added notes indicating to use design speed from roadway title

sheet and use TL-4/-5 where design speeds exceed 70 mph. 25.03-1 thru -5 Removed Vol. V from footings. Changed last revised dates only

on sheets where other content was changed. 25.03-4 Added Note A, renumbered remaining and made miscellaneous

changes. 25.03-5 Removed reference to Volume V. CHAPTER 32:


32.TOC-1 thru -2 Revised dates and number of sheets. Updated for additional sheets and section.

32.00-1 Updated manual reference and added major changes to past practices.

Page 4 May 3, 2018 REVISIONS: (cont’d) CHAPTER 32 (cont’d):


32.00-2 thru -6 Updated performance measures and added best practices to slow deterioration rates.

32.08-1 thru -5 Added section on joints. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Junyi Meng, P.E. Assistant State Structure and Bridge Engineer

For: Kendal R. Walus, P.E. State Structure and Bridge Engineer




RICHMOND, 23219-2000 Stephen Brich COMMISSIONER

January 30, 2018 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: Chapter 23 – Piles (included AASHTO Standard Specification calculations) NEW ISSUES: Chapter 23 – Piles (complete chapter replacement with AASHTO LRFD Specification calculations and laterally loaded pile analysis example) REVISIONS: CHAPTER 2: File Number Description of change(s) 02.TOC-1 and -2 Revised dates. 02.00 Updated list of major changes. 02.02-1 Updated IIM reference for FHWA-534 reference code. 02.02-6 Added SP401, SS401 and SS431 to the list. 02.02-7 Added SP for Corrosion Resistant Steel Plate Girders to the list.

Updated Engineered Cementitious Concrete section reference. 02.03-3 Updated instructions for structural steel. Added Virginia Pier Caps

to unpainted ASTM A709 Grade 50W General Note. Added General Note for ASTM A709 Grade 50CR.

02.03-4 Updated superstructure concrete note for Lightweight concrete. 02.04-4 and -5 Revised Checklist 9 headers to indicate projects with/without road

title sheets and removed note requiring signed sheet filing in the CO Plan File Room from Tier 1 project content.

Page 2 January 30, 2018 REVISIONS:(cont’d) CHAPTER 2 (cont’d): File Number Description of change(s) 02.04-8 thru -11 Added note for bridge projects that have a road title sheet. 02.06-1 Revised first paragraph. CHAPTER 3: File Number Description of change(s) 03.TOC-1 and -2 Revised dates. 03.07-1 Added bid items for 20” and 24” driving tests for PSC stainless

steel strand piles. 03.07-2 Added bid items for 20” and 24” driving tests for PSC CFRP

strand piles. 03.10-2 Revised sheet footer. CHAPTER 6: File Number Description of change(s) 06.TOC-1 thru -3 Revised dates. 06.00 Updated list of major changes. 06.01-2 Revised Note H. 06.01-5 Added reference to Bridge Only definition. 06.04-12 Added note to Typical Section of Shared Use Path with design

speed < 45 mph referencing raised median typical section for Roadway with Shoulder.

06.04-13 Revised Typical Section of Shared Use Path with design speed < 45 mph to include raised median and added note referencing raised sidewalk typical section for Roadway with Curb.

06.04-14 Updated Note E for raised median revisions and added content where ramps on the bridge cross the shared use path.

06.08-1 Updated Bridge Only definition in second paragraph and added reference to current IIM-S&B-95. Updated project requirements example list and referenced locations.

06.08-3 Combined first two paragraphs into one and revised. Updated references to current Road Design Manual location.

06.08-5 Updated references to current Road Design Manual location and removed callouts to specific fixed object attachment standards.

06.08-7 Added note requiring inclusion of sheets depicting locations and appropriate grading for guardrail and terminals in the plan set. Removed callouts to specific guardrail standards and specific guardrail detail content. Revised details shown for properly terminated radial guardrail.

06.08-9 Updated references to current Road Design Manual location. 06.08-10 Removed callouts to specific guardrail standards.

Page 3 January 30, 2018 REVISIONS:(cont’d) CHAPTER 11: File Number Description of change(s) 11.TOC-1 Revised dates. 11.TOC-4 Revised date and added ASTM A709 Grade 50CR steel section. 11.00-1 and -2 Updated list of major changes. 11.01-1 Revised ASTM A709 Grade 50W note. 11.01-2 Revised materials note where uncoated weathering steel is not

recommended and added ASTM A709 Grade 50CR note. 11.02-2 Revised minimum/maximum deck overhang content. 11.11-1 Added General Information for ASTM A709 Grade 50CR Steel. CHAPTER 12: File Number Description of change(s) 12.TOC-1 Revised dates and file numbers per section changes. 12.TOC-3 thru -5 Added PSC inverted T-beam section to 12.07, moved PSC pile

section to 12.08 and removed PSC deck panel section. Moved sections to next sheet as needed and revised dates.

12.00-1 and -2 Moved prestressed concrete deck panel note from independent section to Introduction. Updated list of major changes.

12.03-1 and -2 Added minimum/maximum overhang and minimum number of beams content. Moved some content to sheet 2. Merged detail reference contents.

12.03-5 thru -8 Changed references from girder to beam. 12.04-7 and -8 Changed references from girder to beam. 12.05-4 Fixed spelling of shall in PSC waterproofing requirements. 12.07-1 thru -14 Inserted Prestressed Concrete Inverted T-beam content replacing

previous Section 12.07 content. 12.08-1 thru -7 Moved Prestressed Concrete Pile content from Section 12.07 to

Section 12.08. Previous Prestressed Concrete Deck Panel content was moved to File No. 12.00-1.

CHAPTER 17: File Number Description of change(s) 17.TOC-1 Revised dates. 17.00-1 Updated list of major changes. 17.01-1 thru -7 Updated total number of sheets in section and revised dates. 17.01-1 Added inverted T-beam superstructures to list of jointless abutment

alternatives for semi-integral abutments. Updated and included File No. reference in pile support requirement for all abutment types adjacent to MSE walls.

Page 4 January 30, 2018 REVISIONS:(cont’d) CHAPTER 17 (cont’d): File Number Description of change(s) 17.01-3 Added inverted T-beam superstructures to jointless abutment type

list. 17.01-8 Inserted new content for supporting abutment spread footings on

MSE walls. 17.01-9 thru -18 Updated File No.’s, sheet numbers and total number of sheets due

to insertion. 17.01-11 and -12 Updated File No. reference, required Virginia Pier Cap at pier/bent

joint locations and reduced selection hierarchy requirement from design waiver to design approval.

17.01-13 thru -15 Updated File No. references. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Junyi Meng, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer




RICHMOND, 23219-2000 Charles A. Kilpatrick, P.E.

COMMISSIONER

July 27, 2017 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: None REVISIONS: CHAPTER 1: File Number Description of change(s) 01.02 thru 01.11 and 1.19 Removed “Vol. V” from all footer File No. blocks. Changed last thru 1.22 revised dates only on sheets where other content was changed. 01.TOC-1 and -4 thru -7 Revised dates. 01.TOC-5 Updated cell titles. 01.TOC-7 Removed header for non-existent section. 01.01-5 thru -7 Updated bridge seed file content. 01.01-9 Updated manual reference. 01.02-2 and -3 Updated project block in title sheet depictions. 01.13-1 and -6 Updated bridge seed file and working units content. 01.16-1 and -2 Provided additional sealed and signed information for title sheets

and restructured order of content. 01.20-6 Removed CP10 and CP16 cell depictions.

Page 2 July 27, 2017 REVISIONS:(cont’d) CHAPTER 1 (cont’d): File Number Description of change(s) 01.20-9 thru -11 Updated bid items in ESTQ1, ESTQ2 and ESTQ3 cell depictions.

Split FSHT cell into FSHTT1 and FSHTT2 (Tier 1 and Tier 2) and updated project block and signatures in cell depictions.

01.20-14 and -15 Updated signature titles in PDD, PDD3 and PDD4 cell depictions. 01.20-19 thru -21 Updated SBC1, SBC2, SBC3, SBF1, SBF2 and SBF3 cells. 01.22-3 Updated bottom rail size in BC15L and BC15R cell depictions. 01.22-11 Updated rail shape in KCCL8, KCCR8, KCL8 and KCR8 cell

depictions. CHAPTER 2: File Number Description of change(s) 02.04 thru 02.07 Removed “Vol. V” from all footer File No. blocks. Changed last

revised dates only on sheets where other content was changed. 02.TOC-1 and -2 Revised dates. 02.01-1 thru -6 Updated General Notes to current VDOT Road and Bridge

Standards. 02.01-6 Added General Notes for current VDOT Work Area Protection

Manual and construction tolerances. Updated signature block content.

02.01-7 and -8 Updated abutment types for Check List Items 3, 4, 24 and 25. 02.02-1 thru -9 Updated number of sheets for additional sheet. 02.02-1 Updated sketch for changes to Blocks 7 and 10. 02.02-2 Revised “NBIS” to “Federal Structure” Number in Block 7

information. Revised Block 10 information to Federal “Stewardship and” Oversight Code and updated terminology.

02.02-6 thru -9 Updated Special Provisions and Copied Notes content to reflect 2016 Road and Bridge Specifications and current policy requiring an additional sheet. Updated list of those no longer applicable.

02.03-2 Updated General Note for current VDOT Road and Bridge Standards.

02.03-3 Updated General Note for current VDOT Work Area Protection Manual.

02.03-4 Revised heat curving notes for plate girders and rolled beams. 02.04-8 thru -11 Made miscellaneous changes for consistency between sheets. 02.04-10 Updated title sheet cell title. 02.04-11 Updated for FSHTT1 cell addition and PDD4 cell change. 02.04-12 Updated title sheet cell title in Note 3 and title block depiction. 02.05-1 Updated CADD sheet number and signature title block. Clarified

Consultant “Plans By” instructions.

Page 3 July 27, 2017 REVISIONS:(cont’d) CHAPTER 3: File Number Description of change(s) 03.TOC-1 thru -3 Revised dates. 03.00 Updated list of major changes. 03.01-1 and -4 Added missing checklist references. Updated prestressed concrete

pile bid items in Estimated Quantities – Substructure Only table and added corresponding notes. Updated Index of Sheets.

03.01-6 Removed unnecessary reference in Check List Item 19. 03.05-1 Added requirement for non-standard Pay Items, their descriptions,

and their measurements, to be developed into Project Specific Specifications instead of including on Plans.

03.05-3 Removed Footnotes 19 and 20 not used on current bid items. 03.06-2 and -8 Added bid items for deck slab closure, shear keys and Virginia

Adjacent Member Connection (VAMC) block-outs. 03.07-1 and -2 Removed driving test and loading test bid items for prohibited

prestressed concrete pile sizes. 03.07-3 Updated prestressed concrete pile size descriptions and removed

prohibited pile sizes. Added bid items for prestressed concrete piles with other strand materials.

03.07-4 Moved bid items from previous sheet to this sheet. 03.10-1 and -2 Removed driving test and loading test bid items for prohibited

prestressed concrete pile sizes. 03.10-3 Updated prestressed concrete pile size descriptions and removed

prohibited pile sizes. Added bid items for prestressed concrete piles with other strand materials.

03.12-2 and -6 Added non-standard retaining structure bid item. CHAPTER 5: File Number Description of change(s) All files Removed “Vol. V” from all footer File No. blocks. Changed last revised dates only on sheets where other content was changed. 05.TOC-1 Revised dates. 05.01-2 Clarified that the cost of the bridge shall not include bridge-related

CEI costs or contingency in the calculation of all limits. Referred to bridge funding instead of a specific bridge funding source.

05.02-8 Removed statement prohibiting medallion use with other textures.

Page 4 July 27, 2017 REVISIONS:(cont’d) CHAPTER 6: File Number Description of change(s) 06.00 thru 06.03 and Removed “Vol. V” from all footer File No. blocks. Changed last 06.05 thru 06.08 revised dates only on sheets where other content was changed. 06.TOC-1 and -2 Revised dates. 06.00 Updated list of major changes. 06.01-1 thru -5 Updated number of sheets. 06.01-4 Revised approval requirements in third line of Note O. Updated

FHWA approval note for design exceptions for parapet/rail. 06.01-5 and -6 Revised design waiver requirements to coincide with changes

made to Part 1 of this manual and expanded to two sheets. 06.02-13 Revised criteria for multiple lane ramp structures. 06.02-15 Updated sheet reference. 06.04-14 and -15 Added minimum width for bridge safety inspection to Note B.

Note H moved from sheet 14 to 15. CHAPTER 15: File Number Description of change(s) 15.TOC-1 Revised dates. 15.01-7 Revised Spread Footing Data Table. 15.02-2 and -3 Added anchor bolt sleeves to Cap Length Criteria and Sample

Anchor Bolt Layouts. 15.03-1 Added anchor bolt sleeves to TYPICAL ANCHOR BOLT

LAYOUT and SECTION A-A. Added bearing sheet reference. Re-spaced stirrup bars to clear anchor bolt sleeves and added note for adjustment.

15.03-5 Added anchor bolt sleeves to Check List Item 11. 15.03-6 Updated reference in Check List Item 28. CHAPTER 17: File Number Description of change(s) 17.TOC-1, -2, -5, -7 and -8 Revised dates. 17.TOC-1 Updated sheet titles and file numbers in Section 17.01. 17.00 Updated list of major changes. 17.01-1 thru -17 Updated number of sheets for additional sheet. 17.01-7 Added requirement that all abutment types adjacent to MSE walls

shall be pile supported for bridges over Interstates. 17.01-8 and -9 Added Abutment Protection Requirements and moved General

Terminology to additional page. Updated footer sheet titles. 17.01-10 and -12 Updated sheet references. 17.03-7 Added anchor bolt sleeves to Anchor Bolt Layout Details.

Page 5 July 27, 2017 REVISIONS:(cont’d) CHAPTER 17 (cont’d): File Number Description of change(s) 17.07-3 thru -10 Updated sheet numbers, section mark sheet numbers and dates for

typical arrangement of plan sheets. 17.07-3 and -7 Added anchor bolt sleeves to TYP. ANCHOR BOLT LAYOUT

and SECTION A-A.. 17.11-3 and -6 Added TYPICAL ANCHOR BOLT LAYOUT with anchor bolts

sleeves. Added anchor bolt sleeves to SECTION A-A. Revised notes.

17.11-4 and -7 Moved TYPICAL ANCHOR BOLT LAYOUT to previous sheet. Removed LIMITS OF SELECT BACKFILL and related notes.

17.11-5 and -8 Updated sheet references. 17.13-2 thru -4 Updated substructure reference lines for full integral and semi-

integral sections. Added existing ground line to all cut sections. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Junyi Meng, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

December 28, 2016 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: None REVISIONS: CHAPTER 12: File Number Description of change(s) 12.TOC-1, -2, -3 and -5 Revised dates. 12.TOC-2 Added additional sheets to Sections 12.05 and 12.06. 12.TOC-3 Added sheets to Section 12.07 and removed sheet from Section

12.09. 12.00-1 Updated Part 5 title. 12.00-1 and -2 Replaced list of major changes and additions. 12.01-3 Updated force variable nomenclature. 12.05-1 thru -9 Updated number of sheets. 12.05-1 Updated File No. references. Changed default design strand

diameter to 0.6”.

Page 2 December 28, 2016 REVISIONS:(cont’d) CHAPTER 12 (cont’d): File Number Description of change(s) 12.05-3 Inserted Transverse Connection Detail Types content. Renamed

“Transverse Post-Tensioned Tendons (Continued)” to “Transverse Tendon or Internal Diaphragm Spacing” and moved portion to next sheet. Moved Waterproofing Requirements and S&B Standard Detail Sheets and Cell Libraries to next sheet.

12.05-4 Added content excluding transverse tendons where Virginia Adjacent Member Connection (VAMC) details are used. Updated waterproofing File No. references. Update S&B Standard Detail Sheets and Cell Libraries content. Added section on Sample Special Provisions.

12.05-5 Moved content previously shown on File No. 12.05-4 to this sheet. Updated strand offset from sides of voided slab and number of spaces. Prohibited using strand positions in stirrup corners. Split void and transverse tendon dimensioning into separate chart variables. Updated A and B variable dimensions and added variable E dimensions to table.

12.05-6 Moved content previously shown on File No. 12.05-5 to this sheet. Added content above and below table. Updated number of strands per row and distances from bottom of slabs to centerline of strands in table and indicated for transverse tendons. Added second table for Virginia Adjacent Member Connections and sentence beneath.

12.05-7 thru -9 Moved content previously shown on File Nos. 12.05-6 thru -8 to these sheets.

12.05-7 Updated third and fifth bullets. Moved bottom two bullets to next sheet.

12.05-8 Added two bullets from previous sheet. 12.05-10 Moved content previously on File No. 12.05-9 to this sheet.

Updated footer to indicate sheet content is for use with Transverse Tendon details. Updated Shear Key Detail for change in shear key depth and joint fabric use for waterproofing. Replaced high strength grout with ECC in notes. Updated reference to Part 5 standards.

12.05-11 Inserted new sheet for Longitudinal Shear Key Details for use with VAMC details.

12.05-12 Inserted sample Erection Diagram sheet for voided slabs using Transverse Tendon details with skew greater than 10 degrees and staged construction.

12.05-13 Inserted sample Erection Diagram sheet for voided slabs using VAMC details with skew greater than 10 degrees and staged construction.

12.06-1 thru -11 Updated number of sheets. 12.06-1 Updated File No. reference.

Page 3 December 28, 2016 REVISIONS:(cont’d) CHAPTER 12 (cont’d): File Number Description of change(s) 12.06-2 Updated File No. reference to box beam sections and section

properties. Updated AASHTO/PCI standard box beam section modification content. Changed default design strand diameter to 0.6”.

12.06-4 Inserted Transverse Connection Detail Types content. Renamed “Transverse Post-Tensioned Tendons (Continued)” to “Transverse Tendon or Internal Diaphragm Spacing” and moved portion to next sheet. Moved Waterproofing Requirements to next sheet.

12.06-5 Added content excluding transverse tendons where Virginia Adjacent Member Connection (VAMC) details are used. Updated waterproofing File No. references and removed references to sample sheets. Added S&B Standard Detail Sheets and Cell Libraries and Sample Special Provisions content.

12.06-6 Moved content previously shown on File No. 12.06-5 to this sheet. Updated strand offset from sides of box beam, number of spaces and distance from bottom of beam to first row. Prohibited using strand positions in stirrup corners. Added asterisks note for 27” and 33” beam depths. Updated top and bottom slab thicknesses from 5½” to 6”. Updated section properties accordingly and added note under table.

12.06-7 thru -9 Moved content previously shown on File Nos. 12.06-6 thru -8 to these sheets.

12.06-7 Updated third and fifth bullets. Moved bottom two bullets to next sheet.

12.06-8 Added two bullets from previous sheet. 12.06-10 and -11 Previous end bearing and waterproofing detail sample sheets were

voided. 12.06-10 Moved content previously on File No. 12.06-9 to this sheet.

Updated footer to indicate sheet content is for use with Transverse Tendon details. Updated Shear Key Detail for change in joint fabric use for waterproofing. Replaced high strength grout with ECC in notes. Updated reference to Part 5 standards.

12.06-11 Inserted new sheet for Longitudinal Shear Key Details for use with VAMC details.

12.06-12 Inserted sample Erection Diagram sheet for box beams using Transverse Tendon details with skew greater than 10 degrees and staged construction.

12.06-13 Inserted sample Erection Diagram sheet for box beams using VAMC details with skew greater than 10 degrees and staged construction.

12.07-1 thru -7 Updated number of sheets.

Page 4 December 28, 2016 REVISIONS:(cont’d) CHAPTER 12 (cont’d): File Number Description of change(s) 12.07-1 Added the selection criteria for prestressed concrete piles. Moved

portion to File No. 12.07-3. 12.07-2 Added the limits for use of Stainless Steel or Carbon Fiber

Reinforced Polymer (CFRP) Strands. 12.07-3 Updated reinforcement requirements for BPP-1. Added

reinforcement requirements for BPP-2 and -3. 12.07-4 Removed 10” and 16” pile sizes. Removed structural requirements

from section property table. 12.07-5 Updated structural requirements for BPP-1. 12.07-6 Added structural requirements for BPP-2. 12.07-7 Added structural requirements for BPP-3. 12.09-1 Removed Anchor Detail and Alternate Anchor Detail sketches and

combined notes previously shown on File Nos. 12.09-1 and -2. 12.09-2 Moved content previously shown on 12.09-3 to this sheet. 12.09-3 Moved content previously shown on File No. 12.09-4 to this sheet.

Added second paragraph. 12.16-1 Revised Part 5 reference in second sentence. Prohibited post-

tensioning for substructures. Added references to IIM-S&B-91, -92, -93 and -94 and the special provisions included in the IIM’s.

CHAPTER 25: File Number Description of change(s) 25.TOC-1 Revised dates. 25.00 Added testing criteria as per NCHRP Report 350 as evaluated in

accordance with AASHTO Manual for Assessing Safety Hardware (MASH). Added Approximate Crash Test Acceptance Equivalencies Table of TL’s (Test Levels) between MASH criteria and NCHRP Report 350.

25.01-1 Revised Test Level to NCHRP Test Level; added Adjusted Test Level; moved BR27 series to the next sheet.

25.01-2 Revised Test Level to NCHRP Test Level; added Adjusted Test Level; moved BRCAS, BRMA-1 and -2, BRSBD, BTB-1 and -2 to the next sheet.

25.01-3 Revised Test Level to NCHRP Test Level; added Adjusted Test Level. Moved additional notes for BR27C and BR27D series railing to next sheet.

25.01-4 Updated number of sheets. 25.01-5 Added BCR-1 and -2; removed 1” overhang behind the top rail of

BCR-3 and -4; moved BIR series to the next sheet. 25.01-6 Moved BMB-5A to the next sheet. 25.01-7 Added BMB-5A Modified.

Page 5 December 28, 2016 REVISIONS:(cont’d) CHAPTER 25 (cont’d): File Number Description of change(s) 25.01-8 thru -14 Updated number of sheets. 25.01-12 Added BRMA-1 and -2 previously shown on the subsequent sheet. 25.02-1 and -2 Added Modified to the title of the table; revised TEST LEVEL to

ADJUSTED TEST LEVEL, TL-4 to TL-3. 25.02-3 thru -5 Added Modified to the title of the table; revised TEST LEVEL to

ADJUSTED TEST LEVEL, TL-2 and TL-4 to TL-3. 25.02-9 Revised TL-4 to Adjusted TL-3. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Junyi Meng, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

August 17, 2016 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: None REVISIONS: CHAPTER 3: File Number Description of change(s) 03.TOC, 03.00 and 03.01 Removed “VOL. V” from all footer File No. blocks. Changed last thru 03.13 revised dates only on sheets where other content was changed. 03.TOC-1 thru -3 Revised dates. Added to or removed sheets from sections as

necessary. 03.00 Updated list of major changes. 03.01-1 thru -4 Revised CADD sheet number format and updated dates. Revised

bid item descriptions to Select Backfill (Abutment Zone), Concrete Low Shrinkage Class A4 Modified and Adhesive Based Joint Sealer Class I. Revised quantities and bid items to be more reflective of a typical steel superstructure semi-integral bridge. Updated Index of Sheets accordingly.

03.01-5 Updated references in Check List Item 5 and revised Check List Item 11.

Page 2 August 17, 2016 REVISIONS:(cont’d) CHAPTER 3 (cont’d): 03.01-6 Removed unnecessary information from Check List Item 14 and

updated File No. reference in Check List Item 16. 03.01-7 Removed obsolete division of funds note. 03.05-1 Updated File No. references. Updated manual references in

Footnotes 2 and 3. Removed content from Footnotes 6 and 7 and left intentionally blank.

03.05-2 Added additional depth to Footnote 10 for Dry Riprap. Deleted previous Footnote 11. Moved content for Dumped Riprap from Footnote 12 to 11. Removed 4’ and 6’ depths and added 8’ depth to table in current Footnote 11.

03.05-3 Moved content for Grouted Riprap from Footnote 13 to 12. Added new content to Footnote 13. Replaced content of Footnote 14.

03.06-1 thru -8 Removed obsolete items, added new items and updated descriptions and Specification references per the 2016 Specifications. Adjusted Prestressed Concrete Beam, Bulb-T, ranges per current preliminary design charts. Decreased number of sheets to 8.

03.07-1 thru -4 Removed obsolete items, added new items and updated descriptions and Specification references per the 2016 Specifications. Decreased number of sheets to 4.

03.08 Added new items and updated Specification references per the 2016 Specifications.

03.09-1 thru -8 Removed obsolete items, added new items and updated descriptions and Specification references per the 2016 Specifications. Increased number of sheets to 8.

03.10-1 thru -5 Removed obsolete items, added new items and updated descriptions and Specification references per the 2016 Specifications.

03.11-1 and -2 Added new items and updated descriptions and Specification references per the 2016 Specifications.

03.12-1 thru -6 Removed obsolete items, added new items and updated descriptions and Specification references per the 2016 Specifications. Increased number of sheets to 6.

CHAPTER 15: File Number Description of change(s) 15.TOC-1 and -2 Revised dates. 15.06-19 Removed unnecessary dimensioning from LAYOUT OF

BARRIER FOR PIER PROTECTION.

Page 3 August 17, 2016 REVISIONS:(cont’d) CHAPTER 17: File Number Description of change(s) 17.08, 17.09, 17.12 and Removed “VOL. V” from all footer File No. blocks. Changed last 17.13 revised dates only on sheets where other content was changed. 17.TOC-1, -6, -7 and -8 Revised dates. 17.01-3 and -4 Updated stone material type surrounding perforated pipe

underdrains for buried approach slabs. 17.02-3 Revised second series of columns in Spread Footing Data Table to

indicate the Strength Limit State. 17.08-24 thru -27 and -29 Updated drainage details at end of slab for deck slab extensions

with and without approach slabs. 17.09-3 thru -5 Revised CADD sheet number format. Made miscellaneous

drafting changes. 17.09-5 Added Note 7 with form requirements for deck slab extensions. 17.09-6 Revised Check List Note 6. 17.10-8 Updated CADD sheet number format, made miscellaneous drafting

changes and added Note with form requirements for Virginia Abutments.

17.10-10 Revised Check List Note 20. 17.12-3 and -5 Added SECTION THROUGH ABUTMENT for conventional

abutment with deck slab extension. 17.12-6 and -7 Clarified pipe underdrain and stone material types, details and

payment. Added Plan note for deck slab extensions without approach slabs.

17.13-5 Updated manual reference and bid item description to “Select Backfill (Abutment Zone).”

RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Prasad Nallapaneni, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

May 18, 2016 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: None REVISIONS: CHAPTER 1: File Number Description of change(s) 01.TOC, 01.00, 01.01, Removed “VOL. V” from all footer File No. blocks. Changed last and 01.12 thru 01.16 revised dates only on sheets where other content was changed. 01.TOC-1, -4 and -5 Revised dates. 01.00 Updated manual reference. 01.01-4 Revised file name format (CADD sheet number). 01.01-6 Revised file name composition (CADD sheet number), file name

format and document number. 01.01-7 Revised file name format (CADD sheet number) and document

number. 01.12-1, -2 and -4 Revised file name format (CADD sheet number). 01.13-8 Revised file name format (CADD sheet number). 01.14-1, -2, -4, -6 and -10 Revised file name format (CADD sheet number). 01.15-2 Revised file name format (CADD sheet number). 01.16-4 and -5 Revised file name format (CADD sheet number).

Page 2 May 18, 2016 REVISIONS:(cont’d) CHAPTER 2: File Number Description of change(s) 02.TOC, 02.00, 02.01, Removed “VOL. V” from all footer File No. blocks. Changed last 02.02 and 02.03 revised dates only on sheets where other content was changed. 02.TOC-1 Revised dates. 02.00 Updated list of major changes. 02.01-1 thru -6 Revised CADD sheet number format and General Notes. Updated

signature, sealing and copyright dates. 02.01-3 Added RR R/W limits to sample sheet. 02.01-10 Added RR R/W limits to Note 50 in check list. 02.02-6 Changed S223AG2 to S223AG3 and updated date. 02.02-7 Changed SS40603 to SS40605 and updated date. 02.02-8 Updated list for recently removed Special Provisions and

Supplemental Specifications. 02.03-2 Added new Construction Specification and effective dates.

Updated effective date for 6th Edition of AASHTO LRFD Bridge Design Specifications. Updated fifth, sixth, eighth and ninth Design references. Updated Standards reference and removed instruction to designer.

02.03-3 Removed prestressed deck panel explanation to the designer. Removed “Alternate” from Virginia Abutments in eighth note.

02.03-4 Updated AASHTO Guide Specification name in second note. Removed stud shear connector spacing and height note. Updated concrete class for superstructure in seventh note.

02.03-5 Removed CRR note referring to types. Updated CRR nomenclature and conformance reference in fourth and fifth note. Removed yield strengths and effective date from fifth note. Removed CRR experimental project notes and added two notes from next sheet.

02.03-6 Removed CRR experimental project note and moved two notes to previous sheet. Updated File No. reference to Section 15.01.

CHAPTER 6: File Number Description of change(s) 06.TOC and 06.04 Removed “VOL. V” from all footer File No. blocks. Changed last

revised dates only on sheets where other content was changed. 06.TOC-1 and -2 Revised dates. 06.04-1 Revised minimum shoulder width for signed shared roadway with

4-foot paved shoulders on approach. 06.04-2 Updated dates for references. 06.04-3 Revised grade language. 06.04-6 and -7 Revised Note B. Clarified 12” dimension shown is min. depth. 06.04-6 Revised “Pedestr. railing or” to “Pedestrian railing with” in sketch. 06.04-7 Revised “Pedestrian railing or” to “Bicycle railing with” in sketch.

Page 3 May 18, 2016 REVISIONS:(cont’d) CHAPTER 6 (cont’d): File Number Description of change(s) 06.04-8 and -9 Revised pedestrian fence/screening and railing notes in sketches. 06.04-8 Clarified 12” dimension is minimum depth. Revised sidewalk

width from 5’-6” to 6’-0” in Note B. 06.04-9 Added content to Note F. 06.04-10 Clarified minimum shoulder width for bicycle lane on roadway

with shoulders 06.04-12 and -13 Clarified 12” dimension is minimum depth. Revised bicycle

railing and pedestrian fence/screening notes in sketches. 06.04-14 Added content to Note H. 06.04-16 thru -18 Revised bicycle railing and pedestrian fence/screening notes in

sketches. 0.6.04-16 Clarified 12” dimension is minimum depth. CHAPTER 11: File Number Description of change(s) 11.TOC and 11.00 thru Removed “VOL. V” from all footer File No. blocks. Changed last 11.10 revised dates only on sheets where other content was changed. 11.TOC-1 thru -4 Revised dates. 11.00-1 and -2 Updated manual references and list of major changes. 11.01-2, 11.01-4 and Changed terminology to “bolted field” splice(s). 11.02-4 thru -6 11.03-3 thru -5 Changed “permissible field bolted splice” callouts to “bolted field

splice.” Revised CADD sheet number format. 11.03-3 Labeled bearing stiffener at pier and at abutment separately. 11.03-6 Changed terminology to “bolted field” splices in Notes 16 and 17. 11.04-2 Changed terminology to “bolted field” splice. 11-04-3 Revised sheet. Drew GIRDER ELEVATION to horizontal scale.

Revised CADD sheet number format. 11.04-4 Revised sheet. Revised CADD sheet number format. 11.04-5 and -6 Revised check list. 11.06-4 Updated camber note. 11.06-6 thru -8 and -11 Updated manual reference. 11.06-13 and -16 Changed “CL bearing at . . .” callouts to “Line thru center of

bearings . . .” in DEAD LOAD DEFLECTIONS and CAMBER diagrams respectively. Revised CADD sheet number format.

11.06-14 and -17 Changed callouts in Notes 2 and 3. 11.07-5 thru -12 Updated manual reference. 11.07-7 and -10 Revised sheet title. 11-08-1 and -3 Removed reference to VDOT Modifications to the LRFD

specification (current IIM-S&B-80). 11.08-3 Changed terminology to “bolted field” splices. 11.09-3 and -4 Revised CADD sheet number format.

Page 4 May 18, 2016 REVISIONS:(cont’d) CHAPTER 12: File Number Description of change(s) 12.TOC-1 and -2 Revised dates. 12.01-9 Provided definition of partially draped strand. 12.02-2 Revised units for Psi. 12.03-4 Revised definition of partially draped strand. 12.03-7 Revised concrete strength in sheet footer. 12.05-6 and 12.06-6 Updated construction tolerance to match current IIM-S&B-80. 12.05-8 and 12.06-8 Adjusted color scheme for black/white printing. 12.05-9 and 12.06-9 Updated third and fourth note and sketch callouts to correspond to

2016 Road and Bridge Specifications. 12.06-10 and -11 Updated sample waterproofing sheets. CHAPTER 15 File Number Description of change(s) 15.TOC, 15.00, 15.01, Removed “VOL. V” from all footer File No. blocks. 15.02 and 15.06 15.TOC-1 and -2 Revised dates. Inserted additional sheets in Sections 1, 2 and 6. 15.00 Updated list of major changes. 15.01-1 thru -8 Updated sheet and file numbers per additional sheets. 15.01-1 and -2 Updated wall/solid pier use and clarified cap requirements. 15.01-3 Repeated Chapter 12 post-tensioning prohibition where applicable. 15.01-4 and -5 Inserted Virginia Pier Cap and Virginia Pier Cap (Special

Circumstances) content including waterproofing membrane detail. 15.02-1 thru -16 Updated sheet and file numbers per additional sheet. 15.02-2 Updated reference in Note 4. 15.02-7 and -8 Moved wall/solid piers content to new sheet. Added wall/solid

pier exception to column vertical reinforcement content and added minimum requirements to wall/solid pier section.

15.02-10 Updated File No. reference. 15.02-11 Updated reference to Part 3 for prestressed piles. 15.06-1 thru -4 Updated pier protection hierarchy for new construction or bridge

replacement. Added hierarchy for existing piers. Updated additional requirements.

15.06-4 thru -7 Defined controlling points to determine required length of pier protection system. Provided sketches and requirements for one- and two-directional traffic, curved alignment, hammerhead piers and straddle bents.

15.06-8 Updated parallel pier barrier layout example. 15.06-5-9 and -10 Replaced previous barrier layout example. 15.06-6-11 thru -13 Replaced previous barrier layout example. 15.06-14 thru -16 Added barrier layout example for straddle bent. 15.06-17 thru -19 Added barrier layout example for curved alignment.

Page 5 May 18, 2016 REVISIONS:(cont’d) CHAPTER 17 File Number Description of change(s) 17.TOC, 17.00, 17.01, Removed “VOL. V” from all footer File No. blocks. Changed last 17.05, 17.07 and 17.10 revised dates only on sheets where other content was changed. 17.TOC-1 thru -5 Revised dates and expanded Section 1. All of Section 3 moved to

17.TOC-2. 17.TOC-7 Revised dates and removed “Alternate” from Section title. 17.00 Moved abutment definition previously on File No. 17.01-1 to this

sheet. Updated list of major changes. 17.01-1 Moved MSE wall strap sentence to File No. 17.01-8. Listed

abutment types covered in this chapter. Updated full integral abutment details and notes and added full integral abutment adjacent to MSE wall content.

17.01-2 Moved semi-integral abutment content previously on File No. 17.01-1 to this sheet and updated details and notes. Added semi-integral abutment adjacent to MSE wall content.

17.01-3 Added jointless abutment types for PSC voided slab or box beam superstructures as expansion of semi-integral content.

17.01-4 Moved conventional cantilever abutment with deck slab extension and Virginia Abutment content previously on File No. 17.01-2 to this sheet. Updated details and notes.

17.01-5 Added Virginia Abutment without tooth joint (with integral backwall and with deck slab extension) content.

17.01-6 Moved conventional cantilever abutment content previously on File No. 17.01-3 to this sheet and updated details and notes.

17.01-7 Added new sheet for MSE wall and GRS technology use and requirements including minimum distance between MSE wall panels and piling content.

17.01-8 Moved General Terminology content previously on File No. 17.01-4 to this sheet. Updated typical elevation and section description and shifted position of weepholes to fall between seats. Moved MSE wall strap sentence from File No. 17.01-1 and expanded content. Added steel pile sleeve content.

17.01-9 thru -13 Moved Abutment Type Selection Criteria content previously on File Nos. 17.01-5 thru -8 to these sheets restructuring and revising content significantly. Added “curved” column to selection criteria table for conventional cantilever with deck slab extension. Added design waiver content for abutment types.

17.01-14 Moved Selection Algorithm content previously on File No. 17.01-9 to this sheet and made miscellaneous updates to content and sketches.

17.01-15 and -16 Moved content previously on File Nos. 17.01-10 and -11 to this sheet and made miscellaneous updates to content.

17.03-25 Revised Note 5.

Page 6 May 18, 2016 REVISIONS:(cont’d) CHAPTER 17 (cont’d) File Number Description of change(s) 17.04-1 File No. references updated. Revised maximum abutment height

to match selection criteria. 17.05-3, -4, -7 and -8 Revised CADD sheet number format. Updated copyright and

sheet dates. 17.05-4 Revised concrete class and reinforcing steel types indicated in

Section B and Notes 2 and 3. 17.05-5 Updated File No. reference in Note 11. 17.05-6 Revised Note 16. 17.05-7 Revised temporary support note. Added temporary support

outlines to ELEVATION. 17.05-8 Revised concrete class and reinforcing steel types indicated in

Section B and Notes 2 and 3. Added temporary support details for PSC beam.

17.05-9 Updated File No. reference in Note 11. 17.06-1 File No. references updated. 17.07-3 thru -10 Revised CADD sheet number format. Updated copyright and

sheet dates. 17.07-7 Flipped AW0501 and AW0402/AW0503 positions in DETAIL G.

Revised AH0507 and AH0508 bar callouts in ELEVATION. 17.07-9 Made miscellaneous drafting revisions. 17.07-10 Revised SH0601, SH0603 and SH0604 bar callouts in Section A. 17.08-1 File No. references updated. 17.10-1 thru -10 Removed “Alternate” from Section title. 17.10-1 File No. references updated. Removed “Alternate” from

references to Virginia Abutments. 17.10-3 thru -8 Revised CADD sheet number format. Updated copyright and

sheet dates. 17.10-10 Updated manual reference in Note 20. CHAPTER 25 25.TOC and 25.02 Removed “Vol. V” from all footer File No. blocks. Changed last

revised dates only on sheets where other content was changed. 25.TOC-1 Revised dates. 25.02-8 and -9 Defined curvature, design ADT and highway types. Added

clarifying statements to general guidance. Updated example parameters and made corresponding changes to calculations.

Page 7 May 18, 2016 CHAPTER 30 File Number Description of change(s) 30.TOC, 30.00, 30.01, Removed “VOL. V” from all footer File No. blocks. Changed last 30.02 and 30.03 revised dates only on sheets where other content was changed. 30.TOC-1 Revised dates. 30.00-1 Updated manual references and miscellaneous wording. Updated

list of major changes and/or additions to past office practice. 30.01-1 Clarified applications listed are for protective screening purposes. 30.02-1 Updated manual references and removed Alternate Detail. 30.02-2 Added maximum opening content. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Prasad Nallapaneni, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

October 15, 2015 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: CHAPTER 12: File Number Description of change(s) 12.16-1 Added new section on Post-Tensioned Concrete. REVISIONS: CHAPTER 2: File Number Description of change(s) 02.TOC-1 and -2 Revised dates. 02.03-2 Updated effective date for 7th Edition of AASHTO LRFD

Specifications. 02.03-7 Removed waterproofing note for prestressed slabs and boxes. 02.04-6 Updated sample L&D title sheet signature block for Tier 1 project. 02.04-7 Updated sample L&D title sheet signature block for Tier 2 project. 02.04-8 and -10 Replaced Programming Division Director with Infrastructure

Investment Division Director and Chief of Planning and Programming with Chief Financial Officer at each location.

02.05-1 Replaced VDOT Project Manager with Locality Project Manager in Design-Build Note.

Page 2 October 15, 2015 REVISIONS:(cont’d) CHAPTER 6: File Number Description of change(s) 06.TOC-1 Revised dates. 06.02-1 Removed asterisks and corresponding note increasing shoulder to

14’ where the DDHV for truck traffic exceeds 250 vehicles/hour. CHAPTER 12: File Number Description of change(s) All files Removed “VOL. V” from all footer File No. blocks. Updated

Chapter title. Changed last revised dates only on sheets where other content was changed.

12.TOC-1 and -5 Revised dates and reduced number of sheets. 12.TOC-6 Removed sheet. 12.00-1 and -2 Updated list of major changes and/or additions. 12.01 Removed ASD strand properties, design strengths and prestress

losses content from section and renumbered sheets. Removed LRFD in sheet titles.

12.01-1 Updated File No. references and default strand diameter note. 12.01-2 Revised Non-Prestessed Corrosion Resistant Reinforcement

content to be in accordance with current IIM-S&B-81. Revised File No. reference.

12.01-7 and -8 Revised maximum safe working load criteria for hold-down devices.

12.01-9 Added subsection on design parameter influence on hold-down forces.

12.02-2 Removed ASD content from Camber due to prestress force at release. Defined es and e’.

12.02-3 Removed prestressed panel adjustment from ƩD definition. 12.03 Updated section title to match with Table of Contents and

renumbered sheets. Removed “precast” and used consistent section terminology throughout section.

12.03-1 Updated File No. references. Specified maximum compressive strength of concrete at release. Revised normal strand diameter for design.

12.03-2 Updated File No. references. 12.03-4 and -5 Updated and expanded preliminary bulb-T design parameters. 12.03-6 thru -8 Replaced preliminary bulb-T design tables with design charts and

updated for 0.6” diameter strand. Increased interval of beam spacing provided from 6” to 12”.

12.03-9 thru -10 Moved top flange sleeve details for deck drains content from before to after design charts.

Page 3 October 15, 2015 REVISIONS:(cont’d) CHAPTER 12 (cont’d): File Number Description of change(s) 12.04 Updated section title to match with Table of Contents and


12.04-1 Updated File No. references. Specified maximum compressive strength of concrete at release. Revised normal strand diameter for design.

12.04-2 Updated File No. references. 12.04-6 and -7 Updated and expanded preliminary I-beam design parameters. 12.04-8 Replaced preliminary I-beam design tables with single design chart

and updated for 0.6” diameter strand. 12.05 Updated section title to match with Table of Contents and


12.05-1 Prohibited use of voided slab with asphalt overlays on the Primary System. Clarified ADTT in table is for design year. Updated File No. reference. Changed Concrete and Reinforcement headers into subheaders. Revised normal strand diameter for design.

12.05-2 Added Concrete and Reinforcement subheaders to Composite Concrete Deck/Overlay with minimum reinforcement requirements. Removed effective flange width reference.

12.05-3 Clarified waterproofing requirements. 12.05-4 Added requirement for drip details and minimum distance from the

slab side to prestressing stands. Added callouts for void drain centerlines and asterisks note. Increased diameter of precast holes for transverse tendons to 3”.

12.05-6 and -7 Updated and expanded preliminary voided slab design parameters. 12.05-8 Replaced preliminary voided slab design tables with design chart

and updated for 0.5” diameter strands. 12.05-9 Replaced Longitudinal Shear Key Detail with to scale drawing

with updated content. Revised grout type and provided additional waterproofing membrane option.

12.06 Moved Prestressed Concrete Box Beam content from Section 8 to Section 6. Updated section title to match with Table of Contents and renumbered sheets. Removed “precast” and used consistent section terminology throughout section.

12.06-1 Prohibited use of box beams with asphalt overlays on the Primary System. Clarified ADTT in table is for design year. Updated File No. reference.

12.06-2 Updated File No. references. Changed Concrete and Reinforcement headers into subheaders. Revised normal strand diameter for design.

Page 4 October 15, 2015 REVISIONS:(cont’d) CHAPTER 12 (cont’d): File Number Description of change(s) 12.06-3 Added Concrete and Reinforcement subheaders to Composite

Concrete Deck/Overlay with minimum reinforcement requirements. Removed effective flange reference.

12.06-4 Clarified waterproofing requirements. 12.06-5 Increased diameter of precast holes for transverse tendons to 3”. 12.06-6 and -7 Added preliminary box beam design parameters. 12.06-8 Added preliminary box beam design chart for 0.5” diameter strand

and f’c equal to 5 ksi. 12.06-9 Moved longitudinal shear key detail and notes to new sheet and

revised. Revised grout type and provided additional waterproofing membrane option.

12.06-10 and -11 Added sample waterproofing detail sheets for box beams with asphalt overlays and concrete overlays.

12.07 Moved Prestressed Concrete Pile content from Section 6 to Section 7. Updated File No. references.

12.08 Moved Prestressed Concrete Deck Panel content from Section 7 to Section 8.

12.09-1 thru -3 Updated number of sheets. 12.09-4 Added content on alternate bearing details for voided slabs and box

beams. 12.10 Removed steel intermediate diaphragm details and notes already

provided on Standards PCBT-D1 and –D2 in Part 4 of this manual and renumbered sheets.

12.10-1 Revised General Information for intermediate steel diaphragms. Updated File No. reference.

12.11 Removed continuity diaphragm details and notes already provided on Standards PCBT-CLOS1 and –CLOS2 in Part 4 of this manual and renumbered sheets.

12.11-1 Added standard sheet information to General Information. Moved Continuity Diaphragm Thickness to next sheet.

12.11-2 Added Continuity Diaphragm Thickness content from previous sheet. Added Steel Dowels at Fixed Supports and Deck Slab Portion Cast Monolithic with Closure Diaphragm content.

12.11-3 Added BC05 bars to Reinforcement Detail A. 12.11-4 Added BC05 bars to Reinforcement Detail B. 12.12-1 thru -8 Updated number of sheets. 12.12-1 Updated File No. reference. 12.12-2 Clarified VDOT standard sheet detail intent for anchorage zone

stirrups requiring stirrups in anchorage zone to extend out of top flange to at least mid-depth of the deck slab.

12.12-3 Updated strand diameter and removed horizontal shear extensions into deck from BS04 series bars in top flange of details.

Page 5 October 15, 2015 REVISIONS:(cont’d) CHAPTER 12 (cont’d): File Number Description of change(s)

12.12-5 thru -8 Removed 0.5” diameter strand content and placed multiple beam depth tables on each sheet reducing total sheet number.

12.12-9 Added instructions for use of cells for standard PCBT-MISC2 including coordination with beam standard sheet.

12.13-2 thru -7 Added centerlines, lines thru centers of inserts and leader lines missing from previous versions of sample erection diagrams.

12.14-1 Indicated section type and layout for sample plan details. Revised reference to other Parts of this manual.

12.14-2 Removed joints at abutments. Removed end diaphragm callouts and changed “Face of backwall” to “End of slab” as semi-integral backwall is to be used. Adjusted span length and distance between end of slab and line thru centers of bearing. Added sheet reference for integral backwall details.

12.14-3 Replaced PCBT-77 standard sheet with current PCBT-53 standard sheet. Revised strand pattern and reinforcing steel spacing. Entered data for hold-down device.

12.14-4 Updated number, dimensions and lengths of bars in Reinforcing Steel Schedule.

12.14-5 Replaced TOP FLANGE AND WEB REINFORCEMENT DETAILS and BOTTOM FLANGE REINFORCEMENT END DETAILS with current cells and entered required spacing from Pretensioned Anchorage Zone Bulb-T Design Tables. Removed END DIAPHRAGM DETAILS. Added END VIEW AT INTEGRAL BACKWALL and END SECTION SHOWING LOCATION OF 1½” HOLES AT INTEGRAL BACKWALL.

12.14-6 Replaced PCBT-D2 standard sheet with current PCBT-D1 standard sheet.

12.14-7 Replaced PCBT-CLOS2 standard sheet with current PCBT-CLOS1 standard sheet.

12.14-8 Clarified modification instructions in Notes 1, 2, 4 and 15. Updated detail titles in Notes 3, 5, 6 and 7.

12.14-9 Added lap removal content to Note 17. 12.15-1 Removed AASHTO Standard specification reference. 12.15-3 Switched positions of Sections A-A and B-B in part section sketch. 12.15-4 and -5 Updated lap length in Note 7 and manual reference in Note 12.

Updated names and switched file positions of Sections A-A and B-B. Updated minimum lap shown in current Section B-B.

12.15-6 Changed Section B-B to Section C-C and Section A-A to Section D-D in part section sketch. Updated Section names in Note 3 and lap length in Note 7.

12.15-7 and -8 Updated manual reference in Note 11. Updated names and switched file positions of Sections C-C and D-D. Updated minimum lap shown in current Section D-D.

12.15-9 Updated title for Skewed Closure Diaphragm.

Page 6 October 15, 2015 REVISIONS:(cont’d) CHAPTER 17 File Number Description of change(s) 17.TOC-1, -2, -4, -5 and -8 Revised dates. 17.01-1 Added corrosion resistant reinforcing callout to footing in full

integral abutment sketch. 17.01-5 Updated design waiver approval authorities. 17.03-26 Updated BC05 and BC06 series bar positions in TYPICAL END

OF BEAM DETAIL AND SECTION A-A. 17.03-29 Revised Notes 4, 5 and 8. 17.05-8 Revised BC series details in SECTION B and sheet scale. 17.07-10 Revised BC series details in SECTION B. 17.13-2 thru -4 Revised “structural” to “structure” in each fill and cut detail

legend. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Prasad Nallapaneni, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

March 10, 2015 SUBJECT: Manual of the Structure and Bridge Division – Part 2 Design Aids – Typical Details MEMORANDUM TO: Holders of Manual VOIDED: None NEW ISSUES: None REVISIONS: CHAPTER 2: File Number Description of change(s) 02.TOC-1 Revised dates. 02.01-1 thru -6 Updated General Notes for current specifications and concrete

classes. 02.01-12 Added sub-header to second sketch. 02.03-2 Added currently adopted version of AASHTO LRFD Bride Design

Specifications and effective date for previous. 02.03-4 Revised concrete class note. 02.03-6 Added file references for Geotechnical Design Data Tables.

Moved bottom note to next sheet. 02.03-7 Added note from previous sheet. CHAPTER 6: File Number Description of change(s) 06.TOC-1 Revised dates. 06.02-16 Modified Note H to specifically state design exception/waiver

requirement where minimum vertical clearance cannot be met.

Page 2 March 10, 2015 REVISIONS:(cont’d) CHAPTER 7: File Number Description of change(s) 07.TOC Revised dates. 07.00 Replaced introduction and added major changes to past practice. 07.01-1 thru -3 Moved content from 07.100-1 thru -3 to this section. 07.02-1 thru -14 Completely replaced, restructured and updated Section 07.101

based on currently adopted ASHTO LRFD Specifications. 07.03-1 and -2 Moved content from 07.102-1 and -2 to this section. CHAPTER 10: File Number Description of change(s) 10.TOC-1 Revised dates. 10.00-1 Updated list of major changes to past practices. 10.01-1 thru -13 Updated sheet and file numbers due to additional sheet for

cantilever design requirements. 10.01-1 and -7 Updated file reference numbers. 10.01-5 and -6 Updated cantilever design requirements. 10.01-8 thru -10 Updated scale and clarified dimensioning in sketches. 10.01-13 Updated moment table reference. CHAPTER 15: File Number Description of change(s) 15.TOC-1 and -2 Revised dates. 15.01-1 Added statement on debris to Multi-Column Piers. 15.03-1 Revised dimension to PV09 series in Typical Section of Column. 15.06-1 thru -4, -6, -7 Clarified edge of roadway (traveled way) references in text and -10 thru -12 sketches. Added sketch to File No. 15.06-1. RETAIN THIS MEMO IN FRONT OF INDEX TO PART 2 /original signed/ Prasad Nallapaneni, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

September 12, 2014 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: None REVISIONS: CHAPTER 1: File Number Description of change(s) 01.TOC-1 and -4 thru -7 Revised dates. 01.00-1 Removed sheet 1 and 2 content and renumbered sheet 3 to sheet 1. 01.15-2 Added bullet on full-size plan sheets to second and third

subheaders. 01.19 Updated contact information and references to manual. 01.20-9 and -10 Updated estimated quantity table cells. 01.20-11 Updated General Notes cell. 01.20-19 thru -21 Updated notes, table references and “cut” limits when in CUT

SECTIONS in select backfill cells. 01.22-15 Updated part transverse section cells.

Page 2 September 12, 2014 REVISIONS:(cont’d) CHAPTER 2: File Number Description of change(s) 02.TOC-1 Revised dates. 02.01-1 thru -6 Updated General Notes for current capacity, specifications,

reinforcing steel, corrosion resistant reinforcing steel and geotechnical notes.

02.01-9 Added third sentence to Note 35. 02.03-2 Removed previous versions of AASHTO LRFD Bride Design

Specifications. 02.03-3 Removed previous version of Work Area Protection Manual for

bridge-only projects. Revised “Use” information for General Note where all structural steel is unpainted ASTM A709 Grade 50W steel.

02.03-4 Removed low permeability General Note. 02.03-6 Replaced geotechnical General Notes with LRFD versions. CHAPTER 3: File Number Description of change(s) 03.TOC-1 and -2 Revised dates. 03.01-1 thru -4 Added Select Material Type 1 Min. CBR 30 to the Substructure

Only Estimated Quantities table and removed Aggregate Base Material No. 21A or 21B from Miscellaneous / Road Items table.

03.01-5 Updated IIM reference in Note 5. 03.01-6 Removed unrelated reference from Note 17. 03.05-1 Updated references in General section. 03.05-3 Replaced voided aluminum rail content with select backfill

material information for Note 16. 03.06-1 Updated item code for Architectural Treatment. 03.06-8 Removed Aluminum, Texas C412 42” and Texas C412 54”

Railing bid items. 03.07-1 and -2 Added Architectural Treatment bid item. Moved bottom bid item

to next sheet. 03.07-4 Removed Aluminum Railing bid item. 03.07-5 Added footnote reference to Select Material Type 1 Min. CBR 30

bid item. 03.09-3 Removed Aluminum Railing bid item. 03.09-4 Removed Texas C412 42” and Texas C412 54” Railing bid items. 03.10-4 Removed Aluminum Railing bid item. Added footnote reference

to Select Material Type 1 Min. CBR 30 bid item.

Page 3 September 12, 2014 REVISIONS:(cont’d) CHAPTER 5: File Number Description of change(s) Chapter 5 Chapter 5 was entirely re-written and re-organized to provide

guidance and details for architectural treatment for bridge railing/parapet and substructure.

05.TOC-1 and -2 Totally revised to provide additional guidance, details, renderings for Architectural Treatment for substructures.

05.TOC-3 Added new sheet for Architectural Treatment for substructures. 05.00-1 Revised second paragraphs. 05.01-1 Revised paragraphs 1 thru 4 and added additional notes and

instructions for architecture treatment approval and design considerations. Moved content to next sheet.

05.01-2 Moved and revised content from previous sheet. 05.02-1 thru -11 Revised section and added new sheet to provide general

architectural treatment information using textures, colors and medallions for bridge railing/parapet and substructure.

05.03-1 and -2 Added new section to provide additional architectural treatment guidelines for parapets/railings and sculpted design options.

05.04-1 thru -13 Added new section to provide masonry options and general guidelines and details for architectural treatment for substructure.

05.05-1 thru -10 Revised texture renderings for BPB-3 series parapets and moved the renderings to new section.

05.06-1 thru -9 Revised texture renderings for BR27C/D series railings and moved the renderings to new section.

05.07-1 thru -4 Revised sculpted design renderings for BPB-3 series parapets and moved the renderings to new section.

05.08-1 thru -3 Revised sculpted design renderings for BR27C/D series railings and moved the renderings to new section.

05.09-1 thru -4 Revised medallion renderings for BR27C/D series railings and moved the renderings to new section.

05.10-1 thru -11 Added new section for substructure renderings. 05.11-1 thru -3 Added new section for cell library for substructures. CHAPTER 6: File Number Description of change(s) 06.TOC-1 and -3 Revised dates. 06.00 Updated list of major changes to past practices. 06.01-1 Revised decision maker to District Structure and Bridge Engineer

for projects under design in Implementation. 06.01-2 Extended vertical clearance requirements in Note H to include

potential future widening of bridge by one lane. 06.01-3 Changed desirable vertical clearance to required over abandoned

railway lines in Note H.

Page 4 September 12, 2014 REVISIONS:(cont’d) CHAPTER 6 (cont’d): File Number Description of change(s) 06.01-4 Added “for design geometrics” to the Note P header. Removed

Form LD-440 information and referenced Part 1 - Section Pre.02 for complete design exception information.

06.01-5 Moved one-lane bridge content under design waiver header and updated accordingly. Removed design waiver requirement where design geometrics are exceeded and changed exception list to example list. Added fourth example case where increase in geometrics is warranted. Split design waiver approval authority between State and District Structure and Bridge Engineers for projects based on System and design year ADT. Removed Form LD-448 information and referenced Part 1 - Section Pre.02 for complete design waiver information.

06.02-15 Clarified one-lane bridge note pertains to deck or superstructure replacement.

06.07-2 Removed form number from Note B. CHAPTER 7: File Number Description of change(s) 07.TOC Revised dates. 07.100-3 Updated “C”, “D” and “E” dimensions for No. 5 bent bar for slabs

and added double asterisk note. CHAPTER 9: File Number Description of change(s) 09.TOC-1 Revised dates. Added additional sample sheets to Section 2 and

renumbered subsequent files. 09.01-1 Added paragraph on architectural treatment. 09.02-1 Fixed File reference format and updated number of sheets. 09.02-2 thru -5 Updated Note numbers and number of sheets. 09.02-6 Inserted new Sample Transverse Section Sheet for Closure Pour. 09.02-7 Updated Note numbers, number of sheets and Transverse Section

dimensions. 09.02-8 Inserted new Sample Transverse Section Sheet for Architectural

Treatment. 09.02-9 and -10 Updated sheet and file numbers. Added third sentence to Note 6.

Moved Note 15 to next sheet. Inserted new Notes 18 thru 20 and renumbered subsequent notes.

Page 5 September 12, 2014 REVISIONS:(cont’d) CHAPTER 11: File Number Description of change(s) 11.TOC-1 and -4 Revised dates. 11.01-1 Added statement on FHWA Memorandum HIBT-10. Clarified

that example list of fracture critical structures applies both to vehicular and pedestrian bridges and includes trusses consisting of both tubular and/or open shapes. Added design waiver requirement for two beam/girder systems and trusses. Clarified that two beam/girder configurations during phased construction are not considered fracture critical. Made miscellaneous changes to Material notes including addition of pipe and tubing note and combining and moving notes between this and subsequent sheets.

11.01-2 Made miscellaneous changes to Material notes including moving notes between this and previous sheets. Revised Hauling Lengths/ Weights section and Rolled Beams section.

11.01-3 Clarified language under Cover Plates. Under Composite Sections, moved shear connector design information to File No. 11.02-9 and revised final paragraph on moment of inertia calculations. Updated final paragraph under Constructability.

11.01-4 Clarified Beam/Girder Elevation language. 11.02-1 Revised simple and continuous span sections. Revised and

restructured curved configuration contents under single header. Moved deck slab overhang content to next sheet. Added design waiver requirement for single point interchanges.

11.02-2 Revised splayed girder spacing limitation. Combined deck slab overhang content from previous sheet with existing content. Added pedestrian bridge content under Number of Beams/Girders.

11.02-4 Revised final paragraph under Minimum Web Thickness. 11.02-6 Clarified language in final paragraph under Shop Welded Splices. 11.02-9 Eliminated reference to shear connector requirements for

composite beams/girders by adding note from File No. 11.01-3. 11.02-10 Revised second paragraph and removed longitudinal stiffener from

sketch. Added bolted splice equivalent transverse stiffener note. 11.02-11 Revised Notes 1 and 2. 11.04-6 Added Note 24 to check list. 11.07-1 Moved designer responsibility note from subsequent sheet to

bottom of this sheet. 11.07-2 Moved designer responsibility note out of restriction list to

previous sheet and renumbered list. 11.08-1 thru -4 Clarified which content is applicable to steel pier caps and/or steel

box girders and made miscellaneous changes. 11.08-1 Defined steel pier caps. Revised minimum web height. 11.08-2 Removed design waiver requirement for layouts which include

steel pier caps at consecutive substructure locations.

Page 6 September 12, 2014 REVISIONS:(cont’d) CHAPTER 11 (cont’d): File Number Description of change(s) 11.08-3 Removed design waiver requirement for bottom access to pier cap/

box. Modified concrete slab requirement to accommodate both the ladder and generator.

11.08-4 Revised drawing sketch for first two paragraphs and clarified second paragraph language. Removed desirable fabrication dimensions from third paragraph. Added Federal Color Number.

11.08-5 Modified last paragraph. 11.08-6 Moved girder web fabrication notes to File No. 11.04-6 as Note 24. 11.09-1 Extended design waiver requirement to replacement projects for

existing truss structures. CHAPTER 12: File Number Description of change(s) 12.TOC-1 and -6 Revised dates and reduced number of sheets. Removed ASD

Sections for prestressed concrete bulb-T’s, I-beams, voided slabs and concrete piles. Revised section number for Continuity Diaphragms for I-beams section.

12.TOC-7 Removed sheet. 12.00-1 and -2 Updated list of major changes and/or additions. 12.01-2 Added Post Tensioned Tendon section. 12.03-1 Extended allowable concrete strength to 10,000 psi. 12.03-2 Removed weight and length restriction. Updated beam end detail

file reference. 12.04-1 Extended allowable concrete strength to 10,000 psi. 12.04-2 Removed weight and length restriction. 12.08-1 Clarified design waiver requirements. 12.08-2 Added requirement for drip details and minimum distance from the

box side to prestressing strands. 12.08-5 Added drip details and increased minimum distance in sections. 12.10-7 Revised threaded insert callout in Note 5. 12.10-9 Revised threaded insert callout in 6th paragraph. 12.10-12 Revised threaded insert callout in 6th paragraph. 12.10-15 Revised threaded insert callout in Note 6. 12.14-3 Revised threaded insert note. 12.14-6 Revised threaded insert note and made miscellaneous drafting

updates. 12.15 thru 12.18 Removed ASD sections 12.15 thru 12.18. 12.15 Moved previous Section 12.19 to 12.15 and updated File No.

references.

Page 7 September 12, 2014 REVISIONS:(cont’d) CHAPTER 15: File Number Description of change(s) 15.TOC-1 Revised dates. Added two additional files to Section 1. 15.01-1 thru -4 Updated number of sheets. 15.01-5 Added new sheet for Geotechnical Design Data Tables. 15.01-6 Added new sheet for Architectural Treatment for Piers. 15.03-1 thru -4 Added Geotechnical Design Data tables to sample sheets and

updated Note numbers. 15.03-6 Inserted new Notes 21, 22, 23, 24 and 25 and renumbered

subsequent notes. CHAPTER 17: File Number Description of change(s) 17.TOC-1 Revised dates. Added two additional sheets to Section 1 and two

additional sheets to Section 2. 17.TOC-2 and -4 thru -7 Revised dates. 17.TOC-8 Revised dates. Updated file names. 17.00-1 Removed design waiver approval authority. 17.01-1 thru -6 Revised number of sheets. 17.01-1 thru -3 Designated neat sections and clarified that integral backwalls are

subject to deck slab CRR requirements. 17.01-1 Added approval requirements for MSE wall strap use on abutment.

Clarified that full integral abutment is the only abutment type with one row of piles and set minimum footing width for semi-integral abutment.

17.01-5 Added approval authority for jointless bridge layouts exceeding limits. Added Virginia Alternate Abutment to hierarchy note, expanded Selection Hierarchy discussion and updated file reference. Moved Selection Criteria to next sheet.

17.01-6 Combined all Selection Criteria content on this sheet. Removed existing bridge layout examples and referenced next two sheets.

17.01-7 and -8 Added new sheets to provide expanded bridge layout examples. 17.01-9 thru -11 Revised number of sheets and sheet/file numbers due to insertion

of new sheets. 17.01-10 Revised Bridge Layout section bullet content. Added design

waiver approval authority to eliminate EPS material and revised backfill placement note under Backwalls. Moved Approach Slabs section to next sheet.

17.01-11 Added Approach Slabs section from previous sheet. 17.02-1 and -2 Revised number of sheets. 17.02-3 Added new sheet for Geotechnical Design Data Tables. 17.02-4 Added new sheet for Architectural Treatment for Abutments.

Page 8 September 12, 2014 REVISIONS:(cont’d) CHAPTER 17 (cont’d): File Number Description of change(s) 17.03-30 Made formula legible. 17.05-5 Updated detail title in Note 1 and File No. reference in Note 11. 17.05-6 Updated File No. reference in Note 28. Added Notes 30 and 31. 17.05-9 Updated detail title in Note 1 and File No. reference in Note 11. 17.05-10 Updated File No. reference in Note 27. Added Notes 29 and 30. 17.07-11 Moved Note 15 from subsequent sheet to this sheet. 17.07-12 Updated File No. reference in Note 30. Added Notes 32 and 33. 17.09-3 Moved elevation callouts from PLAN to ELEVATION, revised

elevation varies note and made miscellaneous drafting changes. 17.09-7 Updated File No. reference in Note 17. Added Notes 19 and 20. 17.10-9 Updated detail titles in Note 8. 17.10-10 Updated File No. reference in Note 23. Added Notes 25 and 26. 17.11-9 and -10 Matched other check list formatting, updated detail title in Note 8.

Moved Note 13 to sheet 9. Updated File No. reference in Note 19. Added Notes 21 and 22 to sheet 10.

17.13-1 Added note on approval for modified select backfill limits. 17.13-2 thru -4 Revised example details to indicate Table 1 and “cut” limits in

CUT SECTIONS. 17.13-5 Revised first and fourth plan sheet note and added fifth. Revised

first paragraph of Design and Estimated Quantity section. 17.13-6 Moved letter designation content to top of sheet, re-organized and

added EPS content. 17.13-7 Removed first paragraph and revised remaining paragraph. 17.13-8 Added Special Provision for Geotextile Stabilization Fabric. CHAPTER 25: File Number Description of change(s) 25.TOC-1 Revised dates. 25.00 Replaced design exception/waiver content in third paragraph with

statement prohibiting non-crash tested parapet/rail. 25.01-1 and -2 Added asterisks to Unit Weight column to BPB and BR27 standard

parapets/rails in table. Added asterisk note under table. 25.01-5 Fixed standard name for Concrete (Split) Median Barrier. 25.01-6 thru -8 Added asterisk note to sheet and marked appropriate dimensions

with asterisk in parapet/rail sections.

Page 9 September 12, 2014 REVISIONS:(cont’d) CHAPTER 30: File Number Description of change(s) 30.TOC-1 Revised dates. 30.01-1 Removed overpass structures over railroad facilities from

applications list. Split approval authority for other applications between the State and District Bridge Engineers. Revised documentation paragraph and added overpass definition.

CHAPTER 32: File Number Description of change(s) 32.TOC-1 Revised dates. 32.00-1 Updated number of sheets. 32.00-2 Added Performance Measures and Goals to chapter. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Prasad Nallapaneni, P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

January 16, 2014 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: None REVISIONS: CHAPTER 2: File Number Description of change(s) 02.TOC-1 Revised dates and inserted line for additional sheet. 02.02-1 thru -8 Revised Sheet and/or File Nos. due to additional sheet. 02.02-2 and -3 Updated File No. references. 02.02-4 Updated descriptions, revised notes and added column for pile

bents. Split to two pages. CHAPTER 6: File Number Description of change(s) 06.TOC-1 and -2 Revised dates. 06.04-6 thru -9, -12, -13 Revised pedestrian fencing callout in sketches to match pay item. and -16 thru -18

Page 2 January 16, 2014 REVISIONS:(cont’d) CHAPTER 9: File Number Description of change(s) 09.TOC-1 Revised dates. 09.02-2 thru -6 Revised dimensions in PART SECTION(S) from centerline of bars

to clearance of bars. Miscellaneous drafting updates. 09.02-4 Revised parapet type, shared path width and dimensions

accordingly. CHAPTER 10: File Number Description of change(s) 10.TOC-1 Revised dates. 10.00-1 Added fifth major change and/or addition to past office practice. 10.01-2 and -3 Revised distances from centerline of bars to clearance of bars.

Added, revised and/or deleted beam and/or girder centerline callouts.

10.01-4 Updated bar spacings in Deck Design Table. 10.01-7 thru -9 Revised distances from centerline of bars to clearance of bars and

variables in sketches. Updated calculations accordingly. 10.01-10 Revised distances from centerline of bars to clearance of bars.

Clarified longitudinal reinforcement requirements. 10.01-11 Revised distances from centerline of bars to clearance of bars. 10.01-12 Updated reference and added note. 10.02-2, 10.03-1 and Miscellaneous drafting updates. 10.03-2 CHAPTER 17: File Number Description of change(s) 17.TOC-1 and -6 Revised dates. 17.08-13 and -14 Revised value shown for havg in calculations. CHAPTER 25: File Number Description of change(s) 25.TOC-1 Revised dates. 25.01-2 Removed voided BR412-1 and -2 standards from table. 25.01-10 and -11 Removed voided BR412-1 and -2 sections and moved BRCAS

section from sheet 11 to sheet 10.

Page 3 January 16, 2014 REVISIONS:(cont’d) CHAPTER 30: File Number Description of change(s) 30.TOC-1 Revised title to match pay item and dates. 30.00-1 and 30.02-1 Revised title to match pay item. 30.01-1 and 30.03-1 Revised title and references to pedestrian fencing to match pay

item. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 3 /original signed/ Bryan J. Silvis, P.E. Structure and Bridge Division Engineering Services For: Kendal R. Walus, P.E. State Structure and Bridge Engineer




RICHMOND, 23219-2000 Gregory A. Whirley

COMMISSIONER

October 24, 2013 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:

None REVISIONS: CHAPTER 2: File Number Description of change(s) 02.TOC-1 Revised date of sheet. 02.03-7 Deleted the note pertaining to the inclusion of the approach slab in

the bridge contract. CHAPTER 3: File Number Description of change(s) 03.TOC-1 and -2 Revised date of sheets. 03.06-1 Added item, Concrete Parapet, 42”. 03.09-1 Added item, Concrete Parapet, 42”.

Page 2 October 24, 2013 REVISIONS (continued): CHAPTER 5: File Number Description of change(s) 05.TOC-1 Revised date of sheets and added new sheet 10 to section 05.03. 05.01-1 Revised spelling of “ARCHITECTURAL” in title. 05.02-1 thru -5 Revised spelling of “RAILINGS” in title. 05.02-2 and -3 Added BPB-4 series to list of rails eligible to receive architectural

treatment. 05.03-1 thru -9 Revised number of sheets, date of sheets and spelling of

“ARCHITECTURAL” in title. 05.03-10 Added texture sheet for BPB-4 series parapet (42” F-Shape). CHAPTER 11: File Number Description of change(s) 11.TOC-1 and -4 Revised date of sheets. 11.01-1 Under Materials, revised ASTM A709 Grade HPS 50W to ASTM

A709 Grade 50, galvanized or painted for use with trusses. 11.09-1 Under Steel Trusses, revised notes to require design waiver for

design year ADT < 400. CHAPTER 25: File Number Description of change(s) 25.TOC-1 Revised date of sheet. 25.01-1 Added 32” height to concrete parapet and added items, Concrete

Parapet, 42”, BPB-4A, BPB-4B, BPB-4C and BPB-4D. Revised the usage of standards for BR27C-14, BR27C-15 and BR27D-10.

25.01-2 Added (Side Mount) to BTB-1 and added item, Thrie - Beam Guardrail, BTB-2.

25.01-3 Revised the usage of standards for BR27C-13, BR27C-14, BR27C-15, BR27D-9 and BR27D-10.

25.01-6 Added details for Concrete Parapet, 42”, BPB-4A, BPB-4B, BPB-4C and BPB-4D.

25.01-7 Added “Top of deck slab” to BR27C-15. 25.01-13 Added details for Thrie - Beam Guardrail, BTB-2.

Page 3 October 24, 2013 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

October 1, 2013 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:

CHAPTER 6: File Number Description of change(s) 06.08-1 thru 11 New section (Bridge Only Project Considerations) issued. REVISIONS: CHAPTER 2: File Number Description of change(s) 02.TOC-1 Revised date of applicable sheets 02.03-2 Moved contents from next page. Added note for AASHTO LRFD

Bridge Design Specifications, 6th Edition and updated note for LRFD Guide Specifications for Design of Pedestrian Bridges.

Page 2 October 1, 2013 REVISIONS (continued): CHAPTER 2 (continued): File Number Description of change(s) 02.03-3 Moved contents to previous page. Modified the instructions for

note for design loading. Use 20 psf allowance for beam spans and 10 psf allowance for box beams or voided slabs. Added additional note and instructions for 15 psf allowance for future wearing surface.

CHAPTER 6: File Number Description of change(s) 06.TOC-1, -2 and -3 Revised date of applicable sheets, moved portions of Table of

Contents to next and/or additional sheet. Included new section content.

06.00 Replaced major changes to past practices list. 06.03-1 Added note for sign convention next to braking distance and

stopping sight distance equations. 06.03-2 and -4 Updated year of AASHTO reference. 06.03-5 Updated year of AASHTO reference. Revised radii and curve

correction factors in Table 2 and radius in second note accordingly. 06.03-7 Updated minimum clearance values in Protection Required

sketches and corresponding design speeds. Revised Note E. 06.06-4 Updated AASHTO LRFD article references and removed edition.

Removed protection and collision force requirements from previous AASHTO LRFD editions for structures over railroads.

CHAPTER 15: File Number Description of change(s) 15.TOC-1 and -2 Revised date of applicable sheets. 15.06-1 Added qualifier to Note 3 of pier protection hierarchy and

additional paragraph below Note 4 on cost comparisons. Moved notes at bottom to next sheet.

15.06-2 Added notes from previous sheet.

Page 3 October 1, 2013 REVISIONS (continued): CHAPTER 25: File Number Description of change(s) 25.TOC-1 Revised date of applicable sheets. 25.01-2 Revised unit weight from 289 to 326 for BRCAS. Added

preliminary to the first sentence of the unit weight note. 25.01-9 Revised dimension 1” to 1 1/2” for window Type A. 25.01-11 Added dimension 1’-2 1/2” for BRCAS. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

August 30, 2013 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 Number Description of change(s) Chapter 5 Chapter renamed and totally revised to provide guidance and

details for architectural treatment. REVISIONS: File Number Description of change(s) TABLE OF CONTENTS TOC-i Renamed Chapter 5, Architectural Treatment.

Page 2 August 30, 2013 REVISIONS (continued): File Number Description of change(s) CHAPTER 3: File Number Description of change(s) 03.TOC-1, -2 &-3 Revised date of sheet and added additional sheet #6 to section

03.09. 03.06-1 Added items Architectural Treatment and moved items to next

page. 03.06-2 thru 9 Moved items to next page. 03.06-2 Deleted item, Epoxy Coated Reinforcing Steel. 03.06-8 Added items Railing, California ST-20S, GC 8000, Illinois Steel,

Massachusetts S3, 42 in., Massachusetts S3, 54 in., SBD01d, Texas C411, 42 in., C411, 54 in., C412, 42 in. and C412, 54 in.

03.07-2 Deleted item, Epoxy Coated Reinforcing Steel. 03.09-1 thru 5 Moved items to next page. 03.09-2 Deleted item, Epoxy Coated Reinforcing Steel. 03.09-4 Added items Railing, California ST-20S, GC 8000, Illinois Steel,

Massachusetts S3, 42 in., Massachusetts S3, 54 in., SB01d, Texas C411, 42 in., C411, 54 in., C412, 42 in. and C412, 54 in.

03.10-2 Deleted item, Epoxy Coated Reinforcing Steel. 03.12-1 Added items Guardrail, Thrie Beam. CHAPTER 25: File Number Description of change(s) 25.TOC-1 Revised date of sheet and added three new sheets to section 25.01. 25.01-1 Moved items from next page. 25.01-2 Added items BR411-1, BR411-2, BR412-1, BR412-2, BRGC8,

BRCAS, BRMA-1, BRMA-2 and BRSBD. 25.01-3 Revised sheet number. 25.01-4 Moved details of BIR railings from next page and revised sheet

number. 25.01-5 Moved details of BPB railings from next page and revised sheet number.

Page 3 August 30, 2013 REVISIONS (continued): File Number Description of change(s) 25.01-6, -7 and -8 Moved contents from other pages and revised sheet number. 25.01-9 thru -13 Added details for railings BR411-1, BR411-2, BR412-1, BR412-2,

BRGC8, BRCAS, BRMA-1, BRMA-2 and BRSBD. 25.03-2 Under Bid Items, revised the designation for Traffic Barrier

Service. 25.03-5 Omitted text and replace with note referencing to Chapter 5. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

July 22, 2013

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:


Chapter 29 New chapter (Utilities Attached to Bridge Structures) issued.

REVISIONS:


TABLE of CONTENTS:


TOC- i & ii Revised title of Chapter 11 and 29.

Page 2

July 22, 2013

REVISIONS (continued):


CHAPTER 2:


02.TOC-1 Revised date of sheet.

02.02-5 Deleted Special Provision S223AGO and S223AG1.

02.02-6 Revised dates for Supplemental Specification SS40102

and SS40703. Added Supplemental Specification SS423 and

deleted SS40602.

02.02-7 Added Special Provision S223AGO, S223AG1 and Supplemental

Specification SS40602. Made some editorial changes.

CHAPTER 3:


03.TOC-1&2 Revised date of sheet.

03.07-3 Added item Geocomposite Wall Drain.

CHAPTER 5:


05.TOC-1 Revised “Geometry” to “Aesthetics” in Title and date of sheet.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2

/original signed/

Julius F. J. Völgyi, Jr., P.E.

Assistant State Structure and Bridge Engineer

For: Kendal R. Walus, P.E.

State Structure and Bridge Engineer





COMMISSIONER

June 10, 2013

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:

None

REVISIONS:


CHAPTER 2:


02.TOC-1 Revised date of sheet.

02.02-4 Revised reference for scour determination procedures to VDOT

Drainage Manual, Chapter 12.

02.03-4 Revised concrete note for superstructure/substructure.

Page 2

June 10, 2013

REVISIONS (continued):


CHAPTER 11:


11.TOC-1 and -4 Revised date of sheet.

11.01-1 Added additional guidance on fracture critical structures/elements

and moved contents to next page.

11.01-2, -3 and -4 Moved contents to next page(s).

11.08-1 Revised FRACTURE CRITICAL.

11.09-1 After list of information, added “See also file no. 11.01-1.”

CHAPTER 17:


17.TOC-1,-2 and -7 Revised date of sheet.

17.03-7 Revised “Line thru centers of bearings” to “Line thru centers of

bearing” in both details to agree with other sections throughout

manual.

17.03-13 and Revised footing reinforcing steel dimensions to agree with details.

17.11-7

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2

/original signed/

Julius F. J. Völgyi, Jr., P.E.

Assistant State Structure and Bridge Engineer

For: Kendal R. Walus, P.E.

State Structure and Bridge Engineer





COMMISSIONER

March 27, 2013 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:

None REVISIONS: File Number Description of change(s) CHAPTER 2: File Number Description of change(s) 02.TOC-1 Revised date of sheet. 02.03-4 Deleted “prestressed members” from concrete note; added

instruction to designer; added prestressed note from next page. 02.03-5 Moved prestressed note to previous page.

Page 2 March 27, 2013 REVISIONS (continued): File Number Description of change(s) CHAPTER 11: File Number Description of change(s) 11.TOC-1 thru 4 Revised date of sheet. 10.00-1 thru 11.10-10 Major revision to entire chapter.

Major changes and/or additions to the past office practice (Volume V – Part 2) are as follows:

1. Guidance on design and detailing noted in the LRFD specifications added to this chapter.

2. Sample plan sheets added (framing plans, girder elevations, camber and dead load deflections, etc.).

3. Sample plan and guidance for steel truss structures.

4. Guidance on design/detailing added for steel pier caps (straddle bents) and

box beams. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

December 14, 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:

None REVISIONS: File Number Description of change(s) CHAPTER 10: File Number Description of change(s) 10.TOC-1 Revised date of sheet. 10.02-1 Added concrete bolster detail. 10.02-2 Added deck slab retrofitting detail.

Page 2 December 14 2012 REVISIONS (continued): File Number Description of change(s) CHAPTER 15: File Number Description of change(s) 15.TOC-1 and 2 Revised date of sheet. 15.06-1 thru 13 Added new section entitled “Pier Protection System” to

supplement information for Pier Protection Standards in Manual of the Structure and Bridge Division, Volume V - Part 3.

File Number Description of change(s) CHAPTER 19: File Number Description of change(s) 19.TOC-1 Revised date of sheet. 19.103-1 Added sleeper pad details. CHAPTER 30: File Number Description of change(s) 30.TOC-1 Revised date of sheet. 30.00-1 Added an introduction. 30.01-1 Added first two paragraphs to new Section 30.00 and revised the

fifth paragraph under applications for clarity. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

September 26, 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:

None REVISIONS: File Number Description of change(s) CHAPTER 22: File Number Description of change(s) 22.TOC-1 Revised date of sheet. 22.01-10 Revised the design speed from 45 mph to 50 mph in table.

Page 2 August 26, 2012 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER


None REVISIONS: File Number Description of change(s) CHAPTER 12: 12.TOC-1 and -3 Revised date of sheet. 12.05-1 and 12.08-1 Changed Urban Principal Arterial to Urban/Rural Principal

Arterial in functional classification.






COMMISSIONER


None REVISIONS: File Number Description of change(s) CHAPTER 2: 02.TOC-1 Revised date of sheet. 02.02-5 Replaced Special Provision S233A with S223AG0; added S pecial

Provision S 223AG1 and S223AG2; m oved item s to next page; added clarification for advertisement date.

02.02-6 Added items from previous page; deleted Supplem ental SS223; replaced Supplemental SS406 w ith SS40602; added Supplem ental SS40603; added clarification for advertisement date.

02.02-7 Added Supplemental SS22301 to voided list.

Page 2 August 22, 2012 REVISIONS (continued): File Number Description of change(s) CHAPTER 2: (cont’d.) 02.03-5 Reinforcing Steel Notes: Repl aced “Supplemental Specifications”

with “Special Provis ions in first an d third note, replaced “Class (type)” with “type” in first note; added “ and the ad date is before March 2013” in second note; added “Corrosion Resistant Reinforcing Steel” to Class III a nd “and the ad date is March 2013 or later” in third note.

CHAPTER 3: File Number Description of change(s) 03.TOC-1 Revised date of applicable sheet. 03.01-1 thru -4 Corrected left margin for Item , Corrosion Resi stant Reinforcing

Steel. CHAPTER 6: File Number Description of change(s) 06.TOC-1 and -2 Revised date of applicable sheets. 06.04-6 Added “where wider than 8 feet” in Note D. 06.04-7 Replaced “PEDESTRIAN” with “SHARED USE PATH (SUP).” CHAPTER 9: File Number Description of change(s) 09.TOC-1 Revised date of sheet. 09.02-6 Revised spacing of girders; corrected top of sidewalk under railing.






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 Number Description of change(s) Chapter 9 New chapter (Transverse Section) issued. REVISIONS: File Number Description of change(s) CHAPTER 1: 01. TOC-1, -5 thru -7 Revised date of a pplicable sheets. Deleted sheet 01.22-11 and

renumbered sheets in section 01.22 to reflect a total of 16 sheets.

Page 2 July 9, 2012 REVISIONS (continued): File Number Description of change(s) CHAPTER 1: (Cont’d) 01.20-8 Deleted cells CS1 and CS2 as 27” tall Kansas Corral Rail has been

VOIDED. 01.20-9 and -10 Modified cells ESTQ1 thru ESTQ3 to reflect revisions to Chapter

3. 01.22-1 thru -5 Renamed the cells and sta ndards in description to m atch earlier

revision to the standards. 01.22-1 Replaced BC1L with BC12L and BC1R with BC12R in cell nam e

and BR27C-1 and -2 with BR27C-12 in description. 01.22-2 Replaced BC6L with BC13L, BC6R with BC13R and BC8L with

BC14L in cell nam e. Replaced BR27C-6 and -7 with BR27C-13 and BR27C-8 and -9 with BR27C-14 in description.

01.22-3 Replaced B C8R with BC14R, BC10L with BC15L and BC10R with BC15R in cell name. Replaced BR27C-8 and -9 with B R27C-14 and BR27C-10 and -11 with BR27C-15 in description.

01.22-4 Replaced B D1L with BD8L, BD 1R with BD8R and BD4L with BD9L in cell name. Replaced BR27D-1 and -2 with BR27D-8 and BR27D-4 and -5 with BR27C-9 in description.

01.22-5 Replaced BD4R with BD9R, BD 6L with BD10 L and BD6R with BD10R in cell nam e. Replaced BR 27D-4 and -5 with BR27D-9 and BR27D-6 and -7 with BR27C-10 in description.

01.22-11 Deleted cells KCCL3, KCCR3, KCL3 and KCR3 as 27” tall Kansas Corral Rail has been VOIDED.

CHAPTER 2: File Number Description of change(s) 02. TOC-1 Revised date of sheet. 02.02-5 Added “Supplem ental Specifications” in first paragraph and

additional guidance to items S223A, S403B, S403C and S403D. 02.02-6 Revised issue date for item s SSMCOM, SS217 and SU404.

Added items SS223 and SS406 and added “EPS” to description of item SU421.

02.03-5 Revised the fourth note to desi gnate corrosion resistant reinforcing as Class in notes to designer. Inserted new note for CRR st eel for projects advertised after Feb. 2013. Replaced “Special Prov ision” with “Supplemental Specification.”

02.03-6 and -7 Moved note from previous page.

Page 3 July 9, 2012 REVISIONS (continued): CHAPTER 3: File Number Description of change(s) 03.TOC-1 and -2 Revised date of applicable sheets. 03.01-1 thru -4 Added note to bottom of Estimated Quantities-Superstructure Only

table to indicate that quantity for grooving includes approach slabs. Replace “L ow Carbon/Chrom ium” with “Class I” and “Solid Stainless” with “Class III” in Estimated Quantities Table.

03.06-1 Deleted 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).

03.06-7 Deleted item codes 62030 and 62031 as 27” Kansas Corral Rail has been VOIDED.

03.06-1 thru -8 Moved contents to next page. 03.07-1 Deleted 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).



68104. 03.09-2 Added items Corrosion Resistant Reinforcing Steel, Class I (item

code 68091), Class II (item code 68092) and Class III (item code 68093).



69104. Added items Corrosion Resistant Reinforcing Steel, Class I (item code 69091), Class II (item code 69092) and Class III (item code 69093). Deleted item Corrosion Resistant Reinforcing Steel and item code 69104.


03.10-1 thru -3 Moved contents to next page.

Page 4 July 9, 2012 REVISIONS (continued): CHAPTER 6: 06. TOC-1 and -2 Revised date of applicable sheets. 06.00 Updated list of major changes. 06.01-1 Clarified note on implementation of changes. Added note on 1 : 1

½ slopes to require approval of District Materials Engineer. 06.01-3 Added note on retaining wall adjacent to ro adway. Updated

reference. Moved part of L to next page. 06.01-4 Added note O on RRR. Update d note references. Updated

language on Design Waivers/Exce ptions. Moved language on two-way traffic to appropriate classifications.

06.02-1 and -2 Added note on vertical clearance design exception. 06.02-3 Added note on vertical clearan ce design exception. Added note F

bridges carrying two-way traffic. 06.02-4 Added minimum shoulder requirements for 4 foot paved shoulders.

Added note on vertical clearance design exception/waiver. 06.02-5 Minimum bridge width for RRR in creased to allow for attachm ent

of guardrail. Added note on vertical clea rance design exception/waiver.

06.02-6 Added note on vertical clearance design exception. 06.02-7 Updated references. 06.02-8 Added note on vertical clearance design exception/waiver. A dded

note F bridges carrying two-way traffic. 06.02-9 Added minimum shoulder requirements for 4 foot paved shoulders.

Updated references. 06.02-10 Added note on vertical clearance design exception/waiver. 06.02-11 Updated references. 06.02-12 Added note on vertical clearance design exception/waiver. 06.02-13 Added note on vertical clearance design exception. Increased right

shoulder to 10 feet to m atch revision to VDOT Road Design Manual.

06.02-15 Minimum bridge width increased by 2 feet for bridges with ADT under 750. Updated reference.

06.02-16 Corrected spelling note H. 06.04 Entire section revis ed to m ove access ibility requirem ents for

pedestrian and/or bicy cle faciliti es to front of section. The following item s are added/updated: Trail added to types of pedestrian a nd/or bicyc le f acilities and additio nal term s def ined, barrier requirem ents updated for signed shared roadway, grade requirements updated, construction tolerance and handrail on timber railing requirem ents added, and note on vertical clearances design exception.

06.07-1 Updated references.

Page 5 July 9, 2012 REVISIONS (continued): File Number Description of change(s) CHAPTER 6: (Cont’d) 06.07-2 Updated ref erences. Notes A and B updated to reflect approval

authority f or elim ination of approach slabs to be District Bridge Engineer. Deleted Note C.

06.07-3 Updated references. Added Note I approach slabs to be grooved. 06.07-4 Updated references. Added language to Note J on paym ent for

grooving. Added Note L. CHAPTER 15: File Number Description of change(s) 15. TOC-1 Revised date of sheet. 15.01-3 Revised fracture critical note for steel integral caps. CHAPTER 22: File Number Description of change(s) 22. TOC-1 and -3 Revised date of applicable sheets. 22.06-1 Deleted “Details” from reference to Chapter 17. 22.07-1 Revised the chapter reference to refer to Chapter 17: Abutments. CHAPTER 25: File Number Description of change(s) 25. TOC-1 Revised date of sheet. 25.00 Revised the second paragraph to refer to Note P on File Nos.

06.01-4 and -5. 25.01-1 thru -3 Deleted and renamed standards to match earlier revision. 25.01-1and -2 Deleted 27” Kansas Cor ral Rails (BCR-series) and revised BR27C

series and BR27D series rails to agree with Manual of the Structure and Bridge Division, Volume V-Part 3.

25.01-3 Updated and revised usage of standards. 25.01-4 Deleted Railings, BCR-1 and BCR-2.

Page 6 July 9, 2012 REVISIONS (continued): File Number Description of change(s) CHAPTER 25: (Cont’d) 25.01-5 Added BIR-4 and BIR-5 under Illinois Railing. 25.01-6 Added BPB-3C and BPB-3D under Concrete Parapet. 25.01-7 Replaced BR27C-1 and -2 with BR 27C-12, BR27C-6 and -7 with

BR27C-13, BR27C-8 and -9 with B R27C-14 and BR27C-10 and -11 with BR27C-15.

25.01-8 Replaced BR27D-1 and -2 with BR27D-8, BR27D-4 and -5 with 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) None NEW ISSUES: File Number Description of change(s) None

Page 2 May 24, 2012 REVISIONS: File Number Description of change(s) TABLE OF CONTENTS: TOC-I Added “includes jointless philosophy” to title of Chapter 17. CHAPTER 6: 06.TOC-1 Revised date of applicable sheets. 06.01-2 Added a note to provide m inimum vertical clearance of 18’-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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) Chapter 20 Contents combined with Chapter 17, Abutment Details. NEW ISSUES: File Number Description of change(s) Chapter 17 Chapter expanded and combined with former Chapter 20. Chapter 32 New chapter (Maintenance and Repair) issued.

Page 2 February 6, 2012 REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1, -5 thru -7 Revised date of applicable sheets. 01.20-3 Renamed cell CHRA to HRA1 and added cell HRA2. Moved cell

HRA1 and added cell HRA2 to File No. 01.20-12. 01.20-12 Moved cells from File No. 01.20-3. 01.20-13 and -14 Moved portion of contents to next page. 01.20-19 and -20 Replaced cells SBFL1 thru SBFL3 with SBC1 thru SBC3 for cu t

sections and SBF1 thru SBF3 f or fill s ections. Added stru ctural excavation limits for abutments in cut and fill sections.

CHAPTER 3: 03.TOC-1 Revised date of sheet. 03.01-2 Added reference to new Note 19 under Estimated Quantities –

Superstructure Only. 03.01-3 and -4 Added reference to new Note 19 under Estimated Quantities –

Superstructure Only. Deleted the n ote ref erring to “Lum p Sum including the weight of Grade 36 steel.”

03.01-6 Added Note 19 to clarify that stru ctural steel is always a lump sum bid item.






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 Number Description of change(s) 20.06-9 Moved and expanded details to file no. 20.11-1 thru -10. NEW ISSUES: File Number Description of change(s) 20.TOC-7 and -8 Added blank sheet and new sheet with section for Virginia

alternate backwall. 20.11-1 thru -10 Added new section; Virginia alternate backwall sample plans.

Page 2 November 4, 2011 REVISIONS: File Number Description of change(s) CHAPTER 20: 20.TOC-1 thru -6 Revised date of applicable sheets. 20.01-1 Added a section on ab utment type selection criteria, om itted the

section on design waivers and revised the section on selection hierarchy.

20.01-2 Moved items from previous page. 20.01-5 Added the Virginia alternate backwall option to the selection

algorithm. Revised the algorith m to allow the conventional abutments with joints use only with the appr oval of th e State Structure and Bridge Engineer.

20.6-10 thru -12 Moved content to 20.6-9 th ru 20.6-11. 20.6-12 in tentionally lef t blank.






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 Number Description of change(s) None NEW ISSUES: File Number Description of change(s) None

Page 2 October 12, 2011 REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1 and -6 Revised date of applicable sheets. 01.20-19 and -20 Revised cells SBFL1 thru SBFL3 to show 21A and 21B m aterial

as alternate to select backfill. CHAPTER 2: 02.TOC-1 and -2 Revised date of applicable sheets. 02.03-4 Added note to require the spacing and height of stud shear

connectors be shown on the shop plans. 02.03-5 Moved note from previous page. 02.04-11 Added clarification to guideline s for Tier 1 projects with road

plans. CHAPTER 25: 25.TOC-1 Revised dates of applicable sheets. 25.03-3 Omitted the reference to welded wire fabric and replaced epoxy

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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) CHAPTER 10: 10.02-1 thru -24 Deleted Deck Slab Design – AS D section. All projects are to be

designed using LRFD effective July 1, 2011 PAC date. NEW ISSUES: File Number Description of change(s) CHAPTER 1:

01.20-15 Inserted new page. Added new cell PDD4 for Tier 1 projects.

Moved cells PDD3 and PE from 01.20-14. 01.20-26 Added blank sheet CHAPTER 2: 02.04-6 Added new sheet showing L&D Title Sheet Signature Blo ck for

Tier 1. 02.04-11 Added new sheet for Tier 1 project title sheets. 02.04-14 Added blank sheet.

Page 2 July 1, 2011 REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1, -5 and -6 Revised date of applicable sheets. 01.16-2 Updated language for T ier 1 project im plementation. Corrected

column for Advertisement. 01.20-1 thru -13 Updated date and number of sheets. 01.20-14 Moved cells PDD3 and PE to 01.20-15. 01.20-16 thru -25 Moved cells currently shown on 01.20-15 thru -24 to next page. CHAPTER 2 02.TOC-1 and -2 Revised dates of applicable sheets. 02.02-5 Added items S404G and S404H . Moved item SSMCON to next

sheet. 02.02-6 Revised date on item SS217 to 04-12-2010 and item s SS405 and

SS407 to 12-20-2010. Added items SS401, SS404, SS408 and SU404. Added definition for “ SU ”.

02.03-3 Added New Note on Work Ar ea Protection Manual, June 2011 effective January 1, 2012. Moved last note to next page.

02.03-4 Moved last note to next page. 02.03-5 Added language to CRR note to confor m to language shown in

current I&IM 81. 02.04-1 Updated reference from MDL palette to MDL task bar. 02.04-2 and -3 Revised date of sheet and total number of sheets. 02.04-4 Added instructions for signatures for Tier 1 projects and added

“For Tier 2 ” to existin g instru ction. Moved part of instructions from Number 9 and 10 to next page.

02.04-5 Update “bridge only” instructions for Tier 1 and Tier 2. Updated reference from MDL palette to MDL task bar.

02.04-7 Content moved from 02.04-5. Up dated to show L&D Title Sheet Signature Block for Tier 2.

02.04-8 Content moved from 02.04-6. Added “For Tier 2” to instructions. 02.04-9 Content moved from 02.04-7. Added “For Tier 2” to instructions.

Deleted note on road plans. 02.04-10 Content moved from 02.04-8. Adde d “For Tier 2” to instructions.

Deleted note on road plans. 02.04-12 and -13 Content moved from 02.04-9 and -10. Revised date of sheet and

total number of sheets.

Page 3 July 1, 2011 CHAPTER 5 05.TOC Revised dates of applicable sheet. 05.01 Added note on drainage considerations. CHAPTER 7 07.TOC Revised dates of applicable sheets. 07.101-1 Corrected File No. ref erence. D eleted note on epoxy coated

rebars. CHAPTER 10 10.TOC-1 and -2 Revised dates of applicab le sheets. Deleted Deck Slab Design –

ASD Section from table of contents. 10.01-1 Added Note E clarifying the use of hooks for deck reinforcement. CHAPTER 15 15.TOC-1 Revised dates of applicable sheet. 15.01-1 Added note on drainage. CHAPTER 22 22.TOC-1 and -2 Revised dates of applicable sheet. 22.04-2 Revised 1st sentence. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) None REVISIONS: File Number Description of change(s) CHAPTER 2 02.TOC-1 Revised date of applicable sheets. 02.03-1 Updated total number of sheets 02.03-2 GENERAL NOTES is revised to reflect LRFD edition for use on

projects with a PAC meeting date after July 1, 2011. 02.03-3 thru -8 Moved Notes from previous sheets to provide room for ne w 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) CHAPTER 15: 15.TOC-1 and -2 Revised date of applicable sheets. 15.04-2 Revised first paragraph of “Temperature and Shrinkage Forces” to

agree with current IIM-S&B-80. 15.04-4,-5 and -6 Capitalized variable for maximum elatomeric shearing resistance

and updated range per AASHTO LRFD specifications. Revised ∆temp formula and related calculations/results.

15.04-8 Capitalized variable for maximum elatomeric shearing resistance and updated range per AASHTO LRFD specifications. Revised HSS for Pier 2 in table.

15.04-10,-11 and -12 Capitalized variable for maximum elatomeric shearing resistance and updated range per AASHTO LRFD specifications. Revised ∆temp formula and related calculations/results. Revised HSS for 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) Chapter 15 New chapter (Pier Details) issued. REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1 and -6 Revised date of applicable sheets. 01.20-14 Revised “C hief Financial Offi cer” to “Chief of Planning and

Programming” in cell PDD.

Page 2 December 17, 2010 REVISIONS (continued): File Number Description of change(s) CHAPTER 2 02.TOC-1 and -2 Revised dates of applicable sheets. 02.04-5,-6 and -8 Revised “Chief Financial Officer” to “Chief of Planning and

Programming” in the recommended for approval signature block. CHAPTER 17 17.TOC Revised dates of applicable sheets. 17.103-1 Revised from “crusher-run aggreg ate” to “ #57 coarse aggregate”

in the abutm ent drainage deta ils. Re moved the third note to designer and renumbered the remaining notes.

CHAPTER 20 20.TOC-1 thru -7 Revised dates of applicable sheets. 20.01-5 Revised references for abutment design. 20.02-1 thru -50 Added new section for LRFD design of full integral abutments. 20.03-1 thru -38 Added new section for LRFD design of semi-integral abutments. 20.04-1 thru -41 Added new section for LRFD design of deck slab extensions. 20.08-1 thru -28 Moved contents of old section 20.02 for ASD design of full

integral abutments to this location. 20.09-1 thru -20 Moved contents of old section 20.03 for ASD design of se mi-

integral abutments to this location. 20.10-1 thru 31 Moved contents of old sec tion 20.04 for ASD de sign 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer




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 Number Description of change(s) CHAPTER 17: 17.103-1 and 17.103-2 Added File No. 22.100-1 and 22.100-2 that were recently voided

from the Drainage Chapter REVISIONS: File Number Description 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 scre en shots and modification to the pending release of MicroStation V8i. T he training and release of this sof tware is cu rrently planned to be ro lled out starting in Novem ber through early next year. If needed, th e holder m ay want to keep the older version of the chapter. For the consultant community, the update to MicroStation V8i was done earlier this year. VOIDED: File Number Description of change(s) CHAPTER 1: 01.03-2 Sheet Deleted 01.16-6 Sheet Deleted NEW ISSUES: File Number Description of change(s) CHAPTER 1: 01.TOC-7 Added page to Table of Contents 01.12-1 thru -5 Added new section on Falcon folder set-up 01.15-12 Added instructions on shop drawings for As-Built plans

Page 2 October 8, 2010 NEW ISSUES: (cont’d) File Number Description of change(s) Chapter 22 New Chapter Issued. REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1 thru -6 Revised date of applicable sheets. 01.01-1 thru -10 Added instructions on s tarting M icroStation an d system settings .

Updated s creenshots to V8i. Updated seed f ile to BRSEED_V8i.dgn. Added instructions on CADD No. gen eration and placement. Updated sam ple lower left screen shot to include new location of CADD number for all sheets.

01.02-3 Updated pen table to be used for half size sheets. 01.03-1 Updated screenshots to V8i. Updated reference from MDL palette

to MDL task bar. Removed in structions on starting TUC since MDL palate is now part of the MicroSta tion interf ace. Deleted voided MDL’s bgeo and btbl.

01.04-2 Updated screenshots to V8i. 01.05-1 Updated screenshots to V8i. Added new plot line style. 01.05-2 Updated reference from MDL palette to MDL task bar. Added

new line symbology for plot line. Moved Construction L ine to level 63 from level 25. Added note that level 63 and level 0 are non-plotable levels. Moved sample lines to File No. 01.05-3.

01.05-3 Content moved from bottom of File No. 01.05-2. 01.05-4 Content m oved from File No. 01.05-3. Updated reference fro m

MDL palette to MDL task bar. 01.05-5 and -6 Content 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 -10 Content moved from File No. 01.05-6 thru -9. 01.06-1 Updated screenshots to V8i. Updated reference from MDL palette

to MDL task bar. 01.06-2 and -3 Updated screenshots to V8i.

Page 3 October 8, 2010 REVISIONS: File Number Description of change(s) CHAPTER 1: (cont’d) 01.07-1 Updated screenshots to V8i. Updated reference from MDL palette

to MDL task bar. Moved note 6 and patterning sym bology to File No. 01.07-2.

01.07-2 Added hatch to patterning symbology table. Moved content to File No. 01.07-3.

01.07-3 Updated alternate patterning method for the new VBA macro’s for V8i.

01.07-4 thru -7 Moved content from previous sheets. 01.08-1 Deleted phrase: “The defa ult arrowhead provided with

MicroStation is the arrowhead used on plans.” The arrowhead used on plans is TARROW.

01.08-7 and -8 Drafting Update. 01.09-1 Updated screenshots to V8i. 01.09-3 Updated name of cell library in last sentence. 01.11-2 Drafting update. 01.11-3 Updated screenshots to V8i. Updated reference from MDL palate

to MDL task bar. 01.13-1 Updated seed file and screenshot to V8i. 01.13-2 Updated screenshot to V8i. 01.13-3 Updated color table to VDOT COLOR.TBL which is the sam e as

BRCOLORV8.TBL and has been adopted by the Department. 01.13-4 Update Number 8 to allow refe rence files for bor ing log sheets.

Update screenshots to V8i. 01.13-5 and -6 Update screenshots to V8i. 01.13-7 Update screenshots to V8i. De leted coordinate readout since it is

no longer included in MicroStation. 01.13-8 Updated screenshots to V8i. 01.14-2 Update screenshots to V8i. Updated reference from MDL palette

to MDL task bar. Revision 10 has been renamed to AB. 01.14-3 Update reference to revl MDL program. Updated screenshots to

V8i. 01.14-4 Update No. 4 to reflect new placement of CADD file number. 01.14-7 Update color table to V DOTCOLOR.TBL. Update screenshots to

V8i.

Page 4 October 8, 2010 REVISIONS: File Number Description of change(s) CHAPTER 1: (cont’d) 01.14-10 Moved number 10 to num ber 12 and added instru ction that As-

built Plans are not to be sealed and s igned. Added num ber 10 to provide a reference to instructi ons on how to subm it revisions. Added number 11 on the process for older revisions.

01.15-2 Updated instructions on As-Builts since pl ans are no longer being microfilmed and 8 1/2 x 11 sheets no longer need to be combined.

01.15-3 Update screenshots to V8i. Updated reference from MDL palette to MDL task bar.

01.16-2 Updated reference to when plans should be sealed and signed. 01.16-3 thru -5 Updated for new border. 01.16-6 Deleted old content since no l onger applicable. Moved content

from 01.16-7 to 01.16-6. 01.19 Updated employee who should receive submission on new cells. Chapter 12: 12.TOC-1, 2, and -6 Revised date of applicable sheets. 12.01-3 Revised “fpu” to “fpy” in equation for fpj. 12.03-3 Added 2 1/4” dimension to strand layout drawing. 12.04-3 Revised top and bottom section modulus for PCB-3 beam. 12.15-3 Added 2 1/4” dimension to strand layout drawing. 12.16-3 Revised 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) 05.00 Page deleted. NEW ISSUES: File Number Description of change(s) CHAPTER 5: 05.TOC Geometry Chapter m oved to Chapter 16. New Cha pter on

Aesthetics issued. 05.01 Basic Aesthetic Criteria issued for bridge design.

REVISIONS: File Number Description of change(s) CHAPTER 0: TOC-i Chapter 5 renamed to Aesthetics. Old Chapter 5 Geom etry 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.TOC Renamed Fi le No. 05.TOC to File No. 16.TOC, changed chapter

call-out, and revised dates of all sheets. 16.01 Renamed File No. 05.100 to File No. 16.01. 16.02-1 Renamed File No. 05.101-1 to File No. 16.02-1. 16.02-2 Renamed File No. 05.101-2 to File No. 16.02-2. 16.02-3 Renamed File No. 05.101-3 to File No. 16.02-3. 16.02-4 Renamed File No. 05.101-4 to File No. 16.02-4. 16.02-5 Renamed 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 MDL’s to Karl Larson at [email protected] . Major changes in this revision include the following: Chapters 1, 2, 3 and 4

1. The border has been revised to reflect a plot size of 35 x 23 for full-size drawings for uniformity with other divisions in the Department. A cell has been used to establish the plot boundary to help with the implementation of batch 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 Division’s 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: (cont’d) Chapter 6:

1. Added implementation information for geometric revisions. 2. Shoulder widths for Urban Minor Arterial, Urban Collector Street and Urban Local

Street Systems revised and based on ADT instead of design speed. 3. Additional details and notes provided for ba rrier separated pedestrian and/or bicycle

facilities for standard termination details including effect on approach slabs. 4. Where vertical geom etry provides a conti nuous clear line of site over the top of

parapet/rail to the obje ct, pa rapet/rail is not considered a si ght obstruction when computing stopping sight distance.

5. Criteria for clear zone d istances for roadways with curb split into high speed and/o r bicycle/pedestrian facilities and low speed.

6. Designated minimum shoulder width for signe d shared roadway wh ere 4-foot paved shoulders are provided on roadway approaches.

7. Fencing no longer included as contributing to 54” rail height for new or rehabilitate d structures.

8. Transverse deck reinforcem ent and details related to the cr oss-slope break provided for superelevated shared use paths.

Chapter 12:

1. Instructions for the use of corrosion resistant reinforcing steel added. 2. Added section 12.05 establishing practices and requirem ents regarding the LRFD

design and detailing of prestressed concrete voided slabs. 3. Revised section 12.08 establis hing practices an d requirem ents regarding the LRFD

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 and BR27D-2 rails.

Chapter 26:

1. Added instructions for incorporating th e boring log sheet provided by Materials Division into the plan assembly.

2. As of July 2010, a fence diagram shall be included with the boring logs for all projects.

Page 3 June 14, 2010 Major changes: (cont’d) Chapter 30:

1. Corrected the AASHTO reference pertaining to the fencing guidelines. VOIDED: File Number Description of change(s) CHAPTER 1: 01.20 Deleted cell PDD1. 01.22-1 Deleted cells BC4L and BC4R. 01.22-6 Deleted cells BMRL and BMRR. CHAPTER 12: 12.05-1 Sheet replaced with new section 12.05. NEW ISSUES: File Number Description of change(s) CHAPTER 1: 01.20 Added cells: AADF, AASF, BORD, GSHT, HALF, PDB and

PDD3. CHAPTER 3: 03.01-4 Added sample quantity sheet showing General Notes continued on

sheet 2. 03.01-6 Added Note 18. CHAPTER 12: 12.05-1 thru -3 Added general information for use of voided slabs. 12.05-4 and -5 Added section properties for voided slabs. 12.05-6 thru -10 Added preliminary design tables. 12.05-11 Added longitudinal shear key details. CHAPTER 26: 26.00 Added introduction to chapter. 26.01 Added information on GINT softwa re used for creation of boring

logs.

Page 4 June 14, 2010 NEW ISSUES (cont’d): File Number Description of change(s) 26.02-1 thru -6 Added instructions for conversion of a boring log sheet. 26.03-1 thru -2 Added sample boring log sheets. REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1 thru -6 Revised date of applicable sheets. 01.00-1 Revised Detailing and Drafting Committee membership to reflect

retirements. 01.02-1 Updated plan sheet size and PDF s ize to reflect a 35 x 23 PDF

placed on a 36 x 24 plan sheet. 01.02-2 Updated to reflect new plan sheet sizes and format. 01.02-3 Updated to reflect new plot border for full and half size sheets. 01.16-1 Update Geology Sheet reference since it will no longer be signed. 01.20 Modified cells: CJ, C JCP, CJSTL, ESTQ1, ESTQ2. ESTQ3,

FSHT, GNNTE, INDEX and SHT. Based on the inclusion of ne w cells, 3 pages have been added to section and existing cells have been moved accordingly.

01.22-1 thru -18 Number of sheets decreased. CHAPTER 2: 02.TOC-1 and -2 Revised dates of applicable sheets. 02.00 Updated reference from MDL palette to MDL task bar. 02.01-1 thru -6 Updated location of CADD number. 02.02-2 Updated ref erence from MDL pale tte to MDL task bar. U pdate

note on bsht. 02.02-5 Added “Reissued July 2008” to items S403B, S403C, and S403D. 02.02-6 Revised date on item SS217 to 03-19-2010. Added item s SS214,

SS407, SS414 and SU421. 02.02-7 Added item S217B. 02.03-2 Added AASHTO Guide Specificat ions to the GENERAL NOTES

to be used if applicable. 02.03-3 thru -7 Moved content from previous sheets based on the inclusion of new

notes. 02.03-3 Revised note for use of prestresse d deck panels to discontinue use

after June 1, 2010. 02.03-5 Deleted note for treatm ent of e poxy coated or galvanized

reinforcing steel. 02.05-1 Updated location of CADD nu mber. Updated reference fro m

MDL palette to MDL task bar.

Page 5 June 14, 2010 REVISIONS (cont’d) File Number Description of change(s) CHAPTER 3: 03.TOC-1and -2 Revised dates of applicable sheets. 03.00 Updated reference from MDL palette to MDL task bar. 03.01-1 thru -3 Updated sheet to reflect ne w border. Quantity table revised to

reflect current cells. 03.01-5 thru -7 Moved content from previous sheets. Revised Note 6 to replace

“Epoxy Coated Reinforcing Steel” with “Corrosion Resistant Reinforcing Steel”. Added note 18.

03.02 Updated upper-right corner to new border. Updated ref erence from MDL palette to MDL task bar.

03.03 Updated reference from MDL palette to MDL task bar. 03.06-7 Deleted item “BR27C, 2 rails – 62042” which were voided. 03.07-4 Deleted item “BR27C, 2 rails – 65825” which were voided. 03.09-3 Deleted item “BR27C, 2 rails – 68025” which were voided. 03.10-3 Deleted item “BR27C, 2 rails – 69079” which were voided. Chapter 4: 04.TOC-1 Revised dates of applicable sheets. 04.00 Updated reference from MDL palette to MDL task bar. 04.01 Updated upper-right corner to new border. Updated ref erence

from MDL palette to MDL task bar. 04.02-1 Updated reference from MDL palette to MDL task bar. 04.03-1 Updated screenshot to V8i. Updated upper-right corner to ne w

border. 04.03-2 Added new instruction on constr uction lines. Upda ted upper-right

corner to new border. 04.04-1 Updated to new border. Update d reference from M DL palette to

MDL task bar. CHAPTER 6: 06.TOC-1 thru -2 Revised date of applicable sheets and added new sheets. 06.00 Updated list of major changes (added number 12 and 13). 06.01-1 Added Implementation. Added sketch to Note A. Revised Note B.

Added second paragraph to Note D and moved to next sheet. 06.01-2 Revised drawing in Note E to ca ll out edge of traffic lane and

depict paved shoulders and added Sub-Note 4. Added sentence to first paragraph of Note G. Moved Note I to next sheet. U pdated File No. references in Notes F, G and H.

06.01-3 Fixed gram mar in Note J. Revi sed Note K. Added sentence to Note L. Moved Note O to next sheet.

Page 6 June 14, 2010 REVISIONS (cont’d) File Number Description of change(s) Chapter 6: 06.01-4 Updated Note O header. Added second sentence to first paragraph.

Added clar ifying sentence to “T wo-way and ultim ate 4-lane divided structures”. Moved “One-lane bridges” to add itional sheet and updated reference.

06.02-1 thru -16 Number of sheets increased. Updated File No. references. 06.02-1 Revised header. 06.02-4 Added “under” to 3’ shoulder callout. 06.02-7 thru -12 Widths for roadway with shoulder revised from design speed based

on ADT based criter ia. Updated railing heigh t/type shown with sidewalk and updated file reference for median. Added Note E and moved previous Note E to Note F. Revised title block for urban local street system. Split urban m inor arterial, collector street and local street systems into two sheets each.

06.02-13 thru -16 Sheet numbers revised. 06.02-13 Revised title block. Revised Note B. Added Note D. 06.02-15 Revised ADT callouts to be consistent with other road

classifications. 06.02-16 Added Note I. 06.03-1 thru -7 Updated File No. references and number of sheets. 06.03-1 Showed dimension line for SSD distance as perpendicular (radial)

to centerline of inside lane. 06.03-2 Defined “SSD” acronym in first pa ragraph of Note A and used in

Note D. Added second and third paragraphs to Note A. 06.03-3 Additional sheet requ ired to pr ovide guidance o n third paragraph

added to Note A on File No. 06.03-2. Rem aining sheets renumbered.

06.03-4 Added inform ation for variable recoverable foreslopes. A dded callout to sketch.

06.03-5 Added Foreslope Depiction sketch. 06.03-6 Added callout to sketch and modified callout. 06.03-7 Modified callout. Added addition al typical section for roadways

with design speed less than or equal to 45 mph and without sidewalk/shared use path. Revise d Notes A and B. Added Notes C, D and E.

06.04-1 Revised requirements of signed shared roadway. 06.04-6 Added face of curb/rai l callout(s) to sketches and asterisk note for

curb width. Showed alternate exterior barrier type and added Notes G and H callouts referencing File No. 06.04-13 to > 45 m ph sketch. Revised Notes A and C. Moved Note D to next sheet.

06.04-7 Added Note D from pr evious sheet and asterisk note for curb width.

06.04-9 Revised Note B. Added slope callout to Note D sketch. 06.04-12 Revised Notes D and F.

Page 7 June 14, 2010 REVISIONS (cont’d) File Number Description of change(s) Chapter 6: 06.04-13 Revised Note G. Used consistent margins. Added slope callout to

Note I sketch. Added last two sentences to Note J. 06.04-14 Showed alternate exterior barrier type. 06.04-14 thru -16 Revised typical sections to show linear form for bottom of deck

between beam s/girders with cross-slope break and transverse reinforcing details.

06.05-1 thru -5 Updated File No. references. 06.06-3 Revised Section A-A to show lowest surrounding grade. 06.06-4 Revised order of paragraphs a nd bolded sections. Revised current

seventh paragraph to indicate lowe st surrounding gr ade. Revised current ninth paragraph to require approval for less offset.

06.07-1 thru -4 Number of sheets increased. Added end of slab callout to both 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 -7 Revised dates of applicable sheets. 12.00-1 and -2 The major changes have been updated to reflect this release. 12.01-2 Revised section on non-prestr essed reinforcem ent to include

information on cor rosion res istant reinf orcement. Dele ted the reference to reinforcement requiring galvanization.

12.01-11 Dimension line broken to insert “V” in hold down diagram. 12.02-4 Revised Note 4 to add a comma after “point over the beam”. 12.02-5 Revised Note 3 to delete reference to deck slab extensions. 12.03-1 Revised section on reinforcem ent to om it references to epoxy

coated and galvanized reinforcement. 12.03-4 and -5 Added “hot dipped” before “galvanized”. 12.03-6 Revised last sentence in 4 th paragraph to read “No adjus tments

were m ade to the stran d pattern to achieve the m ost econom ical layout”.

12.04-1 Revised section on reinforcem ent to om it references to epoxy coated and galvanized reinforcement.

12.04-6 Revised last sentence in 4 th paragraph to read “No adjus tments were m ade to the stran d pattern to achieve the m ost econom ical layout”.

12.06-1 Deleted reference to epoxy coat ing and added “hot dipped” before “galvanized”.

Page 8 June 14, 2010 REVISIONS (cont’d) File Number Description of change(s) CHAPTER 12 12.07-1 Revised section to discontinue the use of prestressed concrete deck

panels. 12.08-1 thru -3 Revised section on gene ral inform ation to provide the S&B

Division policy for the use of concrete box beams. Revised section on reinforcem ent to om it references to epoxy coated reinforcement. Added a section add ressing the specification s and type of form material to be used. Added overlay and waterproofing requirements.

12.08-6 Revised longitudinal shear key detail. 12.09-1 and -2 Added “hot dipped” before “galvanized”. 12.10-1 Added a section addressing the concrete strength, a section on

reinforcement, and a section on layout of intermediate diaphragms. 12.10-9 and -12 Added “hot dipped” before “galvanized”. 12.11-1 Added a section addressing the concrete strength and a section on

reinforcement. 12.11-2 Moved notes from previous sheet. 12.11-5 Revised sheet references. 12.11-6 Note 8 revised to replace the shear capacity of a dowel bar fro m

ASD to LRFD. Revised sheet references. 12.11-7 thru -10 Revised sheet references. 12.12-3 Added note to DETAIL A and B to specify location of anchorage

zone reinforcement. Revised details to show new location. 12.13-2 thru -7 Revised sheet border. 12.14-2 thru -7 Revised sheet border. 12.14-3 Revised prestressed strand la yout in END VIEW DETAIL of

Bulb-T. Anchorage zone reinforcement revised to place leg of bar , BS04/BS05-series, on top of the bottom layer of strands.


12.15-4 Revised last sentence in 4 th paragraph to read “No adjus tments were m ade to the stran d pattern to achieve the m ost econom ical layout”.


12.17-1 Revised section on general information to provide the S&B Division po licy for the use of precast co ncrete void ed slabs . Revised section on reinforcem ent to om it references to epoxy coated reinforcem ent. Added a section addressin g the specifications. Revised sheet references.

12.17-2 and -3 Added a section addressing the type of for m ma terial to be used. Added overlay and waterproofing requirements. Moved notes from previous sheet.

Page 9 June 14, 2010 REVISIONS (cont’d) File Number Description of change(s) Chapter 12: 12.17-4 thru -8 Revised sheet numbers. 12.17-9 Revised longitudinal shear key detail. 12.18-1 Deleted reference to epoxy coat ing and added “hot dipped” before

“galvanized”. 12.19-1 Added a section addressing the concrete strength and a section on

reinforcement. 12.19-2 Moved notes from previous page. 12.19-4 Note 8 revised to replace the shear capacity of a dowel bar fro m

ASD to LRFD. CHAPTER 20: Note: All 11x17 sheets have been updated for new border and copyright date. 20.TOC-1 thru -4 Revised dates of applicable sheets. 20.01-1 Revised paragraph under Selection hierarchy to specify the use of

the Alterna te Backwall Detail wh en a tooth expansion joint is required at the abutment.

20.01-5 Revised note to specify the us e of the Alternate Backwall Detail when a tooth expansion joint is re quired at the abutment. Replaced “Finger Joint” with “Tooth Expansion Joint”.

20.03-11,-13 and -14 Made drafting corrections. 20.06-9 Revised note to specify the us e of the Alternate Backwall Detail

when a tooth expansion joint is required at the abutment. Replaced “Finger Joint” with “Tooth Expansion Joint”.

CHAPTER 25: 25.TOC-1 Revised date of applicable sheets. 25.01-1 Removed BR27C-4 and -5 from table. Moved BR27C-6 and -7

from subsequent shee t to this she et. Switch ed “Bikes/P ed” to “Ped/Bikes” at each occurrence.

25.01-2 Moved BR27C-6 and -7 to previous sheet. Re moved “and Pedestrians” from “Use” column for BR27D-1 and -2. Switched “Bikes/Ped” to “Ped/Bikes” at each occurrence. Moved BR27D-7 and BTB-1 including table notes fr om subsequent sheet to this sheet.

25.01-3 Moved BR27D-7 and BTB-1 including table notes to previous sheet. Removed sidewalk applications from Note B, Subnote a. Removed previous Subnote b and re -lettered remaining. Removed pedestrian applications f rom new Subnote e. Revised wording for all remaining Note B subnotes.

Page 10 June 14, 2010 REVISIONS (cont’d) File Number Description of change(s) Chapter25: 25.01-7 Removed BR27C-4 and -5. Moved BR27C-10 and C-11 t o this

sheet from subsequent sheet. Re moved “or top of sidewalk” from BR27C-1 and C-2 detail.

25.01-8 Moved BR27C-10 and -11 to prev ious sheet. Rem oved “or top of sidewalk” from BR27D-1 and D-2 detail.

CHAPTER 26: 26.TOC-1 Revised date of applicable sheet. CHAPTER 30: 30.TOC-1 Revised dates of applicable sheets. 30.01-1 Revised reference to read “ S ection 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





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 Number Description of change(s) 02.01-6 Added a sample title sheet for Design-Build Project – Prelim inary

Plan. 02.04-5 Added sheet showing sample L&D title sheet signature block. 02.07-1 Added a section on DESIGN EXCEPT ION(S) that are to be listed

on the title sheet above the GENERAL NOTES. REVISIONS: File Number Description of change(s) CHAPTER 2 02.TOC-1 and -2 Revised date of applicable sheets. 02.00 The major changes have been updated to reflect this release. 02.01-1 The sa mple title sheets have been updated showing DESIGN

EXCEPTION(S) above the GENERAL NOTES and updating the upper right block to include th e NBIS num ber and rem oving the block that had been used in the past for Special Provisions/Copied Notes. GE NERAL NOTES is revi sed to reflect LRFD. Revised total number of sheets.

02.01-2 thru -5 The sa mple title sheets have been updated showing DESIGN EXCEPTION(S) above the GENERAL NOTES and updating the upper right block to include th e NBIS num ber and rem oving the block that had been used in the past for Special Provisions/Copied Notes. Revised total number of sheets.

02.01-7 Item 10 updated to label underg round/overhead utilities only if applicable and is required for pr eliminary plan s. Revis ed tota l number of sheets.

02.01-8 Item 21 is required for prelim inary plans. Revised total num ber of sheets.

02.01-9 Revised total number of sheets. 02.01-10 Item 51 is required for preliminary plans. Added items 59 thru 63.

Item 58 updated. Revised total number of sheets. 02.01-11 and -12 Revised total number of sheets. 02.02-1 Moved the “FHWA-534 data ---” and the “No Additional Right-

of-Way required” notes. Added th e NBIS Number and omitted the block in the upper right corn er. Added “UPPER RIGHT CORNER” to footer. It em 1 modified to reflect current IIM LD-151.

Page 3 February 17, 2010 REVISIONS (cont’d) File Number Description of change(s) CHAPTER 2 (cont’d) 02.02-2 Replaced Note #7 with instructions for showing the NBIS Number.

Added a note to add ress the in corporation of the these chang es to the MDL bsht. Added “UPPER RIGHT CORNER” to footer.

02.02-3 and -4 Added “UPPER RIGHT CORNER” to footer. 02.02-5 Omitted detail of upper-righ t corner of sheet. Moved contents of

Sheet #6 to Sheet #5. Revised first pa ragraph to add instructions to designer. Om itted th e f ollowing specif ications/copied notes : C109(h), C217 (h), C406.04 and Elastic Inclusion. Revised item s; C223 (e), C 504(c), S107II, S109D, S403B, S403C, and S403DI. Added SSMCON. Added “UPPER RIGHT CORNER” to footer.

02.02-6 Added the following specifications: SS215, SS217, SS226, SS405,

SS412 and SS413. Added “UPPER RIGHT CORNER” to footer. 02.02-7 Added the following copied note: C217, C223 and C406. Added

“UPPER RIGHT CORNER” to footer. 02.03-1 Added instructions in third pa ragraph that the + sym bol is now

shown next to notes to be show n on prelim inary plans for design-build projects. The first note ha s been updated to m atch note on L&D title sheet. Added + symbol to applicable notes.

02.03-2 Added + symbol to applicable notes. 02.03-4 Notes for CRR have been updated to reflect Special Provision that

replaced the Copied Notes. 02.03-6 Added + symbol to applicable notes. M odified requirem ents on

structural approach slabs since September 2008 has passed. 02.04-1 thru -3 Revised total number of sheets. 02.04-4 Revised total num ber of sheets and corrected spelling. Added

reference to next sheet. 02.04-6 thru -10 Content from sheets 02.04-5 thru -9 moved to sheets 02.04-6 thru -

10. Revised total number of sheets. 2.05-1 Add 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. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer




RICHMOND, 23219-2000 David S. Ekern, P.E.

COMMISSIONER

December 4, 2009 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 Number Description of change(s) CHAPTER 30: 30.TOC-1 Revised subject and content from Traffic Control Devices to

Fencing(Pedestrians). 30.01-1, 30.02-1 and Added new chapter on fencing(pedestrian). Updated guidelines on 30.03-1 when fencing should be used.

Page 2 December 4, 2009 REVISIONS: File Number Description of change(s) INDEX OF CHAPTERS: TOC-ii New Chapter 30 – Fencing (Pedestrian) inserted into Table of

Contents. Chapters 30 thru 33 renumbered to Chapter 31 thru 34. CHAPTER 2: 02.TOC-1 Revised date of applicable sheets. 02.03-1 thru -3 Revised total number of sheets. 02.03-4 and -5 Updated/Added General Notes on Corrosion Resistance

Reinforcement (CRR). 02.03-6 and -7 Moved Notes from previous sheet due to inclusion of new notes on

CRR. Revised total number of sheets. CHAPTER 3: 03.TOC-1 and -2 Revised date of applicable sheets. 03.05-3 Added footnotes 19 and 20. 03.06-1 Modified bid item “Corrosion Resistant Reinforcing Steel” to

make reference to footnote 19. Added following bid items: “Corrosion Resistant Reinforcing Steel, Low Carbon/Chromium”, “Corrosion Resistant Reinforcing Steel, Stainless Clad”, “Corrosion Resistant Reinforcing Steel, Solid Stainless”.

03.06-2 thru -4 Moved bid items from previous sheets. 03.07-1 Modified bid item “Corrosion Resistant Reinforcing Steel” to






03.10-2 thru -4 Moved bid items from previous sheets.

Page 3 December 4, 2009 REVISIONS: File Number Description of change(s) CHAPTER 6: 06.TOC-1 and -2 Revised date of applicable sheets. 06.01-3 thru -4 Inserted Note N making reference to new Fencing (Pedestrian)

Chapter 30. Current Note N renamed Note O. 06.04-6 In 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 -4 Revised dates of applicable sheets. 20.01-1 Changed the first sentence under Selection Hierarchy to remove

the word “preferred” and replace with “Bridge selection shall be in the following order.”

20.01-2 Changed the symbol for the support at the abutment to differentiate between a Full Integral and a Full Integral and a Semi Integral .

20.01-5 Changed reinforcing steel in deck extension view for clarity. Modified note on scour for Full Integral.

20.02-1 Revised maximum span length for single span full integral bridge from 180 ft. to 160 ft.

20.02-3 Added value “Δ h” in equation for Pf. 20.02-8 Changed drawing to show all trucks occupying 12 foot lanes. 20.02-9 Revised value “Pf” in equation for Rf and Fp. 20.02-12 Revised value “Pf” in equation for Rf, Moh, Mintp, Mintn, Vftg and

replaced multiplication factor “.01” with “0.1” in equation for Mintn.

20.02-21 and -22 Drawing revised to show the file identification box in the lower right corner of the sheet.

20.02-25 Extended the Construction Joint to the end of slab in Elevation View. Drawing revised to show the file identification box in the lower right corner of the sheet.

20.02-26 Changed Note 5 to replace “structural steel” with “ prestressed concrete beams”. Drawing revised to show the file identification box in the lower right corner of the sheet.

20.03-11 Changed 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 REVISIONS: File Number Description of change(s) CHAPTER 20: (cont’d) 20.03-12 and -13 Drawing revised to show the file identification box in the lower

right corner of the sheet. 20.03-14 Deleted the D-D SECTION marks. Labeled Construction Joint.

Drawing revised to show the file identification box in the lower right corner of the sheet.

20.03-15 Changed 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.

20.03-16 Reinforcing 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.

20.03-17 Labeled ¾” Expanded Rubber Joint Sealer in Elevation. Labeled Construction Joint. Drawing revised to show the file identification box in the lower right corner of the sheet.

20.03-18 Deleted the D-D SECTION marks. Drawing revised to show the file identification box in the lower right corner of the sheet.

20.03-19 Added “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 -20 Drawing revised to show the file identification box in the lower

right corner of the sheet. 20.04-21 Added line breaks around text in Deck Slab Plan. Removed

obsolete line, renumbered Note #4 to #5 and Note #5 to #6 in SECTION B-B. Relocated Concrete Placement Note under drawing. Drawing revised to show the file identification box in the lower right corner of the sheet.

20.04-22 Added “minimum” after 1-1/2 in. dimension in Note #4. 20.04-23 Omitted “throughout the full range of thermal movement” after

minimum overhang and added “@60 F” 20.04-24 Omitted “throughout the full range of thermal movement” after



minimum overhang and added “@60 F”

Page 5 December 4, 2009 REVISIONS: File Number Description of change(s) CHAPTER 20: (cont’d) 20.04-29 Modified arrow in Elevation View to indicate bottom of deck

extension. 20.06-9 Shifted text in waterproofing note to agree with office drafting

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-1 Revised date of applicable sheets. 25.01-2 and 3 Table updated to include new Thrie-Beam Guardrail railing. 25.01-6 Added Thrie-Beam Guardrail railing. CHAPTER 31: 31.TOC-1 Revised subject from Maintenance/Repair Plans to Traffic Control

Devices. CHAPTER 32: 32.TOC-1 Revised subject from Bridge Widening to Maintenance/Repair

Plans. CHAPTER 33: 33.TOC-1 Revised subject from SAAP Contracts to Bridge Widening. CHAPTER 34: 34.TOC-1 Added Chapter for SAAP Contracts.

Page 6 December 4, 2009 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

August 21, 2009 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 Number Description of change(s) CHAPTER 6 06.05-1 thru -6 Sheets deleted: information added to Chapter 25, Section 1. 06.05-7 Sheet deleted: information added to Chapter 25, Section 3. CHAPTER 25 25.100 Sheet deleted: information added to Chapter 25, Section 3. 25.101-1 thru -2 Sheets deleted: information added to Chapter 25, Section 3. NEW ISSUES: File Number Description of change(s) CHAPTER 6 06.03-5 Added example clear zone distance check. 06.03-6 Added clear zone requirements for roadways with curb or curb and

gutter. 06.04-14 Added shared use path details on superelevated structure with

barrier separation between the path and roadway. 06.04-15 Added shared use path details for superelevated structure without

barrier separation for roadways with curb or curb and gutter. 06.04-16 Added shared use path details for superelevated structure without

barrier separation for roadways with shoulders. 06.05-1 thru -5 Added geometric guidelines for structures carrying HOV lanes.

Page 2 August 21, 2009 NEW ISSUES (cont’d): File Number Description of change(s) CHAPTER 15 15.102-1 thru -5 Added section for suggested design and detailing of piers for

collision force. CHAPTER 25 25.01-1 thru -8 Added section for VDOT standard parapet and rails. 25.02-1 thru -9 Added section on bridge railing performance level selection. 25.03-1 thru -5 Added section for miscellaneous details. REVISIONS: File Number Description of change(s) CHAPTER 6 TOC-1 thru -2 Revised date of applicable sheets and added new sheets. 06.00 Updated list of major changes. 06.01-1 thru -4 Added slope notation to Note C. Added constructability to Note

D. Added “In general:” to Note E. Minor revisions to Notes G, H and I. Inserted Note J on design speed and curb. 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 Notes L and M. Updated design exception/waiver procedures/approvals, removed major structures note and added additional paragraph under one-lane structures in current Note N.

06.02-1 thru -10 Modified reference note for curved bridge requirements to include tangent bridges with curved roadways at either end.

06.02-1 Added note to increase shoulder width to 14 feet when DDHV for truck traffic exceeds 250 vehicles per hour.

06.02-6 thru -9 Updated curb details in elevation view. Modified Note B. 06.02-7 thru -9 Removed clear zone requirements for curb or curb and gutter and

referred to updated requirements shown on File No. 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.

06.02-7 Changed the cutoff between 10’ and 8’ shoulders to 45 mph. 06.02-8 Changed the cutoff between 8’ and 4’ shoulders to 35 mph. 06.02-10 Moved 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.

06.02-11 Designated edges of traffic lane with individual callouts. Added Note B.

Page 3 August 21, 2009 REVISIONS (cont’d) File Number Description of change(s) CHAPTER 6 (cont’d): 06.02-12 Clarified type of improvement in Note D and wording in Note E.

Added Notes G and H requiring an additional sheet. 06.03-1 thru -4 Updated sheet numbers for additional sheet added to section. 06.03-1 Updated note references. 06.03-2 Inserted Note A and re-lettered remaining notes. Updated

reference in current Note B and added possible method of increasing sight distance for urban road classifications in current Note F. Added Note H.

06.03-3 Updated 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.

06.03-4 Updated source information. 06.04-1 thru -10 Updated sheet numbers for sheets added to section. Added

concrete sectioning where not shown. Revised fencing callouts to “as recommended at the scoping meeting” where shown.

06.04-1 Updated file numbers in references. Split out and expanded signed shared roadway information. Removed ramp definition.

06.04-2 In Pedestrian Bridge view, updated the handrail details, increased required railing height and revised callouts to require 10’-0” minimum vertical clearance when bridge is designed for maintenance vehicles and handrails. Revised Note C to require 17’-6” vertical clearance. Modified Note D. Switched position of Notes E and F and updated. Moved current Note F to next sheet.

06.04-3 Added updated Note F from previous sheet and added permissible handrail attachment sketch. Updated Notes G and I.

06.04-4 In Shared Use Path view, updated the handrail details and revised callouts to require handrails and 10’-0” minimum vertical clearance. Revised Note C to require 17’-6” vertical clearance. Revised Note D and made corresponding changes to typical section. Updated and switched position of Notes E and F. Moved current Note F to next sheet.

06.04-5 Added updated Note F from previous sheet and added sketch of a permissible handrail attachment. Updated Notes G and H.

06.04-6 Modified Note A and moved Note C to Note F. Inserted Notes C thru E. Provided barrier separated and superelevated details requiring an additional sheet. Added titles to require barrier separation when design speed exceeds 45 mph.

06.04-7 Moved details to sheet 8. Expanded the typical sections to show roadway with curb without a sidewalk and the minimum for roadway with shoulders. Moved all notes to sheet 9 and inserted Notes B for railing and C for minimum typical section for roadways with shoulders. Updated reference in current Note E.

Page 4 August 21, 2009 REVISIONS (cont’d) File Number Description of change(s) CHAPTER 6 (cont’d): 06.04-8 Moved details to sheet 10. Updated the handrail and fence details.

Split out and moved the details for roadways with shoulders to sheet 11. Lowered design speed requiring barrier from >50 mph to >45 mph. Recommended typical section with barrier separation for bridge lengths greater than 200 feet instead of requiring. Removed vertical clearances over path as roadway clearances will always control.

06.04-9 and -10 Moved notes to sheets 12 and 13. Removed requirement from 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 use path to 2 percent, referenced new superelevation sheets and removed grade/landing discussion. In Note D, increased required clearance on curb and gutter roadways and added paragraph on 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 F regarding combination traffic and bicycle railing and current Note J regarding superelevation. Made additional miscellaneous changes to all notes excluding current Note I.

06.06-1 Moved the notes to sheet 2, updated the text in Sections 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.

06.06-2 Moved the Dimension Table to sheet 1 and added the notes previously on sheet 1. Miscellaneous updates to notes include the addition of drainage requirements and changes to the horizontal clearances involving curved track, footings and drainage ditches and requests for increases in clearances.

06.06-3 and -4 Revised crash wall requirements for wall thickness, provided additional guidance on wall extension below surrounding grade, clarified definition of heavy construction and added information 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.

06.07-1 Revised sketches and Note B. 06.07-2 Added second paragraph to Note E on full or semi-integral

abutments. Added sleeper pad items to Note F and current Note G. Removed previous Note G that was stricken but left on sheet. Added current Note H concerning sliding plates.

Page 5 August 21, 2009 REVISIONS (cont’d): File Number Description of change(s) CHAPTER 15 TOC-1 Revised date of applicable sheets and added new sheets. CHAPTER 25 TOC-1 Revised date of applicable sheets and added new sheets. 25.00 Added introduction. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

July 31, 2009 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 Sections 12.00 - Introduction, 12.01 - Reinforcement, 12.02 - Miscellaneous Beam Details, 12.03 - Prestressed Bulb-T’s, 12.04 - I-Beams and 12.06 - Prestressed Concrete Piles have been revised to include the requirements contained in the current AASHTO LRFD Bridge Design 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 added to reflect the new design practices and reinforcement details developed as a result of research done by Virginia Tech in Blacksburg, Virginia. Current allowable stress design sections for Bulb-T’s, 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. VOIDED STANDARDS: None

Page 2 July 31, 2009 NEW ISSUES: File Number Description of change(s) Chapter 12 12.01-3 Table of strand properties and design strengths added for LRFD. 12.01-5, 6 and 7 Prestress Losses for LRFD added. 12.03-1 thru 15 Prestressed Concrete Bulb-T’s 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 15 Prestressed Concrete I-Beams section added to include preliminary I-beam design tables for LRFD.The last sentence of the first paragraph of General Information added to read “These sections will not be used except for widening of existing structures.”

12.05-1 Prestressed Concrete Voided Slabs, “UNDER DEVELOPMENT”, added for LRFD.

12.06-1 and 2 Prestressed Concrete Pile section added for LRFD. 12.10-10 Alternate Section D-D added to allow the use of threaded inserts in

lieu of through bolts. 12.10-13 Alternate Section E-E added to allow the use of threaded inserts in

lieu of through bolts. 12.12-1 thru 13 Pretensioned Anchorage Zone Design section added for LRFD. 12.13-6 and 7 Added new sample erection diagram sheets for bridge on curved

alignment. 12.14-4 and 5 Miscellaneous beam details added. 12.15-4 Design parameters added for preliminary ASD of BULB-T’s. REVISIONS: File Number Description of change(s) Chapter 12 TOC-1 thru 6 Revised dates of applicable sheets and file numbers of applicable

sections. 12.00-1 and 2 Revised to include reference to the AASHTO LRFD Bridge

Design Specifications including current interims and VDOT modifications. Revised the section on major changes and additions.

Page 3 July 31, 2009 REVISIONS (cont’d): File Number Description of change(s) Chapter 12 ( cont’d) 12.01-1 Revised notes for strand properties and prestressed losses. 12.01-8 Equation for loss due to initial relaxation of prestressing steel

eliminated from computation of loss at transfer of prestress for ASD.

12.02-2 Definitions for LRFD added for the computation of camber due to prestress force at release.

12.02-4 Added note to address revising the Dead Load Deflection Diagram for integral abutments.

12.02-5 Added notes for revising the plan view of beam for Top of Slab Elevations Along Centerline of Beams for integral abutments, semi-integral abutments and deck slab extensions.

12.07-1 Reference to Chapter 10 - Concrete Deck Slab deleted. 12.08-1 Miscellaneous drafting corrections. 12.09-1 Revised “Bolts” to read “H.S. bolts” and added statement

“Rotational capacity test will not be required” in Note 3. 12.09-3 Dimension of 4 3/4” in the insert detail revised to 2 7/16”.

Revised “Bolts” to read “H.S. bolts” and added “Rotational capacity test will not be required” in last sentence.

12.10-1 Added reference to LRFD specifications and miscellaneous drafting corrections.

12.10-2 and 3 Layout diaphragm guideline details revised to show location of intermediate diaphragms as line through centers of inserts or bolts. Revised “Centerline end diaphragm” to “Line thru centers of bearing.” Numbered the notes and added Note 1 and 2.

12.10-4 and 5 Layout diaphragm guideline details revised to clarify the laying out of diaphragms and to show location of intermediate diaphragms as a line through centers of inserts or bolts. Numbered the notes and added Note 1, 2, 6 and 7.

12.10-6 Deleted the reference to (PCBT-29 THRU PCBT-53) in title block.

12.10-7 Deleted the reference to (PCBT-29 THRU PCBT-53) in title block and Note 6.

Page 4 July 31, 2009 REVISIONS ( cont’d): File Number Description of change(s) Chapter 12 ( cont’d) 12.10-8 Revised “Line of diaphragms” to “Line thru centers of inserts or

bolts for diaphragms.” Part Transverse Section, Detail B and Section D-D revised showing connector angles outstanding legs on same side of line through centers of inserts or bolts.

12.10-9 Note revised for tightening H.S. bolts used in steel to steel 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.

12.10-11 Revised “Line of diaphragms” to read “Line thru centers of inserts or bolts for diaphragms”. Part Transverse Section, Detail B and Section E-E revised to show connector angles outstanding legs on same side of line through centers of inserts or bolts.

12.10-12 Note revised for tightening H.S. bolts used in steel to steel 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 10 Revised to include the requirements contained in the current AASHTO LRFD Bridge Design Specifications, Interims and VDOT Modifications.

12.13-1 Revised notes. 12.13-2 thru 5 Revised 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 9 Revised 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.

12.14-1 Added a note for S&B standard detail sheets and cell libraries. 12.14-2, 3, 6 and 7 Sample plan assembly sheets revised to reflect changes in office

practices, standard detail sheets and cells.

Page 5 July 31, 2009 REVISIONS ( cont’d): File Number Description of change(s) Chapter 12 ( cont’d) 12.14-8 and 9 Revised and added various notes to reflect changes in office

practices, standard detail sheets and cells. 12.15-1 and 2 Added notes for Anchorage Zone design requirements, new

member weight and length limitations. Miscellaneous drafting corrections.

12.15-3, 5 thru 13 Miscellaneous drafting corrections. 12.16-1 and 2 “These sections will not be used except for widening of existing

structures.” added to the first paragraph of General Information. Added new member weight and length limitations.

12.17-1 thru 7 Miscellaneous drafting corrections. 12.18-1 and 2 Miscellaneous drafting corrections. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

June 22, 2009 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 NEW ISSUES: None VOIDED: None REVISIONS: File Number Description of change(s) CHAPTER 1 01.TOC Revised date to applicable sheets. 01.16-1 and 01.16-5 Clarified requirements for sealing and signing of plans. 01.20-9 Updated GNNTE to include 2009 interims for LRFD and 2008

Road and Bridge Standards. 01.20-14 Corrected call-out for depth of Riprap.

Page 2 June 22, 2009 REVISIONS: File Number Description of change(s) CHAPTER 2 : 02.TOC Revised date to applicable sheets. 02.01-1 thru 02.01-5 Updated sheets to reflect generic names for State Structure and

Bridge Engineer and Chief Engineer. Added note on original signature located on title sheet of road plans.

02.03-2 Updated note to reflect the inclusion of 2009 interims for LRFD and 2009 Road and Bridge Standards.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

May 19, 2009 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 These four chapters are modified to reflect revisions for the implementation of the sealing and signing requirement per IIM-S&B-79 effective with contracts advertised starting December 2009. NEW ISSUES: File Number Description of change(s) CHAPTER 1 01.16-1 to 01.16-7 Added section on sealing and signing of plans. 01.20-2 CHRA (Pedestrian handrail detail) cell added. 01.20-11 PE cell added. CHAPTER 2 : 02.04-4 Added new requirements for signing of bridge title sheets.

Page 2 May 19, 2009 REVISIONS: File Number Description of change(s) CHAPTER 1 01.TOC-1, 4, 5 and 6 Revised date of applicable sheets. 01.02-2 Revised to reflect new sheet border. 01.02-3 Revised to reflect new sheet border and title to match index 01.02-4 Revised title to match index 01.03-2 MDL program btbl removed. 01.14-10 Added sealing and signing requirements for Revisions to Plan

Sheets. 01.20-08 FSHT cell modified. 01.20-13 PREL cell modified. 01.20-16 SHT cell modified. CHAPTER 2 : 02.TOC-1 and 2 Revised date of applicable sheets. 02.01-1 to 02.01-5 Revised to reflect sealing and signing requirements. Revised to

reflect new bridge title sheet signing requirements. 02.01-09 Revised note 55 and 56. Added note 57 and 58. 02.02-01 Revised to reflect current L&D I&IM LD-151. 02.04-2 Revised to reflect new cell PREL. 02.05-1 Revised to reflect sealing and signing requirements. 02.06-6 Revised to reflect sealing and signing requirements. CHAPTER 3 : 03.TOC-1 Revised date of applicable sheets. 03.01-1 to 03.01-3 Revised to reflect sealing and signing requirements. 03.01-5 Revised note 15. CHAPTER 4 : 04.TOC-1 Revised date of applicable sheets. 04.04-1 Revised to reflect new border.

Page 3 May 19, 2009 VOIDED: File Number Description of change(s) CHAPTER 2 02.05-2 Sheet deleted: information added to Chapter 1, section 16. 02.05-3 Sheet deleted: information added to Chapter 1, section 16. CHAPTER 3 : 03.04 Sheet deleted: information added to Chapter1, section 16. CHAPTER 4 : 04.04-3 Sheet deleted: information added to Chapter 1, section 16. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

January 23, 2009 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 Number Description of change(s) CHAPTER 2 TOC-1 Revised date of applicable sheet. 02.03-2 Revised General Notes to reflect new Road and Bridge Standards

to be used starting with the June 2009 advertisement. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

December 17, 2008 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 NEW ISSUES: File Number Description of change(s) CHAPTER 2 02.02-7 Added a list of Special Provisions and Copied notes that have been

added to the Road and Bridge Specifications or are no longer applicable.

REVISIONS: File Number Description of change(s) CHAPTER 1 TOC-1 and 5 Revised date of applicable sheets. 01.20-9 Revised cell GNNTE to agree with File No. 2.03-2. 01.20-14 Changed the name of the riprap in cell RIP from “Class

aggregate riprap “to “Class dry riprap” and the minimum riprap thickness dimension to show the thickness of stone.

01.20-15 and -16 Corrected misspelled word in first sentence under cell SBFL1, SBFL2 and SBFL3.

CHAPTER 2 TOC-1 and 2 Added sheet 02.02-7 and revised date of applicable sheets. 02.02-2 Revised Note #7 to agree with File No. 2.02-5. 02.02-5 Moved 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 REVISIONS (cont’d) File Number Description of change(s) CHAPTER 2 (cont’d): 02.02-6 Moved the following specification/copied note items: 105A, 107A,

411A, 412A, 519A,CN-105(a),CN-105(c),CN-407(a),CN-413(a), and CN-504(a) to sheet #7. Modified 217B, 404F and 407B. 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 “July 2008”.

02.03-2 Under the Construction Section, deleted the reference to 2002 Road and Bridge Specifications. Under the Design Section, added a note for the use of 2008 Interim Specifications.

02.03-4 Added a note for the use of low permeability concrete and permeability testing. Added a sentence to the 6th note and three additional notes concerning the use of corrosion resistant reinforcing steel. Moved five notes to sheet #5.

02.03-5 Moved five notes from sheet #4 and moved five notes to sheet #6. 02.03-6 Moved five notes from sheet #5. Revised the mailing address for

the Fifth Coast Guard District. 02.04-5 Added a note concerning “Bridge only” projects with Federal

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

information for LRFD, additional parapet types to ASD for cantilever Design, design requirement for longitudinal joints, and provided sample sheets for the detailing of deck slabs.

Page 3

December 17.2008 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





COMMISSIONER

July 9, 2008 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 Number Description of change(s) CHAPTER 25: 25.101-1 and -2 Guideline in paragraph 1 expanded. Paragraph 5 expands

the use of adhesive anchors.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus State Structure and Bridge Engineer





COMMISSIONER

June 23, 2008 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 Number Description of change(s) CHAPTER 25: 25.101-1 and -2 Totally revised.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus State Structure and Bridge Engineer





COMMISSIONER

January 17, 2008 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. 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 January 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 July 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. Design exceptions and waivers for geometrics has been expanded and further defined.

NOTE: In the descriptions of changes listed below, the sheet number changes are not listed (lower right hand corner).

Page 2 January 17, 2008 NEW ISSUES: File Number Description of change(s) CHAPTER 1: 01.22-1 New sheet – Added cells BC1L, BC1R, BC4L and BC4R. 01.22-2 New sheet – Added cells BC6L, BC6R and BC8L. 01.22-3 New sheet – Added cells BC8R, BC10L and BC10R. 01.22-4 New sheet – Added cells BD1L, BD1R and BD4L. 01.22-5 New sheet – Added cells BD4R, BD6L and BD6R. CHAPTER 2: 02.04 – 6 New sheet – Added instructions for Title Block-Federally Funded

Maintenance Projects 02.04 – 7 New sheet – Added instructions for Title Block-State funded

Maintenance Projects. CHAPTER 3: 03.11-2 New sheet- Moved some bid items from previous sheet. CHAPTER 4: 04.03-2 New sheet – Added instructions for placing notes. CHAPTER 6: 06.02-12 New sheet - Instructions for superstructure replacement or deck

replacement. 06.05-3 New sheet - Added BC27C series. 06.05-4 New sheet - Added BC27C-10 and BC27C-11, notes for BC27C

series. 06.05-5 New sheet - Added BC27D series. 06.05-6 New sheet – Added notes for BC27D series. REVISIONS: File Name Description of changes(s) CHAPTER 1: 01.00-1 Updated names. 01.00-3 Removed the last outdated paragraph. 01.02-1 Revised the first and second paragraphs concerning electronic plan

submission and plan sheet size.

Page 3 January 17, 2008 REVISIONS (cont’d): File Name Description of changes(s) CHAPTER 1 (cont’d): 01.02-2 and -3 Replaced PPMS No. with UPC No. and updated pen table address. 01.03-2 MDL for geology is not to be used. 01.10-2 and -4 Removed railing details from sidewalk sections. 01.14-1 First paragraph: Removed reference to Volume III of S&B

Manual. Paragraph 2a: Removed reference to second submission. 01.15-7 Reformated table. 01.20-4 Deleted 22 in. square concrete pile cell (CP22) – size no longer

used by industry. 01.20-7 Replaced aluminum rail with BR27C rail in cells ESTQ1 and

ESTQ2. 01.20-8 Replaced the aluminum rail with BR27C rail in cell ESTQ3 and

replaced the PPMS Number with the UPC Number in cell FSHT. 01.20-9 Revised cell GNNTE: Added reference to the LRFD Bridge

Design Specifications, the LRFD Movable Bridge Design Specifications.

01.20-11 Added cells PDDI and PDD2, moved some cells to the next sheet. 01.20-12 Moved some cells to next sheet. 01.20-13 Revised the reference file no. in cell REBAR from 01.10-1 to

01.11-1 and moved some cells to the next sheet. 01.20-14 Added a layer of No. 25 or 26 crusher run aggregate to cell RIP;

revised Right-of-Way note for cell ROW. 01.20-15 Moved cells SBFL1, SBFL2 from sheet 01.20-18a. 01.20-16 Moved cell SBFL3 from sheet 01.20-18b, moved cell SHT from

sheet 01.20-13; revised copyright date on cell SHT. 01.22-16 Removed voided 3 rail aluminum details. CHAPTER 2: 02.01- 1 thru -5 Replaced PPMS No. with UPC No. 02.01- 8 Revised Note #29 to show C/L / B/L. 02.02-1 Replaced PPMS No. with UPC No. 02.02-5 Replaced PPMS No. with UPC No. 02.02-6 Revised special provision numbers and issue dates. 02.03-1 Added a note showing HL-93 loading for designs by LRFD. 02.03-2 Added note for designs using the AASHTO LRFD Bridge Design

Specifications; Movable Bridge Design Specifications only in LRFD format; and 2007 Road and Bridge Specification starting with July 2008 ad date .

02.03-3 Moved text from previous sheet. 02.03-5 Approach slabs no longer included in road plans but in the bridge

plans starting with September 2008 ad date. 02.03-6 Modified explanation on experimental type projects; deleted name

of State Structure and Bridge Engineer.

Page 4 January 17, 2008 REVISIONS (cont’d): File Number Description of changes(s) CHAPTER 2 (cont’d) 02.04-4 Revised note #9; added note #10. 02.04-9 Revised bdetails.cel to symbols.cel in item #1. 02.05-2 Revised P.E. seal; lower case letters for consultants. 02.05-3 Lower case letters for consultants. CHAPTER 3: 03.01-1 Revised Estimated Quantity Table entry for rail type; added

approach slab quantities (concrete and reinforcing steel). 03.01-2 Revised Estimated Quantity Table entry for rail type; added

approach slab quantities (concrete and reinforcing steel). 03.01-3 Revised Estimated Quantity Table entry for rail type; added

approach slab quantities (concrete and reinforcing steel). 03.04 Revised P.E. seal. 03.05-3 Revised note #16 and added note #18. 03.06-1 Added item Asphalt Concrete with reference 18, deleted “or MP“

from “Bridge Median Barrier Ty. MC or MP”, deleted “or MP(J)” from “Bridge Median Barrier Ty. MC(J) or MP(J)”, added bid item “Corrosion Resistant Reinforcing Steel”, deleted bid item “Concrete Parapet(Sidewalk)” and “Concrete Parapet Sidewalk/Ltwt.Concrete.”

03.06-7 Added bid items “BR27C and BR27D Railings” and deleted bid item “Railing”.

03.07-1 Deleted bid item ”Concrete Parapet (Sidewalk)’ and added “Corrosion Resistant Reinforcing Steel”.

03.07-2 Deleted bid item “Dynamic Pile Test” and added bid items “Dynamic Pile Test (Friction Piles” and “Dynamic Pile Test (End Bearing Pile)”.

03.07-4 Added bid items “BR27C and BR27D Railings” and bid item “Select Material Type 1 Min. CBR-30” and deleted bid item “Railing”.

03.07-5 Moved some bid items from previous sheet. 03.08 Removed bid item “Asphalt Concrete Overlay Type SM-2B” and

corrected the item code numbers for the 8’ and 10’ fence from 68088 and 68089 to 67088 and 67089.

03.09-1 Replaced thirteen “Asphalt Concrete” bid items with “Asphalt Concrete” bid item with reference 18, added bid item “Corrosion Resistant Reinforcing Steel” and moved some bid items from sheet ahead.

03.09-2 Moved some bid items from sheet ahead. 03.09-3 Added plan quantity symbol beside bid item “Parapet Concrete”,

added bid items “BR27C and BR27D Railings”, deleted bid item “Railing” and moved some bid items from sheet ahead.

Page 5 January 17, 2008 REVISIONS (cont’d): File Number Description of changes(s) CHAPTER 3 (cont’d): 03.09-4 Replaced bid items “Structural Steel High Strength Plate Girders”,

“Structural Steel High Strength Rolled Beams”, “Structural Steel Plate Girders”, and “Structural Steel Rolled Beams” with new items and moved bid items from sheet ahead.

03.09-5 Moved bid items from sheet ahead. 03.10-1 Added bid item “Corrosion Resistant Reinforcing Steel”. 03.10-2 Deleted bid item “Dynamic Pile Test” and added bid items

“Dynamic Pile Test (Friction Piles” and “Dynamic Pile Test (End Bearing Pile)”.

03.10-3 Added bid items “BR27C and BR27D Railings”, ”Pipe Underdrain 6”, deleted bid item “ Railing” and moved bid items to next sheet.

03.10-4 Added bid item “Select Material Type 1 Min. CBR-30” and moved bid items from previous sheet.

03.11-1 Added eleven Asphalt Concrete Types used on the roadway, their item codes, specification and reference note 18.

03.12-4 Replaced bid item “NS Concrete I-Beam” with “NS Prestressed Concrete I Beam” and added bid items “NS Prestressed Concrete Beam Bulb T”, “NS Prestressed Concrete Box Beam” and “NS Prestressed Concrete Slab”.

CHAPTER 6: 06.01-2 Revised file reference in Note F and Note I. 06.01-3 and -4 Revised Note M on Design exceptions and waivers. 06.02-5 Added instructions and a sketch for RRR projects. 06.02-7,-8 and -9 Replaced 3 rail aluminum sidewalk railing with BC27 steel railing. 06.04-6 Replaced 3 rail aluminum sidewalk railing with BC27 railing;

changed Face of Curb to Face of Rail. 06.04-7 Replaced 3 rail aluminum sidewalk railing with BC27 railing;

changed Face of Curb to Face of Rail. 06.04-8 Replaced 3 rail aluminum sidewalk railing with BC27 railing and

changed Face of Curb to Face of Rail. 06.04-10 Changed Face of Curb to Face of Curb/Rail. 06.05-1 Added instructions on the use of BMR-14 and BMR-15. 06.05-2 Changed Face of Curb to Face of rail in the four Kansas Corral

Rail sections. 06.07-1 Added HL-93 to Note A, revised Note B to provide an approved

process for omitting the approach slabs from a structure; moved notes to next sheet.

06.07-2 Lined through Note G, added Note H detailing the bid items to be used; noted ad date when approach slabs will no longer be included in the road plans; moved notes from previous sheet.

Page 6 January 17, 2008 REVISIONS (cont’d): File Number Description of changes(s) CHAPTER 20: 20.01-1 Revised maximum span length for simple span from 180 to 160 ft. 20.01-2 Deleted figure showing span lengths for simple span. RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer




COMMISSIONER

May 11, 2007 MEMORANDUM TO: Holders of Volume V – Part 2: Design Aids – Typical Details SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 2 Design Aids – Typical Details VOIDED: The following file numbers in Chapter 20 are voided: 20.100-1 and 20.100-2 20.101-1 and 20.101-2 20.102-1 thru 10.102-4 20.103 20.104 NEW ISSUE: Chapter 20: Integral/Jointless Bridges This issue replaces the previous Chapter 20 file numbers noted above. The chapter includes general guidelines and selection, full integral abutments, semi-integral abutments and deck slab extensions. Also included are sample calculations, details, typical plan sheets and checklists.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Kendal R. Walus, P.E. State Structure and Bridge Engineer





ACTING COMMISSIONER

March 31, 2006 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 NEW ISSUES: File Number Description of change(s) CHAPTER 1: 01.06-5 and -6 New sheets. 01.13-8 New sheet. 01.15-1 thru -11 New section - As-Built plans. 01.20-18a, -18b New sheets - added cells for select backfill. CHAPTER 2: 02.06-1 thru -6 New section - Location map for Bridge-only plans. CHAPTER 17: 17.102-1 thru -5 New section. REVISIONS: File Number Description of change(s) CHAPTER 1: 01.TOC-1, -2, -4, -5, -6 Revised date of applicable sheets. 01.00-1 Added new member Prasad L. Nallapaneni, P.E.; Moved Ray Strathy, Tom Bracey, Dale Crabtree and Wayne Glasgow to list of contributing members. 01.01-1 thru 01.01-7 Revised to reflect format of Microstation V8. 01.06-1 Changed total number of sheets from 4 to 6.


Page 2 March 31, 2006 REVISIONS (continued): File Number Description of change(s) CHAPTER 1 (cont’d): 01.06-2 Deleted No. 5 - info has been moved to 01.06-5 and -6. 01.06-3 and -4 Changed total number of sheets from 4 to 6. 01.07-1 Rearranged columns in Patterning Symbology table. 01.07-2 Revised to reflect format of Microstation V8. 01.13-1 thru -6 Changed total number of sheets from 7 to 8; revised sheets to reflect Microstation V8 palettes. 01.13-7 Added new checklist item (drop status on cells). 01.19 References to symbols.cel and trans.cel changed to symbols1.cel and trans1.cel 01.20-8 Added cell ESTWO for Work orders on as-built plans. 01.20-14 Replaced ampersand in SLAB cell with the word "and." 01.21-1 thru -5 Titles on sheets changed from symbols.cel to symbols1.cel. 01.22-1 thru -13 Titles on sheets changed from trans.cel to trans1.cel. CHAPTER 2: 02.TOC-1 and -2 Revised date of applicable sheets 02.01-1 thru 02.01-5 Removed L&D sheet number from project block. 02.01-11 Added instruction to always use the designation "Edge of stream.” 02.02-1 Removed L&D sheet number from project block. 02.02-5 Removed L&D sheet number from project blocks. 02.03-1 In span layout, changed type V beams to 69" bulb-t beams. 02.03-2 VDOT Work Area Protection manual date changed to May 2005. 02.04-3 Added No. 10. 02.04-4 Added No. 10; Added statement that paper copy of title sheet shall be retained in VDOT S&B plan file room. CHAPTER 3: 03.TOC-1 thru -3 Revised date of applicable sheets. 03.01-1 Removed L&D sheet number from project block. 03.01-2 Removed L&D sheet number from project block. 03.01-3 Removed L&D sheet number from project block. 03.02 Removed L&D sheet number from project block. 03.06-7 Added new Kansas Corral Railing pay items. 03.07-4 Added new Kansas Corral Railing pay items. 03.09-4 Added new Kansas Corral Railing pay items. 03.10-3 Added new Kansas Corral Railing pay items. 03.11 Removed pay item 00550-Dismantle and Remove Existing structure. CHAPTER 4: 04.TOC Revised date of applicable sheets. 04.01 Removed L&D sheet number from project block.

Page 3 March 31, 2006 REVISIONS (continued): File Number Description of change(s) CHAPTER 5: 05.TOC Revised date of applicable sheets. 05.101-1 and -2 Revised R' line to terminate at inside circle. CHAPTER 7: 07.TOC Revised date of applicable sheets. 07.100-3 In diagram for bent bars for slabs, corrected the line showing delineation of pin diameter. 07.101-1 Added reference to AASHTO 8.25.2.3 for epoxy coated bars. Changed "more" to "less" in splice classifications table (bottom left box). 07.101-2 Corrected three f'c values from 4500 to 4000. Added note that values in table are for plain reinforcement. CHAPTER 11: 11.TOC-2 Revised date of applicable sheets. 11.104-6 Revised complete penetration weld terminology. CHAPTER 12: 12.TOC-1 thru -4 Revised date of applicable sheets. 12.00-1 Revised section title "GENERAL PROCEDURES" to read "INTRODUCTION". Revised list of major changes and/or additions. 12.00-2 Revised list of major changes and/or additions. 12.01-1 Revised the title, "GENERAL:", to read "GENERAL INFORMATION:". 12.01-3 Revised column headings of table. Recalculated values in table rounding off to nearest 10 lbs. Revised equations below table and added AASHTO references. Added definition to the equation for yield strength of prestressing steel. 12.01-4 Added spaces between variables in equations. 12.01-5 Added spaces between variables in equations. 12.01-6 Added spaces between variables in equations. 12.01-8 Added spaces between variables in equations. 12.02-1 Revised diagram for computing camber due to prestressed force at release. 12.02-2 Simplified equation for computation of camber due to prestressed force at release. Added spaces between variables in equations. 12.03-2 Added new paragraph, BEAM END DETAILS FOR INTEGRAL ABUTMENTS. Revised the title,"GENERAL PROCEDURES", for File No. 12.00-1 to read "INTRODUCTION" . 12.04-1 Revised the title, "GENERAL:", to read "GENERAL INFORMATION:".

Page 4 March 31, 2006 REVISIONS (continued): File Number Description of change(s) CHAPTER 12 (continued): 12.04-2 Revised reference file numbers under BEAM DIAPHRAGM DETAILS section. Revised the title, "GENERAL PROCEDURES", for File No. 12.00-1 to read "INTRODUCTION". 12.05-1 Revised the title, "GENERAL PROCEDURES", for File No. 12.00-1 to read "INTRODUCTION". 12.06-1 Revised the title, "GENERAL PROCEDURES", for File No. 12.00-1 to read "INTRODUCTION". 12.07 Revised the title, "GENERAL:", to read "GENERAL INFORMATION:". Capitalized the first letter in the word "contractor". 12.08-1 Revised the title, "GENERAL:", to read "GENERAL INFORMATION:". 12.08-2 Revised the title, "GENERAL PROCEDURES", for File No. 12.00-1 to read "INTRODUCTION". 12.10-1 Revised the title, "GENERAL:", to read "GENERAL INFORMATION:". Revised the title, "GENERAL PROCEDURES", for File No. 12.00-1 in Note 1 to read "INTRODUCTION". 12.10-5 Revised Section A-A to show end diaphragm located on the centerline of the insert plate. Revised the title, "GENERAL PROCEDURES", for File No. 12.00-1 in Note 1 to read "INTRODUCTION" . Deleted "(PCBT-29 THRU PCBT-53)" from the sheet title block. 12.10-6 Deleted "(PCBT-29 THRU PCBT-53)" from the sheet title block. 12.10-11 Revised the title,"GENERAL PROCEDURES", for File No. 12.00-1 in Note 1 to read "INTRODUCTION". 12.10-12 In Note 5 revised the words "DS04" and "DS06" to read "DL04" and "DL06". 12.11-3 Revised the title,"GENERAL PROCEDURES", for File No. 12.00-1 in Note 1 to read "INTRODUCTION". 12.11-4 Revised Note 8 specifying the grade of steel to be used for plain steel dowels and allowable shear stress to be used for design. 12.11-6 Revised the title,"GENERAL PROCEDURES", for File No. 12.00-1 in Note 1 to read "INTRODUCTION". 12.11-9 Revised the title,"GENERAL PROCEDURES", for File No. 12.00-1 in Note 1 to read "INTRODUCTION". 12.12-2, -3, -4 and -6 Removed L&D sheet number from project block. 12.12-5 Deleted end diaphragms at abutment A. Revised line label note to read "Line thru centers of bearing". Removed L&D sheet number from project block 12.13-2, -3, -5 and -6 Removed L&D sheet number from project block.

Page 5 March 31, 2006 REVISIONS (continued): File Number Description of change(s) CHAPTER 15: 15.TOC Revised date of applicable sheets. 15.100-1 Three columns were denoted with a number 26 - changed to number 29; removed L&D sheet number from project block. CHAPTER 17: 17.TOC Added new section 17.102 - Select Backfill. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: George M. Clendenin, P.E. State Structure and Bridge Engineer



RICHMOND, 23219-2000 PHILIP A. SHUCET

COMMISSIONER

June 1, 2005 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 NEW ISSUE: The following new chapter is being issued: Chapter 12: Prestressed Concrete This issue combines all of the prestressed concrete detailing and design material in one chapter including prestressed voided slabs, Bulb-T’s, diaphragm details and preliminary design aids. Also included are sample sheets for the superstructure portion of a set of plans with prestressed concrete members. NOTE: As indicated in earlier issues, due to various restrictions on placing files on the Internet, portions of the drawings shown in the chapters throughout, do not necessarily reflect the correct line weights, line types, fonts, arrowheads, etc. Wherever discrepancies occur, the written text shall take precedence over any of the drawn views. Also, note that although initially it was indicated that the manual would be printed on only one side, the manual will be printed on two sides except for 11 x 17 sheets. With this issuance, the reissue of Volume V – Part 2 is complete. The “old” Volume V - Part 2 is to be discarded and marked “VOID.” Henceforth, this “new” edition of the manual will be considered the “official” version.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V - PART 2.


June 1, 2005 Page 2 /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: George M. Clendenin, P.E. State Structure and Bridge Engineer Attachments




COMMISSIONER

April 1, 2005 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 NEW ISSUE: The following “new” chapters are being issued: Chapter 5: Geometry Chapter 7: Reinforcing Steel Chapter 8: Concrete Design Aids Chapter 9*: Transverse Section Chapter 10: Concrete Deck Slab Chapter 11: Steel Rolled Beam / Plate Girder Chapter 13: Bearings Chapter 14: Joints Chapter 15: Pier Details Chapter 16*: Pile Bents Chapter 17: Abutment Details Chapter 18*: Retaining Walls Chapter 19: Approach Slabs Chapter 20: Integral Abutments / Jointless Bridges Chapter 21: Slope Protection Chapter 22: Drainage Chapter 23: Piles Chapter 24*: Seismic Considerations Chapter 25: Parapets / Rails / Medians / Sidewalks Chapter 26*: Boring Logs Chapter 27*: Navigation Lights Chapter 28*: Fender System Chapter 29*: Utilities on Bridges Chapter 30*: Traffic Control Devices Chapter 31*: Maintenance / Repair Plans Chapter 32*: Bridge Widening


April 1, 2005 Page 2 Chapter 33*: SAAP Contracts This issue replaces the remainder of the “old” Manual of the Structure and Bridge Division, Volume V – Part 2. On February 1, 2005, Chapters 2, 3, 4 and 6 were issued along with a revised Chapter 1. Note that Chapter 12: Prestressed Concrete is not in this issue. This chapter will be issued in the very near future. These “new” chapters have been compiled from the manual that is often referred to as “office practices.” The Drafting and Detailing Committee recognizes the diligent efforts of Ms. Dale Crabtree and Mr. Thurston Boggs who were instrumental in completing this work. As far as practical and due to time constraints, the material has been updated for errors and placed in the current format of the previously issued chapters. You will note that in the introduction of these chapters the following notes appear:

This chapter is under development and will be revised at a later date. Data in this chapter is provided for use until revisions are complete.

In addition, some of the chapters are marked with an asterisk. There is no material in them at this time. The table of contents is marked with a bolded “UNDER DEVELOPMENT.” Also included with this release is a table of contents for this manual. Please place it in front of the Table of Contents for Chapter 1. NOTE: As indicated in earlier issues, due to various restrictions on placing files on the Internet, portions of the drawings shown in the chapters throughout, do not necessarily reflect the correct line weights, line types, fonts, arrowheads, etc. Wherever discrepancies occur, the written text shall take precedence over any of the drawn views. Also, note that although initially it was indicated that the manual would be printed on only one side, the manual will be printed on two sides except for 11 x 17 sheets.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V - PART 2. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: George M. Clendenin, P.E. State Structure and Bridge Engineer Attachments




COMMISSIONER

February 1, 2005 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 NEW ISSUE: The following “new” chapters are being issued: Chapter 2: Title Sheet Chapter 3: Estimated Quantities Sheet Chapter 4: Interior Sheets Chapter 6: Geometrics This issue replaces and supersedes all references in the “current” Volume V – Part 2 to the subject areas included in the above noted chapters. The number of changes is too numerous to list. A list of the changes made to geometrics is noted below under revisions. REVISIONS: A re-issue of the entire Chapter 1 dated November 7, 2003 is made. Please replace the entire chapter with this issue. Highlights of the changes are as follows: CHAPTER 1: File no. /commentary: In general, every sheet contains a new sheet title and new date. Table of Contents is reformatted to match new chapters. 01.00-1: Bryan Silvis is added to the table of committee members. 01.00-2: New sheet added for future information.


Page 2 February 1, 2005 01.00-3 (previous 01.00-2): Minor typo corrected. 01.02-1: Deleted GENERAL LAYOUT OF PLAN SHEETS as this is now covered in Chapters

2 and 3. 01.02-2 and -3: Replaced sheet cells with updated cells (new project block, new VDOT logo). 01.02-4 and -5: Deleted these sheets as this information is now covered in Chapters 2 and 3. 01.02-4 (previous 01.02-6): Revised arrangement of sheets (first three sheets). 01.04-1: Revised title blocks in the two diagrams to reflect correct copyright date, title of sheet

and sheet number. Corrected file number. 01.04-2: Minor text corrections; added scale of 1”=15’. 01.05-1: Changed name of subpalette; added No. 11 Construction lines. 01.05-2: Added Construction line in Line Symbology table. 01.05-3: Changed name of subpalette; clarified Utility Line designation E. 01.05-4 and -5: Minor typos corrected. 01.05-8 and -9: Added these two sheets to detail circular cut lines. 01.06-1: Changed name of subpalette; new palette shown with Construction lines added. 01.06-2: Minor typo corrected. 01.06-4: Cell library name changed to bdetails1.cel. 01.07-2: Inserted new sheet detailing patterning palette. 01.07-3 (previous 01.07-2): Corrected PB series numbers in column detail. 01.07-4 (previous 01.07-3): Corrected upper case lettering. 01.08-1: Unbulleted the list; made list headings bold. 01.08-4: Corrected circular cut lines. 01.09.1: Cell library name changed to bdetails1.cel. 01.09-2: Cell library name changed to bdetails1.cel. 01.09-3: Degree mark in first paragraph revised. 01.09-4: Cell library name changed to bdetails1.cel; minor typos corrected. 01.10-3: Corrected PB series numbers in column detail. 01.11-1: Cell library name changed to bdetails1.cel. 01.13-2: In Item No. 5, new screen print shows Construction lines checked. 01.13-3: Added color 85 for construction lines. 01.13-4: Cell library name changed to bdetails1.cel. 01.13-7: In Item No. 20, sheet titles have been changed. 01.14-3: Changed Line Settings S&B palette to V4.0.0 revls S&B palette. 01.14-4: Cell library name changed to bdetails1.cel. 01.14-9: Deleted block for consultant name; corrected copyright date; changed titles in title

block. 01.19: Cell library name changed to bdetails1.cel; deleted names.cel library. 01.20: Bdetails.cel changed to bdetails1.cel; entire section reformatted; cells added/deleted. 01.21: Names.cel section deleted. 01.22: Symbols.cel section reformatted; cells added/revised; section renumbered to 01.21. 01.23: Trans.cel section reformatted; section renumbered to 01.22. 01.24: Welds.cel section renumbered to 01.23. CHAPTER 6: 06.TOC-1 and -2: Table of Contents added. 06.00: Introduction identifying changes to past practices added.

Page 3 February 1, 2005 06.01-1 (“old” file no. 02.01-1): Note B incorporated into Note M on File No. 06.01-3; Note C

changed to Note B and reference for maintenance of pedestrian and/or bicycle traffic provided; Note D changed to Note C with additional changes as follows: Note 2 revised from “Interstate” to “Freeway;” Note 3 revised allowing District Materials Engineer to request flatter slope; Notes 6 and 7 removed. New Note D created to address location of toe of fill; sections added for bridges over railroads and bridges over streams; Note E moved to File No. 06.01-2. Header changed from “Medians” to “Single versus separate structures;” Note F removed; Note G removed.

06.01-2 (“old” file no. 02.01-2): Notes H incorporated into Note J on File No. 06.01-3; Note I changed to Note F; Notes J and K combined into Note G; Note L changed to Note H and desirable vertical clearance over abandoned railway lines added; Note M changed to Note I and design year information updated to be in accordance with LD-104; Note N incorporated into Note J on File No. 06.01-3; Note O changed to Note K and revised to refer to Standard HR-1 of VDOT Road and Bridge Standards.

06.01-3: New Note L added addressing accessibility guidelines for pedestrian and/or bicycle facilities; new Note M added addressing one-lane bridges and design exception requests. Note B, previously shown on File No. 02.01-1, and “major structure” note from individual road classification geometric sheets incorporated into this note.

General changes to “old” file nos. 02.01-3 thru 02.01-11:

Left/right shoulder used in lieu of inside/outside lane. Parapet shape updated. Grade introduced on elevation drawing. Consistent note order used on each sheet. “Major structure” note moved to File No. 06.01-3. 6’ minimum clearance behind guardrail previously shown replaced with reference note to VDOT Road and Bridge Standards. Reference note for curved structure requirements added. Designers referred to specific “toe of fill” note on File No. 06.01-1.

06.02-1 (“old” file no. 02.01-3): Minimum horizontal clearance replaced with reference note to

File No. 06.03-3. 06.02-2 (“old” file no. 02.01-4): Minimum horizontal clearance table replaced with reference

note to File No. 06.03-3. 06.02-3 (“old” file no. 02.01-5): Removed DHV traffic thresholds and updated ADT ranges. 06.02-4 (“old” file no. 02.01-6): Removed DHV traffic thresholds and updated ADT ranges;

added note allowing additional bridge width when “P” is less than 20’. 06.02-5 (“old” file no. 02.01-7): Removed DHV traffic thresholds and updated ADT ranges. 06.02-6 (“old” file no. 02.01-8): Minimum horizontal clearance table replaced with reference

note to File No. 06.03-3. 06.02-7 (“old” file no. 02.01-9): Dimensioning in Detail A “preferred” revised to match those

shown in VDOT L&D Road Design Manual. Non-relevant / conflicting dimensions in Detail A “minimum” removed.

06.02-8 (“old” file no. 02.01-10): Dimensioning in Detail A “preferred” revised to match those shown in VDOT L&D Road Design Manual. Non-relevant / conflicting dimensions in Detail A “minimum” removed.

Page 4 February 1, 2005 06.02-9 (“old” file no. 02.01-11): Dimensioning in Detail A “preferred” revised to match those

shown in VDOT L&D Road Design Manual. Non-relevant / conflicting dimensions in Detail A “minimum” removed.

06.02-10 (“old” file no. 02.01-12): Left/right shoulder used in lieu of inside/outside lane; parapet shape updated; “Ramp Structure” revised to “Single Lane Ramp Structure” and sketch updated to work in conjunction with the notes; original Notes A and B removed. Notes A, B, C and D added which includes specifying a minimum vertical clearance for ramp structures of 16’-6” regardless of the roadway classifications connected.

06.02-11: Raised median details previously shown on File No. 02.01-15 relocated to this sheet; Note A added.

06.03-1 and 06.03-2: New files provide information on stopping sight distance for curved structures.

06.04-1: New file defines terms used in conjunction with this section. 06.04-2 and -3 (“old” file no. 02.01-13: Responsible division for fencing/lighting requirements

moved from notes to sketch; handrail clearance and size shown; desirable vertical clearance shown; dimension showing height of handrail replaced with note; minimum pedestrian railing height shown on one side; 6” curb height previously shown changed to 12”; 1 percent cross slope previously shown changed to 2 percent; notes lettered instead of numbered; note specifying clear width between curbs revised; note specifying slot opening for drainage revised; note specifying pedestrian ramp requirements revised. Note barring the use of circular ramps incorporated into this note; note concerning channelizing devices added; note specifying triangular or circular fillets at right angular turns removed; references updated.

------ “old” file no. 02.01-14 VOIDED. 4 and -5: New files provide information on shared use path bridge. 06.04-6 (“old” file no. 02.01-15): Sketch revised to coincide with additional sketches added to

this section; one percent cross slope shown; pedestrian fence shown on outside of railing; Note A revised; Notes B and C added; raised median details moved to File No. 06.02-11.

06.04-7: New file provides information on bicycle lanes. 06.04-8 thru 06.04-10: New files provide information on shared use paths. 06.05-1 (“old” file no. 02.01-16): Standards BPB-2E and BPB-2F replaced by BPB-3A and

BPB-3B; standards BCR-1 and BCR-2 moved to File No. 06.05-2 and dimensions updated; note beginning with “For the timber initiative,” removed.

06.05-2: Standards BCR-1 and BCR-2 moved to sheet and dimensions updated; standards BCR- 3 and BCR-4 added to sheet; standards BIR-1 and BIR-2 added to sheet.

06.05-3: New file provides information on sound walls attached to bridges. 06.03-3 (“old” file no. 02.01-17): Curved roadway note changed to require use of the horizontal

curve adjustments to clear zones only when indicated by the road designer; “accidents” changed to “crashes” at each occurrence; source updated; details and notes added for clear zone extensions due to non-recoverable slopes.

06.03-4 (“old” file no. 02.01-18): Horizontal Curve Adjustment table updated to match AASHTO Roadside Design Guide, 2002, and VDOT L&D Road Design Manual; “accidents” changed to “crashes” at each occurrence; source provided.

06.06-1 (“old” file no. 02.01-19): Last three notes moved to File No. 06.06-2.

Page 5 February 1, 2005 06.06-2 (“old” file no. 02.01-20): Three notes from previous sheet added; notes pertaining to

crash wall moved to File No. 06.06-3; VDOT L&D Road Design Manual reference updated and moved from “Collision wall” details to coincide with the sheeting note.

06.06-3 and -4: Notes pertaining to crash wall from previous sheet added and revised; Collision Wall Details previously shown on File No. 07.17-7 added, references updated, and details revised to conform with changes to notes. “Collision wall” replaced by “crash wall” at each occurrence.

06.07-1 and -2 (“old” file no. 02.01-26): Recommendations in VTRC Guidelines for the Use, Design, and Construction of Bridge Approach Slabs adopted including less conservative traffic volumes for considering the use of approach slabs, exemption/request approvals, and full width approach slabs; sketches “For Shoulder Width Structures” and “Structure with U-Wing Walls” combined; asphalt overlay included in quantities when a bituminous concrete overlay is used; note concerning General Notes and location of payment revised.

NOTE: As indicated in earlier issues, due to various restrictions on placing files on the Internet, portions of the drawings shown in the chapters throughout, do not necessarily reflect the correct line weights, line types, fonts, arrowheads, etc. Wherever discrepancies occur, the written text shall take precedence over any of the drawn views. Also, note that although initially it was indicated that the manual would be printed on only one side, the manual will be printed on two sides except for 11 x 17 sheets.




RICHMOND, 23219-2000 Philip A. Shucet George M. Clendenin

COMMISSIONER STATE STRUCTURE AND BRIDGE ENGINEER

November 7, 2003 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 NEW ISSUE: The above noted manual is being revised. Enclosed is the first installment of the “new” manual, Chapter 1 - General Drafting Procedures. Please keep this part of the manual separate from the remainder of the manual (Volume V - Part 2). As noted in the introduction, due to various restrictions on placing files onto the Internet, portions of the drawings shown, in this chapter as well as future transmittals, do not necessarily reflect the correct line weights, line types, fonts, arrowheads, etc. Wherever, discrepancies occur, the written text shall take precedence over any of the drawn views. Also, please note that the manual will be printed on one side only.



Documents

MANUAL OF THE STRUCTURE AND BRIDGE DIVISION · 09.00-1 Update reference to Parts of the Manual of the Structure ... Miscellaneous Beam Details to new ... Manual of the Structure and