MANUAL OF THE STRUCTURE AND BRIDGE DIVISION...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

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 Charles A. Kilpatrick, P.E.

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.

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.

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).

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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.

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”.

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.

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.

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.

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.

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.

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:

File Number Description of change(s)

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

REVISIONS:


TABLE of CONTENTS:


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

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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.

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.

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

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.

November 4, 2011 REVISIONS: File Num

Documents

MANUAL OF THE STRUCTURE AND BRIDGE DIVISION...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