VOLUME V – PART 4 PRESTRESSED CONCRETE BEAM …...Volume V – Part 4 Prestressed Concrete Beam Standards . MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam

VOLUME V – PART 4

PRESTRESSED CONCRETE BEAM

STANDARDS

VIRGINIA DEPARTMENT OF TRANSPORTATION

gang.zhang

Void

These standards are voided and archived as of 03/09/2015.

VirginiaDOT.org WE KEEP VIRGINIA MOVING

COMMONWEALTH of VIRGINIA

DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET

RICHMOND, 23219-2000

Gregory A. Whirley COMMISSIONER

August 30, 2012 SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam Standards The revision is intended to clarify modifications to standards. Design waivers/exceptions are required when changes to the standards are made. VOIDED: None NEW ISSUES:

None REVISIONS: File Number Description of change(s) TOC-1 Revised date of sheet. INSTR-1 Revised modification policy. Moved last paragraph to next page. INSTR-2 Added paragraph from previous page.

Page 2 August 30, 2012 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4 /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





Gregory A. Whirley COMMISSIONER

May 29, 2012 SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam Standards VOIDED: File Number Description of change(s) None NEW ISSUES: File Number Description of change(s)

None

Page 2 May 29, 2012 REVISIONS: File Number Description of change(s) TOC-1, 3 & 5 Revised date of sheet. PCBT-MISC1 Revised Notes to require the insert plate to provide uniform

bearing area over contact area and added sheet reference for bearing details. Added Insert Plate Chamfer Detail, Section A-A, and Insert Plate Details. Revised the pin diameter for reinforcing bars BS0401, BS0408, BS0409 and BS0404.

PCB-MISC Revised Notes to require the insert plate to provide uniform

bearing area over contact area and added sheet reference for bearing details. Added Insert Plate Chamfer Detail, Section A-A, Dimension Table, and Insert Plate Details.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4 /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





Gregory A. Whirley Acting COMMISSIONER

June 14, 2010 SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam Standards VOIDED: File Number Description of change(s) None NEW ISSUES: File Number Description of change(s) None REVISIONS: Notes:

1. For all standards, the block with FHWA Region 3 and block in the upper right corner for Special Provisions/Copied Notes has been deleted. The copyright date has been changed to 2010.

2. For all PCBT series standards, the anchorage zone reinforcement shown in the END VIEW was revised to place the leg of bar, BS04/BS05-series, on top of the bottom layer of strands.

Page 2 June 14, 2010 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4 /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





David S. Ekern, P.E. COMMISSIONER

January 7, 2010 SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam Standards VOIDED STANDARDS: None NEW ISSUES: None REVISIONS: File Number Description of changes(s) TOC-1,TOC-3 and TOC-4 PCBT-MISC-1

PCB-2S, PCB-3C, PCB-3S, PCB-4C,PCB-4S, PCB-5C, PCB-5S, PCB-6C, and PCB-6S

Revised date. Revised the reinforcing steel note to call for corrosion resistantreinforcing steel – low carbon/chromium. Revised the reinforcing steel note to call for corrosion resistant reinforcing steel – low carbon/chromium.

Page 2 January 7, 2010 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4 /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

May 29, 2009 SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam Standards NOTE: Effective with the December Advertisement, Standards shall be sealed and signed in accordance with Volume V – Part 2, File No. 01.16.1 thru 01.16.7. All PCBT series standard sheets have been revised to reflect the new design requirements for pretensioned anchorage zone. Beam end details shown on the PLAN and SECTION ON CENTERLINE have been modified to reflect these requirements. A note has been added on all PCBT series standard sheets for continuous spans stating that the design is based on a minimum of 90 days between the release of strands and casting of closure diaphragms. All PCB standard beam detail sheets for continuous spans have been revised to show L-shape bars for positive moment reinforcement in the beam ends. Notes to Designer have been revised deleting the fourth paragraph which references a study of positive moment connections for continuous precast concrete Bulb-T are conducted by VA Tech. All PCB standard beam detail sheets have been revised changing the minimum lap of 1’-8” to 1’-3” for a two piece BS0402 bar.

Page 2 May 29, 2009 VOIDED STANDARDS: None NEW ISSUES: File Number Description of changes(s) PCBCELLS-4 PCBCELLS-5 PCBCELLS-37

New cell, EDLRSS, added for right beam end top flange at enddiaphragm for right skew greater than 0°. New cell, EDLLSS, added for right beam end top flange at enddiaphragm for left skew greater than 0°. New cell, PSDTL, added for Bulb-T top flange pipe sleeve details.

REVISIONS: File Number Description of changes(s) All standard sheets PCBT-53S-1,

PCBT-61S-1, PCBT-69S-1 and PCBT-77S-1 PCBT-29C-3,

PCBT-37C-3, PCBT-45C-3, PCBT-53C-3, PCBT-61C-3, PCBT-69C-3, PCBT-77C-3, PCBT-85C-3, PCBT-93C-3 and PCBT-MISC1-1 PCBT-MISC2 -1

All standard sheets have been revised to reflect the border forsealing and signing of plans. Revised dimension line on TYPICAL BEAM SECTION to showweb height from top flange fillet to bottom flange fillet. NOTES TO DESIGNER: Modified notes to reflect changes innotes on sheet. REINFORCING STEEL SCHEDULE revised to reflect the newreinforcing bar details for pretensioned anchorage zone designand the reinforcing bars details in the top and bottom flanges forskewed Bulb-T beam ends were revised. TOP FLANGE AND WEB REINFORCEMENT END DETAILSand BOTTOM FLANGE REINFORCEMENT END DETAILSmodified to show revised cells.

Page 3 May 29, 2009 REVISIONS: File Number Description of changes(s) PCBT-D1-1,

PCBT-D2-1, PCB-D3-1 and PCB-D4-1 PCBT-CLOS1-1 and PCBT-CLOS2-1 CELLS – series

Details A and B along with Sections C-C, D-D and E-E revised to show outstanding legs of connector angles on same side of diaphragm layout reference line and diaphragm layout referenceline revised to read “Line thru centers of inserts or bolts fordiaphragms.” or “Line thru centers of bolts for diaphragms”. Work points for reference line revised to read “Work point at centerline of beam and line thru centers of inserts or bolts fordiaphragms.” Alternate Detail B with sections added to allow useof inserts in lieu of through bolts for connector angles at interiorbeams. Sections B-B and D-D revised to show a 2’-3” typical lap length for bars BL0501 with BC0501. The cells in the cell library (pcb.cel) have been revised to reflectthe new reinforcement details for pretensioned anchorage zonedesign and the detailing of reinforcing bars in the top and bottom flanges for skewed Bulb-T beam ends. Lap length added for cast-in-place end and intermediate diaphragm details.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4 /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 11, 2008 SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam Standards All of the standard sheets in this series have been revised. Two blocks for the P.E. stamp have been added to the lower left hand corner and the copyright date has been changed to 2008. Some details have been rearranged to provide space for the P. E. stamps. NOTE: Standard sheets are not required to be sealed and signed at this time. VOIDED STANDARDS: None NEW ISSUES: File Number Description INSTR-2 and -3 Added instructions for external users for accessing MicroStation

(.dgn) files and cell library (pcb.cel) and for printing manual. PCBT-MISC2 Standard sheet along with NOTES TO DESIGNER added. With

the addition of the P.E. blocks, there was insufficient space for all of the details on the PCBT-MISC (now MISC1) standard sheet. Therefore, the TOP FLANGE and WEB REINFORCEMENT END DETAILS and the BOTTOM FLANGE REINFORCEMENT END DETAILS were moved to this sheet.

Page 2 July 11, 2008 NEW ISSUES (cont’d): File Number Description PCB-MISC Standard sheet added along with NOTES TO DESIGNER. With

the addition of the P.E. blocks, there was insufficient space for all of the details on the PCB–series standard sheets. Therefore, the DEAD LOAD DEFLECTION DIAGRAM, TYPICAL BOTTOM FLANGE EDGE DETAIL and CAMBER DIAGRAM were moved to this sheet.

REVISIONS: File Number Description of change(s) INSTR-1 Falcon location changed. TOC-1 thru -5 Deleted “PCB” from file name. Added –DGN link to each standard

in the table of contents for downloading .dgn file TOC-6 Deleted “PCB” from file name. Added -CEL link for downloading

cell library (pcb.cel). PCBT-29S thru -93S Section A-A: Clarified to show cross slope for dimensions G and

H. PCBT-29C thru -93C PCBT-29S-2 thru -93S-2 NOTES TO DESIGNER: Added note to include PCBT-MISC1 PCBT-29C-2 thru -93C-2 and PCBT-MISC2 standards when using Bulb-T standard sheet. PCBT-D1 and -D2 Notes: Revised bolt tightening requirements. PCB-2S thru -6S Added blocks for P. E. stamp. Rearranged sheets, moving some PCB-3C thru -6C details to new PCB-MISC. sheet. PCB-2S-2 thru -6S-2 Notes to Designer: Added note to include PCB-MISC standard PCB-3C-2 thru -6C-2 when using beam standard sheet. PCB-D3 and –D4 Notes: Revised bolt tightening requirements.

Page 3 July 11, 2008 RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4. /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 31, 2007 MEMORANDUM TO: Holders of Manual SUBJECT: Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards All of the standards in the Manual of the Structure and Bridge Division Volume V – Part 4 have been revised including the NOTES TO DESIGNER. Major revisions include updating the standards to the drafting requirements of the office practice (Manual of the Structure and Bridge Division, Volume V – Part 2, Chapter 1) and conversion to MicroStation V8. Some standard sheets were congested and are now expanded to more sheets, etc. Due to the numerous changes, many editorial in nature, not all of the specific changes will be listed under REVISIONS. Only the major revisions will be noted. The cell library (pcb.cel) has been expanded and revised. The CELLS-series sheets have been totally reformatted. VOIDED STANDARDS: None NEW ISSUES: The following standards are new issues: PCBT-MISC All of the Bulb-T standard sheets (PCBT-29S thru -93S and -29C thru -93C) were

congested. Therefore, the reinforcing steel schedule and the dead load deflection diagram were moved to this sheet. This sheet will be required to be used together with the Bulb-T sheets. In addition, top and bottom flange reinforcement details at end diaphragms, integral backwalls and closure diaphragms are added to more clearly show the congested reinforcement typical at beam ends.

PCBT-CLOS1 Closure diaphragms details for PCBT-29 thru PCBT-61. PCBT-CLOS2 Closure diaphragms details for PCBT-69 thru PCBT-93.

Page 2 August 31, 2007 REVISIONS: As noted in the introduction, only the major changes are noted below: PCB (AASHTO beams, Type 2 thru 6, simple (S) and continuous(C)):

Vertical stirrups at ends changed to hairpin bars. Stirrups at ends are “crossed.” The two #5 bars (BL0501) have been deleted based on research at the VTRC.

PCB-D3 Structural steel changed to ASTM A36; bolt tightening procedure changed; and –D4 connector plate alternate added. PCBT-29S Standard now requires two sheets (standard with PCBT-MISC). Vertical stirrup thru -93S bar changed to hairpin bar. Shape of bar into deck changed as well as additional dimension needed due to wide flange and cross slope to insure that reinforcement

which extends into deck is neither too long or too short. Bottom flange edge detail added. The two #5 bars (BL0501) have been deleted based on research at the VTRC.

PCBT-29C Same as above plus end view at closure diaphragm added. Continuity bars are thru -93C detailed as 4 #6 hairpin bars. PCBT-D1 Structural steel changed to ASTM A36; bolt tightening procedure changed; and –D2 connector plate alternate added. CELLS As noted in the introduction, the cell library (pcb.cel) has been greatly expanded -series including clipped details for Bulb-T ends. The sheets have been totally

reformatted. The sheets are now in 8 ½” x 11” format and include an index listing the cells in alphabetical order with a cross reference to the file number for easier location.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4

/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 PHILIP A. SHUCET

COMMISSIONER

November 1, 2004 Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards MEMORANDUM TO: Holders of Volume V – Part 4 --- Prestressed Concrete Beam Standards REVISIONS: The following sheets are revised: TOC This sheet was previously named “INDEX.” Sheets that are intended to be 11 x 17 are

marked with an asterisk (*). Note added at the bottom of the sheet to explain asterisk symbol.

INSTR Previous file name was PCBINSTR. “Instructions” at top of sheet deleted. Added

“’GENERAL” to title at bottom of sheet. Reduced “Table of Contents” from 4 sheets to 3 sheets.

NOTE: The borders on all 8 ½ x 11 sheets are now ½” except for the left which is 1”. The font has

been changed from Universe to Arial. In some instances the NOTES TO DESIGNER may have spilled over to additional sheet(s) due to the changes in the border and font. The 8 ½ x 11 sheets have not been redistributed.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4. /original signed/ Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer For: Malcolm T. Kerley, P.E. State Structure and Bridge Engineer Attachments




RICHMOND, 23219-2000 CHARLES D. NOTTINGHAM MALCOLM T. KERLEY

COMMISSIONER STATE STRUCTURE AND BRIDGE ENGINEER

May 7, 2001

Manual of the Structure and Bridge Division Volume V – Part 4 Prestressed Concrete Beam Standards

MEMORANDUM TO: Holders of Volume V – Part 4 --- Prestressed Concrete Beam Standards NEW ISSUE: This new issue of the prestressed concrete beam standards consists of the Virginia Prestressed Concrete Bulb-T’s (PCBT-series). Interior diaphragms details are galvanized steel. End diaphragms will continue to be cast-in-place concrete. Additional notes are included in the INSTRUCTIONS. Section properties for the Bulb-T’s are also enclosed. This sheet will eventually be included in the Manual of the Structure and Bridge Division, Volume V – Part 2, when the prestressed concrete portion is updated. REVISIONS: The AASHTO/PCI Prestressed Concrete Beams, Types II through VI (PCB-series) have been extensively revised/updated to agree with some of the changes made to the Bulb-T’s (see above). Diaphragm details similar to those used with the Bulb-T’s are also included. The alternate details for the stress-relieved strands have been deleted. As with the Bulb-T’s, we will begin using steel interior diaphragms. The end diaphragms will continue to be cast-in-place. Eventually, the PCB-series will be retired.

RETAIN THIS MEMO IN FRONT OF INDEX TO VOLUME V – PART 4.

Julius F. J. Völgyi, Jr., P.E. Assistant State Structure and Bridge Engineer

For: Malcolm T. Kerley, P.E. State Structure and Bridge Engineer Attachments


PRESTRESSED CONCRETE BEAM STANDARDS VOLUME V – PART 4

TABLE OF CONTENTS

VOL. V - PART 4

DATE: 30Aug2012

SHEET 1 of 6

FILE NO. TOC-1


TABLE OF CONTENTS

FILE NO. TITLE DATE

TABLE OF CONTENTS AND GENERAL INSTRUCTIONS

TOC -1 Table of Contents ........................................................................... 30Aug2012 TOC -2 Table of Contents ........................................................................... 14Jun2010 TOC -3 Table of Contents .......................................................................... 29May2012 TOC -4 Table of Contents ........................................................................... 14Jun2010 TOC -5 Table of Contents .......................................................................... 29May2012 TOC -6 Table of Contents .......................................................................... 29May2009 INSTR -1 General Instructions ....................................................................... 30Aug2012 -2 General Instructions ....................................................................... 30Aug2012 -3 External Users: File Access Instructions ......................................... 11Jul2008 -4 External Users: File Access Instructions ......................................... 11Jul2008

BULB-T’S

* PCBT-29C -1 Bulb-T, 29” depth beam - Continuous Span .................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer ......................................................................... 29May2009 -DGN MicroStation Drawing File

* PCBT-29S -1 Bulb-T, 29” depth beam - Simple Span .......................................... 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File


* PCBT-37S -1 Bulb-T, 37” depth beam - Simple Span .......................................... 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File


* PCBT-45S -1 Bulb-T, 45” depth beam - Simple Span .......................................... 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File * Indicates 11 x 17 sheet; all others are 8 ½ x 11.

VOL. V - PART 4

DATE: 14Jun2010

SHEET 2 of 6


TABLE OF CONTENTS FILE NO. TOC-2


TABLE OF CONTENTS

FILE NO. TITLE DATE

BULB-T’S (cont’d)

* PCBT-53C -1 Bulb-T, 53” depth beam – Continuous Span.................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer ......................................................................... 29May2009 -DGN MicroStation Drawing File

* PCBT-53S -1 Bulb-T, 53” depth beam – Simple Span......................................... 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer ..........................................................................31Aug2007 -DGN MicroStation Drawing File









* Indicates 11 x 17 sheet; all others are 8 ½ x 11.


TABLE OF CONTENTS

VOL. V - PART 4

DATE: 29May2012

SHEET 3 of 6

FILE NO. TOC-3


TABLE OF CONTENTS

FILE NO. TITLE DATE

BULB-T’S (cont’d)

* PCBT-93C -1 Bulb-T, 93” depth beam – Continuous Span .................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer ......................................................................... 29May2009 -DGN MicroStation Drawing File

* PCBT-93S -1 Bulb-T, 93” depth beam – Simple Span ......................................... 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -3 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File

* PCBT-MISC1 -1 Miscellaneous Beam Details - Bulb-T’s ........................................ 29May2012 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCBT-MISC2 -1 Miscellaneous Beam Details - Bulb-T’s ......................................... 14Jun2010 -2 Notes to Designer ......................................................................... 29May2009 -DGN MicroStation Drawing File

* PCBT-D1 -1 Intermediate Diaphragm Details (PCBT-29 thru PCBT-53) ........... 14Jun2010 -2 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File

* PCBT-D2 -1 Intermediate Diaphragm Details (PCBT-61 thru PCBT-93) ........... 14Jun2010 -2 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File

* PCBT-CLOS1 -1 Closure Diaphragm Details (PCBT-29 thru PCBT-61) ................... 14Jun2010 -2 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File

* PCBT-CLOS2 -1 Closure Diaphragm Details (PCBT-69 thru PCBT-93) ................... 14Jun2010 -2 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File * Indicates 11 x 17 sheet; all others are 8 ½ x 11.

VOL. V - PART 4

DATE: 14Jun2010

SHEET 4 of 6


TABLE OF CONTENTS FILE NO. TOC-4


TABLE OF CONTENTS

FILE NO. TITLE DATE

AASHTO/PCI BEAMS

* PCB-2S -1 AASHTO/PCI Type II Beam - Simple Span ................................... 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-3C -1 AASHTO/PCI Type III Beam - Continuous Beam.......................... 14Jun2010 -2 Notes to Designer ......................................................................... 29May2009 -3 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-3S -1 AASHTO/PCI Type III Beam – Simple Span ................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-4C -1 AASHTO/PCI Type IV Beam - Continuous Beam.......................... 14Jun2010 -2 Notes to Designer ......................................................................... 29May2009 -3 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-4S -1 AASHTO/PCI Type IV Beam – Simple Span ................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-5C -1 AASHTO/PCI Type V Beam - Continuous Beam........................... 14Jun2010 -2 Notes to Designer ......................................................................... 29May2009 -3 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-5S -1 AASHTO/PCI Type V Beam – Simple Span .................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-6C -1 AASHTO/PCI Type VI Beam - Continuous Beam.......................... 14Jun2010 -2 Notes to Designer ......................................................................... 29May2009 -3 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-6S -1 AASHTO/PCI Type VI Beam – Simple Span ................................. 14Jun2010 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File



TABLE OF CONTENTS

VOL. V - PART 4

DATE: 29May2012

SHEET 5 of 6

FILE NO. TOC-5


TABLE OF CONTENTS

FILE NO. TITLE DATE

AASHTO/PCI BEAMS (cont’d)

* PCB-MISC -1 Miscellaneous Beam Details (ASSHTO/PCI Types II thru IV) ...... 29May2012 -2 Notes to Designer ........................................................................... 11Jul2008 -DGN MicroStation Drawing File

* PCB-D3 -1 Intermediate Diaphragm Details (ASSHTO/PCI Types II thru IV) .. 14Jun2010 -2 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File

* PCB-D4 -1 Intermediate Diaphragm Details (AASHTO/PCI Type V and VI) ... 14Jun2010 -2 Notes to Designer .......................................................................... 31Aug2007 -DGN MicroStation Drawing File

CELL LIBRARY: PCB.CEL CELLINDEX -1 Index of Cells................................................................................. 29May2009 -2 Index of Cells................................................................................. 29May2009 PCBCELLS -1 Cells .............................................................................................. 29May2009 -2 Cells .............................................................................................. 29May2009 -3 Cells .............................................................................................. 29May2009 -4 Cells .............................................................................................. 29May2009 -5 Cells .............................................................................................. 29May2009 -6 Cells .............................................................................................. 29May2009 -7 Cells .............................................................................................. 29May2009 -8 Cells .............................................................................................. 29May2009 -9 Cells .............................................................................................. 29May2009 -10 Cells .............................................................................................. 29May2009 -11 Cells .............................................................................................. 29May2009 -12 Cells .............................................................................................. 29May2009 -13 Cells .............................................................................................. 29May2009 -14 Cells .............................................................................................. 29May2009 -15 Cells .............................................................................................. 29May2009 -16 Cells .............................................................................................. 29May2009 -17 Cells .............................................................................................. 29May2009 -18 Cells .............................................................................................. 29May2009 -19 Cells .............................................................................................. 29May2009 -20 Cells .............................................................................................. 29May2009 -21 Cells .............................................................................................. 29May2009 -22 Cells .............................................................................................. 29May2009 -23 Cells .............................................................................................. 29May2009 -24 Cells .............................................................................................. 29May2009 -25 Cells .............................................................................................. 29May2009



TABLE OF CONTENTS

VOL. V - PART 4

DATE: 29May2009

SHEET 6 of 6

FILE NO. TOC-6


TABLE OF CONTENTS

FILE NO. TITLE DATE

CELL LIBRARY: PCB.CEL (cont’d) PCBCELLS -26 Cells .............................................................................................. 29May2009 -27 Cells .............................................................................................. 29May2009 -28 Cells .............................................................................................. 29May2009 -29 Cells .............................................................................................. 29May2009 -30 Cells .............................................................................................. 29May2009 -31 Cells .............................................................................................. 29May2009 -32 Cells .............................................................................................. 29May2009 -33 Cells .............................................................................................. 29May2009 -34 Cells .............................................................................................. 29May2009 -35 Cells .............................................................................................. 29May2009 -36 Cells .............................................................................................. 29May2009 -37 Cells .............................................................................................. 29May2009 -CEL MicroStation Cell Library


PRESTRESSED CONCRETE BEAM STANDARDS GENERAL INSTRUCTIONS

VOL. V - PART 4

DATE: 30Aug2012

SHEET 1 of 4

FILE NO. INSTR-1


MANUAL OF THE STRUCTURE AND BRIDGE DIVISION

VOLUME V – PART 4

PRESTRESSED CONCRETE BEAM STANDARDS The prestressed concrete beam standards (PCBT-series and PCB-series) include the Virginia Prestressed Concrete Bulb-T’s (PCBT-series) as well as the AASHTO/PCI Prestressed Concrete Beams, Types II through VI (PCB-series). The PCBT standards were developed using the Bulb-T sections adopted by the Prestressed Concrete Committee for Economic Fabrication (PCEF), a joint committee of FHWA bridge engineers, mid-Atlantic State DOT engineers and precast, prestressed concrete supplies. The Bulb-T’s range from 29” in depth to 93” in depth (in 8” multiples). At this time Virginia DOT is utilizing a 7” web to allow for two rows of harped strands. See Manual of the Structure and Bridge Division, Volume V – Part 2, Chapter 12, for section properties, weights, etc. and tables for selecting economic beam sizes (preliminary design). Standard sheets have been developed for both simple spans (-S after the file number) and for continuous for live load spans (-C after the file number). There is no AASHTO Type II beam for continuous spans. Refer to NOTES TO DESIGNER for specific comments on each standard sheet. Standards for diaphragms have been developed for the following: cells for cast-in-place concrete end and intermediate diaphragms for both Bulb-T’s and AASHTO/PCI beams; insertable sheets for galvanized steel intermediate diaphragms for both Bulb-T’s and AASHTO/PCI beams; closure (continuity) diaphragms for Bulb-T’s. The end and intermediate diaphragm details may be placed on the TRANSVERSE SECTION sheet if there is enough room. For the cast-in-place concrete diaphragms, the reinforcing steel details (bar designations, sizes, lengths, weights, etc.) must be added to the REINFORCING STEEL SCHEDULE under SUPERSTRUCTURE. Under LOCATION, note as END DIAPHRAGMS, INTERMEDIATE DIAPHRAGMS or CLOSURE DIAPHRAGMS. For the galvanized steel intermediate diaphragms, the steel quantities are included in price bid for prestressed concrete beams and should be so noted under the GENERAL NOTES on the title sheet of plans. Completion of the project block, title block and lower left corner shall be in accordance with the requirements of File Nos. 04.04-1 thru -2 of the Manual of the Structure and Bridge Division, Volume V - Part 2 and as specified herein.

If a standard sheet is modified by the designer, the letters “MOD.” (without quotes) shall be added behind the standard designation in the lower left portion of the border, e.g., PCBT-29S MOD. Completing items on the standard that are indicated in the NOTES TO DESIGNER are not considered to be modifications. Changes/modifications beyond these item(s) must be requested to the State Structure and Bridge Engineer as a design waiver using the Form LD-448 unless noted as a design exception in the Manual of the Structure and Bridge Division, Volume V – Part 2. Design exception must be requested to the State Structure and Bridge Engineer using Form LD-440. In general, in the title block (lower right hand corner of sheet) Designed, Drawn and Checked are blank and need to be filled in with the appropriate initials. For standard sheets without any design or detailing requirements, Designed, Drawn and Checked are filled in with “S&B DIV.” If the design or details are modified, these fields should be filled in with initials as appropriate.

PRESTRESSED CONCRETE BEAM STANDARDS GENERAL INSTRUCTIONS

VOL. V - PART 4

DATE: 30Aug2012

SHEET 2 of 4

FILE NO. INSTR-2



VOLUME V – PART 4

PRESTRESSED CONCRETE BEAM STANDARDS The CADD standard beam detail sheets are located in Falcon […\PROJECTS\br-stand\sbr\pcb] directory (central office environment). The drawing file name for the standard sheet corresponds with the file number (name of standard sheet) as listed in the Table of Contents (minus the dash). For example, standard PCBT-29C is drawing pcbt29c.dgn. A cell library (pcb.cel) is included with the standards to allow the designer to modify/replace details on the standard sheets. The PCBCELLS sheets included herein depict the cells found in the cell library along with the name of the cell, an image of the cell, a description of the cell and the origin of cell. The origin of cell is indicated by a star . For department staff to attach the cell library, use the pull down menu in MicroStation under ELEMENT – CELLS and select FILE to get a drop-down listing of available cell libraries. For external users, the cell library is included as an attachment to this file. Click on the attachment tab.

VOL. V - PART 4 DATE: 11Jul2008 SHEET 3 of 4

PRESTRESSED CONCRETE BEAM STANDARDS EXTERNAL USERS: FILE ACCESS INSTRUCTIONS

FILE NO. INSTR-3



VOLUME V – PART 4 PRESTRESSED CONCRETE BEAM STANDARDS

For external users, the CADD standard detail sheets are attached to the PDF files for each drawing located on VDOT’s Structure and Bridge Division website. The user will need Adobe Reader version 7.0 or higher to be able to access the files. Either click on the DGN link in the table of contents or click on the attachment tab in the PDF file for each standard sheet.

Using either method, the screen will appear similar to that shown below.

By left clicking on the icon, the following menu will appear:

Users may then save the file to their computer.


PRESTRESSED CONCRETE BEAM STANDARDS EXTERNAL USERS: FILE ACCESS INSTRUCTIONS

FILE NO. INSTR-4

VIRGINIA DEPARTMENT OF TRANSPORTATION MANUAL OF THE STRUCTURE AND BRIDGE DIVISION

VOLUME V – PART 4 PRESTRESSED CONCRETE BEAM STANDARDS

For accessing the cell library, click on CEL link in the table of contents. To simplify printing of this manual, a PDF of the complete manual in one PDF file with no links may be accessed by clicking on the link below. Full manual no links If the printer has both 8 ½ x 11 and 11 x 17 paper sizes available, the drawings and notes to designer may be printed on the correct paper size by placing a check next to the item “Choose Paper Source by PDF page size” as shown in the dialog below:

If the printer only has 8 ½ x 11 paper, the drawings will default to the reduced paper size. Depending on the printer margins, the 11 x 17 drawing(s) may not be true half-size drawing(s).

PCBT-29C

PC

BT-29

C

PCBT-29

PRESTRESSED CONCRETE BULB-T

06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

AC.g. of prestressing strands

L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.

Beam details symmetrical between these lines about midspan

PLAN

SECTION ON CENTERLINE

Scale: 1" = 1’-0"

8�" 8�"1’-3�"

Scale: �" = 1’-0" unless otherwise noted

TYPICAL BOTTOM FLANGE EDGE DETAILNot to scale

Midspan

CAMBER DIAGRAMNot to scale

L storage supportsC

is made = N

when stress transfer

Expected net camber

END VIEW AT CLOSURE DIAPHRAGM

L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"

C

2"

BS0403BS0401

BS0402

2’-8"

2’-8"

BS0401

Scale: 1" = 1’-0"

3" min.

3" min.

H

2�" typ.

Scale: 1" = 1’-0"

See Notes 3 and 5.

L threaded inserts.

1’-6"

2"

1�"

3�"

3’-11"

7"

2’-

5"

7"

8"

2’-8"

9"

TYPICAL BEAM SECTIONScale: 1" = 1’-0"

C

C/

C

END VIEW

SECTION A-A

See Note 5.

L 1�" o open holes.

4"

1�

"

2"3"

3�

"

G

2"

BS04 or BS05 series

diaphragm

end at end

Typical beam

See Note 1See Note 1

C

See Note 5.

L end diaphragm.diaphragm

end at closure

Typical beam

See Note 9

L beamC

/

/

/

strands and casting of closure diaphragm.

The design is based on a minimum of 90 days between release of

For details of closure diaphragms, see sheet __.

with Section 405.05 of the Road and Bridge Specifications.

after clipping. End of beam shall be roughened in accordance

At closure diaphragm, end strands may project 1" + from beam

see sheets __.

reinforcing steel schedule and miscellaneous details,

For beam end reinforcing details, dead load deflection diagram

4 - BL05 series bars.

4 - �" o strands stressed to 1,000 lbs. may be substituted for

plans.

total prestressing force and c.g. are the same as shown on the

use different prestressing strand arrangement provided that the

The Contractor, after written approval from the Engineer, may

abutments, see sheet __.

for end diaphragms and intermediate diaphragms and at integral

sheet __. For location and number of holes or inserts required

tion of end and intermediate diaphagms, see Erection Diagram on

1�" o open holes shall be formed with non-rigid tubing. For loca-

For details of insert plate, see sheet __.

tensile strength of 8,000 pounds.

threaded plain ferrule inserts having a minimum ultimate mechanical

rior beam. Threaded inserts shall be flared thin slab �" - 9 NC

terior beams where line of diaphragms is discontinued at an inte-

Threaded inserts shall be provided at all exterior beams and at in-

forcing bars and strands.

on stream crossings. Holes may be slightly shifted to clear rein-

Beams shall have 2" o open holes formed with nonrigid tubing only

of beam shall be covered with epoxy type EP-3T.

tar is applied. After mortar is allowed to cure, the entire end

may be used as an alternate. Strands should be cool before mor-

tar covering the ends of strands with a minimum thickness of �"

mortar immediately after clipping strands. An approved epoxy mor-

with 2" minimum edge clearances and fill with pneumatically applied

At beam ends use 1" deep recesses around local strand groups

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

10�

"

A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or

Bars from beam in adjacent spanFor dimensions not shown, see Typical Beam Section.

For dimensions not shown, see Typical Beam Section.

End of beam

Cdowels spaced to clear strands

flange with 4 - #4 x 1’-6" long

the full width of bottom

Provide L 1� x 1� x �for

plate

L insert

See Note 7.

BL0501.

See Note 7.

BL0501.

Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.

BS04 or BS05 series.

F

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............2010, Commonwealth of Virginiac

No. Description Date

STRUCTURE AND BRIDGE DIVISION

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

Revisions

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt29c.d

gn


STANDARD PCBT-29C: NOTES TO DESIGNER FILE NO. PCBT-29C-2


PCBT-29 BULB-T CONTINUOUS SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, prestressed concrete Bulb-T’s with a 29” depth, made continuous for composite dead load and live load plus impact. Include standard PCBT-CLOS1 (Closure Diaphragm Details) in the plans when using this standard. Include standard PCBT-MISC1 and PCBT-MISC2 (Miscellaneous Beam Details) in the plans when using this standard. End details (PLAN and SECTION ON CENTERLINE) shown for typical beam end at end diaphragms and closure diaphragms for 0° skew. For beam end details for integral abutments and for skews greater than 0°, use appropriate details in cell library. Details shown for typical beam end at closure diaphragm were developed based on the results from a study of positive moment connections for continuous precast concrete Bulb-T’s conducted by VPI & State University. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. Edge detail (TYPICAL BOTTOM FLANGE EDGE DETAIL) shown for a distance between the end of insert plate and edge of bottom flange greater than 6”. For edge distances less than or equal to 6”, use detail in cell library. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. Cells for modifying the standard are located in pcb.cel library.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end details when skew greater than 0°. Modify left end detail when integral backwalls are used. Replace beam ends shown in PLAN with appropriate detail from cell library.

VOL. V - PART 4 DATE: 29May2009 SHEET 3 of 3




ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD (Continued): SECTION ON CENTERLINE: Modify left end detail when integral backwalls are used. Replace beam end shown in SECTION ON CENTERLINE with appropriate detail from cell library. Add appropriate plan sheet number to notes “See sheet _ _.”. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands. DIMENSION TABLE: Complete table. TYPICAL BOTTOM FLANGE EDGE DETAIL: Replace detail when edge distances are less than or equal to 6” with appropriate detail from cell library. NOTES: Add appropriate plan sheet number to “see sheet _ _.” in notes 4, 5, 8 and 10.

PCBT-29S

PC

BT-29S

PCBT-29


06-14-2010

L

BL0501

/C

C

B


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


Midspan


L storage supportsC

is made = N


Expected net camber


L/2

C

2"

BS0403 BS0401

SECTION A-AScale: 1" = 1’-0"

3" min.

2’-8"

H

2�" typ.

C

See Notes 3 and 5.

L threaded inserts.

1’-6"

2"

1�"

3�" 9"

3’-11"

7"

2’-

5"

7"

8"

2’-8"

BS0402

END VIEW

2’-8"

BS0401

3" min.

TYPICAL BEAM SECTION

Scale: 1" = 1’-0"

Scale: 1" = 1’-0"

See Note 5.

L 1�" o open holes.C/

G

4"

1�

"

3"

2"

3�

"2"

BS04 or BS05 series


abutment

end at integral

Typical beam

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.

BS04 or BS05 series

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:

L beamC

diaphragm

end at end

Typical beam

See Note 1A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.

L insert plate.__ - BC0603

2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or10�

"

End of beam





plate

L insert



See Note 7.

BL0501.

See Note 7.

BL0501.


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt29s.d

gn


STANDARD PCBT-29S: NOTES TO DESIGNER FILE NO. PCBT-29S-2


PCBT-29 BULB-T SIMPLE SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, prestressed concrete Bulb-T’s with a 29” depth. Include standard PCBT-MISC1 and PCBT-MISC2 (Miscellaneous Beam Details) in the plans when using this standard. End details (PLAN and SECTION ON CENTERLINE) shown for typical beam end at integral abutments and end diaphragms for 0° skew. For skews greater than 0°, use appropriate details in cell library. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. Edge detail (TYPICAL BOTTOM FLANGE EDGE DETAIL) shown for a distance between the end of insert plate and edge of bottom flange greater than 6”. For edge distances less than or equal to 6”, use detail in cell library. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. Cells for modifying the standard are located in pcb.cel library. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end when skew greater than 0°. Replace beam ends shown in PLAN with appropriate detail from cell library. SECTION ON CENTERLINE: Add appropriate plan sheet number to notes “See sheet _ _.”. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands.

VOL. V - PART 4



ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD (Continued): DIMENSION TABLE: Complete table. TYPICAL BOTTOM FLANGE EDGE DETAIL: Replace detail when edge distances are less than or equal to 6” with appropriate detail from cell library. NOTES: Add appropriate plan sheet number to “see sheet _ _.” in notes 4, 5 and 8.

DATE: 31Aug2007 SHEET 3 of 3


PCBT-37C

PC

BT-37

C

PCBT-37


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


Scale: 1" = 1’-0"

8�" 8�"1’-3�"



Midspan


L storage supportsC

is made = N


Expected net camber


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"

C

diaphragm

end at end

Typical beam


C

See Note 5.

L end diaphragm.

BS0402

END VIEW

1’-6"

2"

3’-

1"

1’-

4"

1�"

4"

1�

"

7"

2’-8"

BS0401

3" min.

C

See Note 3 and 5.

L threaded inserts.

2’-8"

3�"

3’-11"


/C

BS0401

SECTION A-A

2’-8"

3" min.

BS0403

2�" typ.

G

H

2"

2"

2"

3�

"

3"

7"

9"

BS04 or BS05 series

diaphragm

end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

See Note 5.



For dimensions not shown, see Typical Beam Section. Bars from beam in adjacent span

End of beam





plate

L insert

A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or

See Note 7.

BL0501.

See Note 7.

BL0501.

Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


F


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt37c.d

gn












PCBT-37S

PC

BT-37S

PCBT-37


06-14-2010

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


Midspan


L storage supportsC

is made = N


Expected net camber


L/2

C

END VIEW

SECTION A-A

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

1’-6"

2"

3’-

1"

1’-

4"

1�"

3�"9"

4"

1�

"7"

C

See Notes 3 and 5.

L threaded inserts.

3’-11"

2’-8"

7"



See Note 5.

L 1�" o open holes.C/

BS0401BS0403

G

H

2"

3"

3�

"

2"

2"

BS0402


BS04 or BS05 series

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:


abutment

end at integral

Typical beam

End of beam





plate

L insert

See Note 7.

BL0501.

See Note 7.

BL0501.

A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

L beamC

diaphragm

end at end

Typical beam

See Note 1

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.



Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt37s.d

gn






VOL. V - PART 4 DATE: 31Aug2007 SHEET 3 of 3





PCBT-45C

PC

BT-45

C

PCBT-45


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


Scale: 1" = 1’-0"

8�" 8�"1’-3�"



Midspan


L storage supportsC

is made = N


Expected net camber


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"

C

1’-6"

2"

3’-

9"

2’-

0"

1�"

3’-11"

4"

1�

"7"

BS0402

END VIEW

SECTION A-A

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

2’-8"

C

See Notes 3 and 5.

L threaded inserts.

C

See Note 5.

L 1�" o open holes./



2"

BS0401BS0403

G

H

2"

3�

"

3"

2"

9"3�"

7"


BS04 or BS05 series

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

Bars from beam in adjacent span

See Note 7.

BL0501.

See Note 7.

BL0501.

A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or

End of beam

C

plate

L insert dowels spaced to clear strands




Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


F


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt45c.d

gn












PCBT-45S

PC

BT-45S

PCBT-45


2’-8"

2’-8"

BS0401

3" min.

3" min.

1’-6"

3’-

9"

2’-

0"

1�"

9"

7"

2’-8"

3’-11"

2"

1�

"

7"

C

See Notes 3 and 5.

L threaded inserts.

2�" typ.

END VIEW

SECTION A-A

C

See Note 5.

L 1�" o open holes./

BS0402

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


Midspan


L storage supportsC

is made = N


Expected net camber




06-14-2010

4"

3"

3�

"

3�"

2"

2"

BS0401BS0403

G

H

2"


L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C

BS04 or BS05 series

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:


abutment

end at integral

Typical beam

See Note 7.

BL0501.

See Note 7.

BL0501.

L beamC

diaphragm

end at end

Typical beam

See Note 1

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

End of beam

C

plate






Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt45s.d

gn











PCBT-53C

PC

BT-53

C

PCBT-53


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


Scale: 1" = 1’-0"

8�" 8�"1’-3�"



Midspan


L storage supportsC

is made = N


Expected net camber


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"

C

4’-

5"

2’-

8"

END VIEW

SECTION A-A

1’-6"

1�"

3�"

9"

3�

"

7"

2’-8"

4"

2"

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

7"

2�" typ.

3’-11"

1�

"

C

C/

C

See Notes 3 and 5.

L threaded inserts.



3"

2"

BS0401BS0403

G

H

2"


BS04 or BS05 series

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:


See Note 7.

BL0501.

See Note 7.

BL0501.

A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or

End of beam

C

plate





See Note 5.


Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


F


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt53c.d

gn












PCBT-53S

PC

BT-53S

PCBT-53


END VIEW

SECTION A-A


1’-6"

4’-

5"

2’-

8"

1�"

3�"

9"

3�

"

7"

2’-8"

4"

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

7"

2�" typ.

3’-11"

1�

"

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


Midspan


L storage supportsC

is made = N


Expected net camber


C

See Notes 3 and 5.

L threaded inserts.


C

C/

2"

3"

2"

BS0401BS0403

G

H

2"

06-14-2010


BS04 or BS05 series

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:


abutment

end at integral

Typical beam

End of beam

C

plate





See Note 7.

BL0501.

See Note 5.

L 1�" o open holes.See Note 7.

BL0501.

A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


L beamC

diaphragm

end at end

Typical beam

See Note 1


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt53s.d

gn











PCBT-61C

PC

BT-61

C

PCBT-61


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


Scale: 1" = 1’-0"

8�" 8�"1’-3�"

END VIEW

SECTION A-A

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

C

C/



Midspan


L storage supportsC

is made = N


Expected net camber


See Note 7.

BL0501


See Note 7.

BL0501

2"

BS0401BS0403

G

H

2"

L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"

C


BS04 or BS05 series


1’-6"

5’-

1"

3’-

4"

1�"

3�"

9"

3�

"

7"

2’-8"

4"

2"

7"

3’-11"

1�

"

C

See Notes 3 and 5.

L threaded inserts.

3"

2"

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

End of beam

C

plate





A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or


See Note 5.


Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


F


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt61c.d

gn












PCBT-61S

PC

BT-61S

PCBT-61


END VIEW

SECTION A-A


1’-6"

5’-

1"

3’-

4"

1�"

3�"

9"

7"

2’-8"

2"

2"

2’-8"

2’-8"

BS0401

3" min.

3" min.

7"

2�" typ.

3’-11"

BS0402

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


Midspan


L storage supportsC

is made = N


Expected net camber


C

See Notes 3 and 5.

L threaded inserts.

See Note 7.

BL0501

C

C/


See Note 7.

BL0501

2"

3"

4"

1�

"

3�

"

BS0401BS0403

G

H

2"

06-14-2010


BS04 or BS05 series

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:


abutment

end at integral

Typical beam

End of beam

C

plate





A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


L beamC

diaphragm

end at end

Typical beam

See Note 1

See Note 5.



Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt61s.d

gn











PCBT-69C

PC

BT-69

C

PCBT-69


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


END VIEW

SECTION A-A

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

C

C/



Midspan


L storage supportsC

is made = N


Expected net camber

See Note 7.

BL0501


See Note 7.

BL0501

2"

BS0401BS0403

G

H

2"

C


BS04 or BS05 series

5’-

9"

4’-

0"

1’-6"

1�"

3�"

9"

7"

2’-8"

4"

2"

7"

3’-11"

C

See Notes 3 and 5.

L threaded inserts.


2"

3"

3�

"

1�

"

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

Scale: 1" = 1’-0"

8�" 8�"1’-3�"


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"

Bars and strands from beam in adjacent span

/

/

2" typ.

3" typ.

__ " o strands

__" o strands

See Note 5.


End of beam

C

plate





A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 orMidspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

1’-

8"

/

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


using �" pin dia

closure diaphragm

bent up into

2 - __" o strands

F


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt69c.d

gn












PCBT-69S

PC

BT-69S

PCBT-69


END VIEW

SECTION A-A


1’-6"

5’-

9"

4’-

0"

1�"

9"

7"

2’-8"

2"

2"

2’-8"

2’-8"

BS0401

3" min.

3" min.

7"

2�" typ.

3’-11"

BS0402

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


Midspan


L storage supportsC

is made = N


Expected net camber

C

See Notes 3 and 5.

L threaded inserts.


C

C/

See Note 5.See Note 7.

BL0501


See Note 7.

BL0501

2" 4"

1�

"

3�

"

3"

3�"

BS0401BS0403

G

H

2"

06-14-2010


BS04 or BS05 series

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C


abutment

end at integral

Typical beam

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:


End of beam

C

plate





A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

L beamC

diaphragm

end at end

Typical beam

See Note 1

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.



Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt69s.d

gn











PCBT-77C

PC

BT-77

C

PCBT-77


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


END VIEW

SECTION A-A


1’-6"

6’-

5"

4’-

8"

9"

7"

2’-8"

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

7"

2�" typ.

3’-11"

C

C/

C

See Notes 3 and 5.

L threaded inserts.



Midspan


L storage supportsC

is made = N


Expected net camber

See Note 7.

BL0501


See Note 7.

BL0501

2" 4"

1�

"

3�

"

3"

3�"

2"

1�"

2"

BS0401BS0403

G

H

2"

C


BS04 or BS05 series

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

Scale: 1" = 1’-0"

8�" 8�"1’-3�"


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"


/

/

2" typ.

3" typ.

__ " o strands

__" o strands

See Note 5.


A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or

End of beam

C

plate





Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

1’-

8"

/

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


using �" pin dia

closure diaphragm

bent up into

2 - __" o strands

F


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbt77c.d

gn












PCBT-77S

PC

BT-77S

PCBT-77



1’-6"

6’-

5"

4’-

8"

1�"

3�"

9"

3�

"

7"

2’-8"

2"

7"

3’-11"

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


C

See Notes 3 and 5.

L threaded inserts.


2" 4"

1�

"

3"

06-14-2010

END VIEW

SECTION A-A

2"

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

BS0402

Midspan


L storage supportsC

is made = N


Expected net camber

C

C/


BL0501


See Note 7.

BL0501

BS0401BS0403

G

H

2"


BS04 or BS05 series

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C


abutment

end at integral

Typical beam

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:


End of beam

C

plate





L beamC

diaphragm

end at end

Typical beam

See Note 1

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


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gn











PCBT-85C

PC

BT-85

C

PCBT-85


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE




1’-6"

7’-

1"

5’-

4"

1�"

9"

7"

2’-8"

4"7"

3’-11"

1�

"

C

See Notes 3 and 5.

L threaded inserts.

2"

3"

3�

"

3�"

2"

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


END VIEW

SECTION A-A

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

C

C/

Midspan


L storage supportsC

is made = N


Expected net camber

See Note 7.

BL0501


See Note 7.

BL0501

2"

BS0401BS0403

G

H

2"

C


BS04 or BS05 series

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

Scale: 1" = 1’-0"

8�" 8�"1’-3�"


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"


/

/

2" typ.

3" typ.

__ " o strands

__" o strands

End of beam

C

plate





A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 or

See Note 5.


Midspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

1’-

8"

/

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


using �" pin dia

closure diaphragm

bent up into

2 - __" o strands

F


Drawn: ................






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gn












PCBT-85S

PC

BT-85S

PCBT-85



1’-6"

7’-

1"

5’-

4"

1�"

3�"

9"

3�

"

7"

2’-8"

7"

3’-11"

1�

"

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L


C

See Notes 3 and 5.

L threaded inserts.


2" 4"

2"

3"

06-14-2010

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:

END VIEW

SECTION A-A

2"

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

BS0402

Midspan


L storage supportsC

is made = N


Expected net camber

C

C/


BL0501


See Note 7.

BL0501

BS0401BS0403

G

H

2"


BS04 or BS05 series

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C


abutment

end at integral

Typical beam

L beamC

diaphragm

end at end

Typical beam

See Note 1.


End of beam

C

plate





A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.



Drawn: ................






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NOTES TO DESIGNER: Standard is to be used for simple span, prestressed concrete Bulb-T’s with an 85” depth. Include standard PCBT-MISC1 and PCBT-MISC2 (Miscellaneous Beam Details) in the plans when using this standard. End details (PLAN and SECTION ON CENTERLINE) shown for typical beam end at integral abutments and end diaphragms for 0° skew. For skews greater than 0°, use appropriate details in cell library. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. Edge detail (TYPICAL BOTTOM FLANGE EDGE DETAIL) shown for a distance between the end of insert plate and edge of bottom flange greater than 6”. For edge distances less than or equal to 6”, use detail in cell library. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. Cells for modifying the standard are located in pcb.cel library. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end when skew greater than 0°. Replace beam ends shown in PLAN with appropriate detail from cell library. SECTION ON CENTERLINE: Add appropriate plan sheet number to notes “See sheet _ _.”. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands.






PCBT-93C

PC

BT-93

C

PCBT-93


06-14-2010

Span Beam

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

F

in.

G

in.

H

in.

J

ft.-in.

L

DIMENSION TABLE


1’-6"

6’-

5"

4’-

8"

9"

7"

2’-8"

7"

3’-11"

C

See Notes 3 and 5.

L threaded inserts.



2" 4"

1�

"

3�

"

3"

3�"

2"

1�"

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


END VIEW

SECTION A-A

2"

BS0402

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

C

C/

Midspan


L storage supportsC

is made = N


Expected net camber

See Note 7.

BL0501


See Note 7.

BL0501

2"

BS0401BS0403

G

H

2"

C


BS04 or BS05 series

diaphragm

end at end

Typical beam


C

See Note 5.


end at closure

Typical beam

See Note 9

L beamC

/

/

/







see sheets __.





plans.

























11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

Scale: 1" = 1’-0"

8�" 8�"1’-3�"


L beamC

BC0501

BC0501

BC0602

BC0602

1�" = 3�"

2 spa. @

1�" = 3�"

2 spa. @

2"2"

4�"


/

/

2" typ.

3" typ.

__ " o strands

__" o strands

See Note 5.


End of beam

C

plate





A

C

E

2"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

4"

__"

See Note 8.

BS05 series.

BS04 orMidspan

L/2 D

C

F

2"

with BL0501

min. lap 2’-3"

4 - BC0501

1’-

8"

/

4 - BCO602

2"

See Note 4.

L insert plate.

BS0402

See Note 8.


using �" pin dia

closure diaphragm

bent up into

2 - __" o strands

F


Drawn: ................






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PCBT-93S

PC

BT-93S

PCBT-93



1’-6"

7’-

9"

6’-

0"

1�"

9"

7"

2’-8"

7"

3’-11"

TYPICAL BOTTOM FLANGE EDGE DETAILSNot to scale

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

in.

J

ft.-in.

L

C

See Notes 3 and 5.

L threaded inserts.


2" 4"

1�

"

3�

"

3"

3�"

2"

06-14-2010

/

/

/

see sheets __.





plans.

























8.

7.

6.

5.

4.

3.

2.

1.

Notes:

END VIEW

SECTION A-A

2"

2’-8"

2’-8"

BS0401

3" min.

3" min.

2�" typ.

BS0402

Midspan


L storage supportsC

is made = N


Expected net camber

C

C/


BL0501


See Note 7.

BL0501

BS0401BS0403

G

H

2"


BS04 or BS05 series

L

BL0501

/C

C

B

1’-

3"


L/2

L/10

A

min. lap 2’-3"

4 - BL0501

BS0401 and BS0403

See Note 5.

diaphragm.

L intermediate

See Note 2.

L 2" o open hole.


PLAN


L/2

C


abutment

end at integral

Typical beam


End of beam

C

plate





L beamC

diaphragm

end at end

Typical beam

See Note 1A

C

E

10"

2"

3"

with BL0501

min. lap 2’-3"

4 - BC0504

See Note 4.


2"

__"

J

BS0402

See Note 5

See Note 8.

BS05 series.

BS04 or

C

See Note 5.

L end diaphragm.

D

Midspan

C

2"

4"

2" typ.

2"

See Note 4.

L insert plate.

BS0402

See Note 8.



Drawn: ................






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mis

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MISCELLANEOUS BEAM DETAILS


PCBT-MISC1

PC

BT-

MIS

C1

05-29-2012

b

L/4 L/4

a

L/4

b

L/4

C

L bearingL bearing

slab thickness

minimum

dead load.

total concrete deck

after deflection from

(bottom of deck slab)

Shape of top of form

C2

C2

C1

DEAD LOAD DEFLECTION DIAGRAM

BeamAt a At b

C2 C1 C1 C2

ANTICIPATED DEAD LOAD DEFLECTION

= + C1 C2 C

(e.g. parapet and curb added after deck is cast).

= Deflection of composite section from dead load

its own weight.

not include the deflection of the beam from

deck slab, bolsters and diaphragms and does

= Deflection of beam from dead load of concrete

be set above final finished grade by amounts =

alteration of slab thickness. Longitudinal screed should

of concrete bolster between slab and beam without

load deflections shall be made by varying thickness

Adjustment of deck slab forms to correct for dead

load deflection.

grade after full dead

Computed finished

CC

where above this line

Top of form to be no

concrete is placed.

before any deck slab

Shape of top of formREINFORCING STEEL SCHEDULE

3’-6�"

varies

BS0404

3’-2"

6"

5’-10"

6"

4’-10"

4�

"

2’-5"

5�

" 1’-4�"

1’-5�"

BS0407

BS0403

BS0406

1’-8"

BC0602

BC0603

BC0603

7"

4�"

BC0501 and BC0504

BC0501 and

BC0504

BC0501, BC0603 and BC0504

Mark No.Size Length

BS0401

BS0402

BS0403

#4

#4

#4

Pin o/

5’-9�"

BC0602 #6

#5

From To Vary by

BC0501 #5

Mark Size No. each length

3’-6�"

10’-10�"

BC0603 #6

BC0504 #5

BS0404 #4

BS0407

BS0408

#4

#4

2"

3"BS0406 #4

3�"

3�"

BS0408, BS0409, BS0510 and BS0511

BS04 series

BS05 series 3�"

BS04 series

BS05 series 5�" BS0510

BS0408

BS0409

BS0511

BS0409

BS0510

BS0511

#4

#5

#5

BL0501

2�"

2�"

2�"

4�"

3�"

2�"

3"

4" 4"

4"

4"

BS0402

BS0405

BS0402, BS0405

2"

BS0404 #4

BS0405 #4

2"

2�"

2"

BS0401, BS0412

BS0412

BS0401

BS0412 #4 2"

fabricated as a two piece bar with a minimum 1’-3" lap.

At the Contractor’s option and at no additional cost, bar BS0402 may be

carbon/chromium.

All reinforcing bars shall be corrosion resistant reinforcing steel - low

sheet __ .

Reinforcing bars shown in the above schedule are for all beams shown on

Dimensions in bending diagram are out-to-out of bars.

/

typ.Top of sole PL

6" x �" o studs

4 spa. @ 6" = 2’-0"

A A

3�"3�"

dimensions, see sheet .

For laminated elastomeric bearing pad

2’-8"

2’-7�"

(L + 6") x 2’-7�" *

Insert PL

*

SECTION A-A

Insert PL

1"

Top of sole PL

�"

INSERT PLATE DETAILS

INSERT PLATE CHAMFER DETAIL

For bearing details, see sheet __.

For beam details and notes, see sheet __.

Insert plate shall provide uniform bearing over its entire contact area.

Notes:

W ( X L )

bearing pad

elastomeric

Laminated

seat

Top of bearing

6" x �" o studs/

Sole PL90o

C

L of beamC

insert plate

L of bearing and

Insert PL

2�"

2�"

Not to scale

Pin o/

2�"

2�"

2�"


STANDARD PCBT-MISC1: NOTES TO DESIGNER FILE NO. PCBT-MISC1-2


BULB-T MISCELLANEOUS BEAM DETAILS

NOTES TO DESIGNER: Include this standard in the plan assembly when using Bulb-T beam standards

The reinforcing steel bar details (REINFORCING STEEL SCHEDULE) shown for typical beam end at end diaphragms, closure diaphragms and integral abutments for 0° skew and for skew greater than 0°. Reinforcing steel bars shown in the table are for typical beam end at end diaphragms, closure diaphragms and integral abutments for 0° skew. For actual end conditions differing from that shown and/or for skew greater than 0°, add the appropriate bar to the table and delete bar(s) not required. Cells for modifying the standard are located in pcb.cel library. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: DEAD LOAD DEFLECTION DIAGRAM: Deflection diagram is shown for a gradient. For hump or sag vertical curves, replace diagram with appropriate diagram from cell library. Complete table of anticipated dead load deflections using 1/8” increments. Fill in the value for “ minimum slab thickness” on the deflection diagram.

REINFORCING STEEL SCHEDULE: Add reinforcing bars to table as required and delete bar(s) not required. Complete dimensions, numbers and lengths of reinforcing bars in table. Add appropriate plan sheet number to notes “see sheet _ _.” NOTE: Add appropriate plan sheet number to notes “see sheet _ _.”

MISCELLANEOUS BEAM DETAILS


S&B DIV

S&B DIV

S&B DIV

BOTTOM FLANGE REINFORCEMENT END DETAILS

TOP FLANGE AND WEB REINFORCEMENT END DETAILS

06-14-2010

PC

BT-

MIS

C2

PCBT-MISC2Not to scale

studs in insert plates.

shifted as directed by the Engineer to clear inserts, open holes and

BS0401, BS0402, BS0403, BS0408 or BS0510, BS0409 or BS0511 may be

For beam details and notes, see sheet __.

Notes:

2"

BS0402

AT END DIAPHRAGM

__ spa. @ 4" = __"

__ spa. @ __"

= __’-__" 2"

BS0402

11"

BC0602

AT CLOSURE DIAPHRAGM

__ spa. @ 4"

= _’-__"

= __"

_ spa. @ __ "

2"

C

AT END DIAPHRAGM

BS0403

BS0401 BS0401

BS____

BS____

__"

__ spa. @ __"

=__’-__"

__"__"

L insert plate

__ spa. @ __"

= __’-__"__"

= __’-__" = __’-__"

__ spa. @ __’-__"

= __’-__"

__ spa. @ __’-__"

= __’-__"

2 - BS___

__ @ __"

__ @ __"

C

BS0403

BS0401BS0401

BS____

BS____

__"

=__’-__"

__" __"

L insert plate

__ spa. @ __"

= __’-__"__"

= __’-__"= __’-__"

__ spa. @ __’-__"

= __’-__"

__ spa. @ __’-__"

= __’-__"

2 - BS___

BC0501

11"

__"

AT CLOSURE DIAPHRAGM

__ @ __"

__ @ __"

__ @ __"


Drawn: ................






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mis

c2.d

gn


STANDARD PCBT-MISC2: NOTES TO DESIGNER FILE NO. PCBT-MISC2-2


BULB-T MISCELLANEOUS BEAM DETAILS

NOTES TO DESIGNER: Include this standard in the plan assembly when using Bulb-T beam standards End details (TOP FLANGE AND WEB REINFORCEMENT END DETAIL and BOTTOM FLANGE REINFORCEMENT END DETAIL) shown for typical beam end at end and closure diaphragms for 0° skew. For actual end conditions differing from that shown and/or for skew greater than 0°, use appropriate detail in cell library. Cells for modifying the standard are located in pcb.cel library.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: TOP FLANGE AND WEB REINFORCEMENT END DETAIL: Modify beam end detail when skew greater than 0° and/or when actual end conditions differ from that shown on the standard sheet. Replace beam end detail shown in TOP FLANGE AND WEB REINFORCEMENT END DETAIL with appropriate detail in cell library and complete or revise the detail for reinforcing bar spacings as required. BOTTOM FLANGE REINFORCEMENT END DETAIL: Modify beam end detail when skew greater than 0° and/or when actual end conditions differ from that shown on the standard sheet. Replace beam end detail shown in BOTTOM FLANGE REINFORCEMENT END DETAIL with appropriate detail in cell library and complete or revise the detail for reinforcing bar spacings as required. NOTE: Add appropriate plan sheet number to notes “see sheet _ _.”

PCBT-D1

C

PCBT-29

PCBT-37

PCBT-45

PCBT-53

A B

12"

C

MC8x22.8

C12x20.7

PART TRANSVERSE SECTION

CHANNEL DETAIL

1’-3"

1’-5"

1’-7�"

1’-11�"

1’-1�"

1’-5�"

8"

1’-3"

1’-3"

C15x33.9

C15x33.9

structure.

of diaphragms is continuous across the

Detail B at interior beams where line

is discontinued at interior beam. Use

interior beams where line of diaphragms

Use Detail A at exterior beams and

Not to scale

INTERMEDIATE DIAPHRAGM DETAILS

(BULB-T’S PCBT-29 THRU -53)


Detail A Channel

Detail B

2"

4�"

DIMENSION TABLE

BEAM TYPE CHANNEL SIZE

90

/

/

/

L beam

slotted holes

1" x 2�"

DETAIL A DETAIL B

o

L beam

L threaded insert90

o

with non-rigid tubing

Form 1�" o holes in web

C CD D

/

/

SECTION C-C SECTION D-D

Skew angle

20 90 - skew angleo

90o 20

o

o

L 6 x 6 x �

L 6 x 6 x �

2�

"2�

"

/

channel size

See table for

9"

11"

ty

p.

A

B

ty

p.

C

C

C

in channel

L 1�" o holesC

S&B DIV

S&B DIV

S&B DIV

�" o bolts with hex nut,

two 2�" o washers and

two hardened washers.




PC

BT-

D1

/

crete members.

shall be included in the contract unit price for prestressed con-

Payment for furnishing and installing steel intermediate diaphragms

plate shall be shop bent to conform with the line of diaphragms.

plate shown for skew angles less than or equal to 20 degrees. The �"

A �" bent plate may be used in lieu of the L 6 x 6 x � connector

strength of 8,000 pounds.

plain ferrule inserts having a minimum ultimate mechanical tensile

All threaded inserts shall be flared thin slab �" - 9 NC threaded

galvanized.

All diaphragm materials including bolts, nuts and washers shall be

snug tight condition. Rotational capacity test is not required.

All H.S. bolts installed in threaded inserts shall be tightened to a

by turn-of-nut method. Rotational capacity test will be required.

All H.S. bolts used for steel-to-steel connections shall be tightened

All bolts shall be �" o H.S. bolts, ASTM A325.

All structural steel shall be ASTM A36.

Notes:

06-14-2010

slotted holes

1" x 2�"

ALTERNATE DETAIL B

/

/




/

/

Threaded insert for

/

Threaded insert for

one hardened washer

one 2�" o washer and

�" o x 2�" bolt with

L beam

90o

L 6 x 6 x �

C

E E

SECTION E-E

/

/

Threaded insert for

/

Threaded insert for

one hardened washer



C

diaphragms

of inserts for

thru centers

L beam and line

Work point at

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

C

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

diaphragms

of bolts for

thru centers

L beam and line

Work point at

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

C

diaphragms

of inserts for

thru centers

L beam and line

Work point at

6" 6"

2�

"

C

1�

"

3"

L 6 x 6 x �

BEAM FACE

/

DIAPHRAGM FACE

CONNECTOR PLATE DETAIL

1" x 2�" slotted hole

for �" o bolt

1�

"

2�

"

2�"

/

/





Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

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STATEROUTE

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STATE SHEET

NO.

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STATE

STRUCTURAL ENGINEER

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VDOT S&B DIVISION

pcbtd1.d

gn


STANDARD PCBT-D1: NOTES TO DESIGNER FILE NO. PCBT-D1-2


BULB-T’S INTERMEDIATE STEEL DIAPHRAGMS

NOTES TO DESIGNER: Standard is to be used as an insertable sheet for steel intermediate diaphragms with the Bulb-T standards for depths of 29” through 53” (standards PCBT-29, -37, -45 and -53). The steel quantity is included in price bid for prestressed concrete beams and should be so noted under the GENERAL NOTES on the front sheet of plans.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: None

SECTION D-D

BEAM FACE

8"

1�

"

11"

2"

2"

7"

11"

slotted holes

1" x 3"

slotted holes

1" x 1�"

DIAPHRAGM FACE

PART TRANSVERSE SECTION AT DIAPHRAGM

1�

"

4"

2" 2�"

5�

"


Skew angle

20 90 - skew angleo

90o 20

o

o

Detail A

Detail C

Detail B

structure.






Clip typ.

Not to scale

PC

BT-

D2


(BULB-T’S PCBT-61 THRU -93)


S&B DIV

S&B DIV

S&B DIV

with 1" o hole

spacer plate

�" x 2" x 2"

/

DETAIL C

/

/

L 7 x 4 x �

11"

ty

p.

1’-

5"

ty

p.

90o

L beam

L threaded insert

L 7 x 4 x �

C

C

PCBT-D2

1" x 3" slotted hole �" o bolt,

and two hardened washers.

hex nut, two 2�" o washers

/

crete members.









galvanized.








Notes:

06-14-2010

ALTERNATE DETAIL B

SECTION E-E

L beam

90o

L 7 x 4 x �

C

L 6 x 4 x �

7"

/

6"

typ.

DETAIL A DETAIL B

/

3"

slotted hole

L 1" x 3"



/

D E ED

L 7 x 4 x �

3" radius typ.

/

/

C

Threaded insert for

one hardened washer


�" o x 2�" bolt with �" o bolts with hex nut,



/

/two 2�" o washers and


6"

typ.

/



F F

L 7 x 4 x �

L 6 x 4 x �

/

/

Threaded insert for

one hardened washer



L beam

90o

L 7 x 4 x �

C

SECTION F-F

C

diaphragms

of inserts for

thru centers

L beam and line

Work point at

C

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

diaphragms

of bolts for

thru centers

L beam and line

Work point at

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

C

diaphragms

of inserts for

thru centers

L beam and line

Work point at

typ.

L 7 x 4 x �

L 6 x 4 x �

�" o bolt with hex nut, �" o bolt with hex nut,


Drawn: ................






Revisions

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pcbtd2.d

gn


STANDARD PCBT-D2: NOTES TO DESIGNER FILE NO. PCBT-D2-2


BULB-T’S INTERMEDIATE STEEL DIAPHRAGMS

NOTES TO DESIGNER: Standard is to be used as an insertable sheet for steel intermediate diaphragms with the Bulb-T standards for depths of 61” through 93” (standards PCBT-61, -69, -77, -85 and -93). The steel quantity is included in price bid for prestressed concrete beams and should be so noted under the GENERAL NOTES on the front sheet of plans.


C

D

C

D

See Note 1

Top of beam

End of beam

Top of deck slab

assembly

Bearing

SECTION D-D

2’-9"

S&B DIV

S&B DIV

S&B DIV

A

B

A

B

2 - DS0404

2 - DS0402 & DS0403 See Note 1Top of beam

End of beam

SECTION B-B

2’-9"

See Note 1

Top of beamtyp.

1’-6"

assembly

Bearing

SECTION A-A

deck slab

Top of

pier cap

Top of

/plain steel dowel

1�" o x 2’-0"

DL0405

deck slab

Top of

See Note 1

End of beam

typ.

1’-6"

assembly

Bearing

SECTION C-C

pier cap

Top of

typ.

C

C

2 - DL0607

CLOSURE DIAPHRAGM DETAILS

(PCBT-29 THRU PCBT-61)


pier seat

Top of

and pier seat

L closure diaphragm

AT FIXED SUPPORTS

PART SECTION CLOSURE DIAPHRAGM

AT EXPANSION SUPPORTS


joint filler

�" preformed

A

A

A A

typ.

PLAN VIEW OF CLOSURE DIAPHRAGM

1’-1"

and steel dowel

L closure diaphragm

1’-1"

1’-1"

__ spa. @ __"

1’-

4"

2 - DS0404

2 - DS0402 & DS0403

__ spa. @ __"

2 - DL0607

1’-

4"

DS0403

and pier seat

L closure diaphragm

DS0402

DS0403

PCBT-29

PCBT-45

PCBT-53

PCBT-61

Beam Type A

REINFORCING STEEL SPACING

PCBT-37

2 equal spaces

3 equal spaces

3 equal spaces

4 equal spaces

4 equal spaces


Scale: �" = 1’-0"

PCBT-CLOS1

6.

5.

4.

3.

2.

1.

Notes:

DL0607

BC0602

DL0607

BC0501

DL0606

BC0602BC0602

DS0402

DS0403

DS0402

DS0403

L of beam

1’-1"

C

C

End of beam

1’-1"

ty

p.

2 - DL0606

2 - DL0405

DS0403

Dowels

3�" max.

DL0607

BC0501

DL0606

BL0501

Cjoint filler

Preformed

assembly

Bearing

pier seat

Top of

BC0602

and pier seat

L closure diaphragm

3�" max.

Top of beam

deck slab

Top of

DS0402

DS0403

2 - DL0606

BL0501

top flange

Edge of beam

closure diaphragm

L of pier cap and

and end of beam

Closure diaphragm

pier seat

Edge of

bars

DS06 series

pier seat

Edge of

pier cap

Edge of

pier cap

Edge of

top flange

Edge of beam

ty

p.

C

06-14-2010

PC

BT-

CL

OS1

2’-3"

typ.

2’-3"

typ.

Not to scale

Not to scale

superstructure concrete.

All preformed joint filler shall be included in the cost of

For beam details, see sheets __ and __.

For details of bearing assemblies, see sheet __.

pier details.

For location and details of dowels and construction joints, see

DS0402 and DS0403 may be detailed as a one piece bar.

For shallower beams at the Contractor’s option, reinforcing bars

For dimension and placement schedule, see sheet __.

This portion of the slab shall be cast with the closure diaphragm.


Drawn: ................






Revisions

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STATEROUTE

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STATE SHEET

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VDOT S&B DIVISION

pcbtclo

s1.d

gn


STANDARD PCBT-CLOS: NOTES TO DESIGNER FILE NO. PCBT-CLOS1-2


PCBT-29 THRU PCBT-61 CLOSURE DIAPHRAGM DETAILS

NOTES TO DESIGNER: Include this standard in plans when using standards PCBT-29C through PCBT-61C. The closure diaphragm detail at beam ends (PLAN VIEW OF CLOSURE DIAPHRAGM) shown for a 0° skew. For skew greater than 0°, use detail in cell library. Cells for modifying the standard are located in pcb.cel library.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PART SECTION CLOSURE DIAPHRAGM AT FIXED SUPPORTS: Complete detail by providing the reinforcing bar spacing for DS0402 and DS0403. PART SECTION CLOSURE DIAPHRAGM AT EXPANSION SUPPORTS: Complete detail by providing the reinforcing bar spacing for DS0402 and DS0403. PLAN VIEW OF CLOSURE DIAPHRAGM: Replace detail shown when skew greater than 0° Replace detail at beam ends shown in PLAN VIEW OF CLOSURE DIAPHRAGM with appropriate detail in cell library. NOTES: Add appropriate plan sheet number to “see sheet _ _.” in notes 1, 4 and 5.

C

D

C

D

See Note 1

Top of beam

End of beam

Top of deck slab

assembly

Bearing

SECTION D-D

2’-9"

S&B DIV

S&B DIV

S&B DIV

A

B

A

B

2 - DS0404

2 - DS0402 & DS0403See Note 1

Top of beam

End of beam

SECTION B-B

and pier seat

L closure diaphragm

2’-9"

See Note 1

Top of beamtyp.

1’-6"

assembly

Bearing

SECTION A-A

deck slab

Top of

pier cap

Top of

/plain steel dowel

1�" o x 2’-0"

DL0405

deck slab

Top of

See Note 1

Top of beam

End of beam

typ.

1’-6"

assembly

Bearing

SECTION C-C

deck slab

Top of

pier cap

Top of

typ.

2 - DL0607

CLOSURE DIAPHRAGM DETAILS

(PCBT-69 THRU PCBT-93)


pier seat

Top of

and pier seat

L closure diaphragm

AT FIXED SUPPORTS


AT EXPANSION SUPPORTS


joint filler

�" preformed

PCBT-69

PCBT-77

PCBT-85

PCBT-93

Beam Type

A

A

A

REINFORCING STEEL SPACING

A A

typ.

5 equal spaces

6 equal spaces

6 equal spaces

7 equal spaces

PLAN VIEW OF CLOSURE DIAPHRAGM

1’-1"

and steel dowel

L closure diaphragm

1’-1"

/

1’-1"

__ spa. @ __"

1’-

4"

2 - DL0405

2 - DS0404

2 - DS0402 & DS0403

__ spa. @ __"

2 - DL0607

DS0403

and pier seat

L closure diaphragm

DS0402

strands

2 - �" o

DS0402

DS0403

/

Scale: �" = 1’-0"

C C

PCBT-CLOS2

5.

4.

3.

2.

1.

Notes:

DL0607

BC0602 BC0602

BC0501

DL0607

BC0501

DL0606

BC0602BC0602

DS0402

DS0403

DS0402

DS0403

L of beam

1’-1"

C

C

End of beam

1’-1"

ty

p.

2 - DL0606

DS0403

Dowels

3�" max.

DL0607

BL0501

DL0606

strands

2 - �" o

assembly

Bearing

pier seat

Top of

Cjoint filler

PreformedC

3�" max.

DS0403

BL0501

pier seat

Edge of

closure diaphragm

L of pier cap and

top flange

Edge of beam

and end of beam

Closure diaphragm

bars

DS06 series

pier seat

Edge of

pier cap

Edge of

pier cap

Edge of

top flange

Edge of beam

1’-

4"

ty

p.

2 - DL0606

06-14-2010

PC

BT-

CL

OS2

2’-3"

typ.

2’-3"

typ.


Not to scale

Not to scale

superstructure concrete.

All preformed joint filler shall be included in the cost of

For beam details, see sheets __ and __.

For details of bearing assemblies, see sheet __.

pier details.

For location and details of dowels and construction joints, see

For dimension and placement schedule, see sheet __.

This portion of the slab shall be cast with the closure diaphragm.


Drawn: ................






Revisions

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STATE SHEET

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pcbtclo

s2.d

gn


STANDARD PCBT-CLOS2: NOTES TO DESIGNER FILE NO. PCBT-CLOS2-2


PCBT-69 THRU PCBT-93 CLOSURE DIAPHRAGM DETAILS

NOTES TO DESIGNER: Include this standard in plans when using standards PCBT-69C through PCBT-93C. The closure diaphragm detail at beam ends (PLAN VIEW OF CLOSURE DIAPHRAGM) shown for a 0° skew. For skew greater than 0°, use detail in cell library. Cells for modifying the standard are located in pcb.cel library.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PART SECTION CLOSURE DIAPHRAGM AT FIXED SUPPORTS: Complete detail by providing the reinforcing bar spacing for DS0402 and DS0403. PART SECTION CLOSURE DIAPHRAGM AT EXPANSION SUPPORTS: Complete detail by providing the reinforcing bar spacing for DS0402 and DS0403. PLAN VIEW OF CLOSURE DIAPHRAGM: Replace detail shown when skew greater than 0° Replace detail at beam ends shown in PLAN VIEW OF CLOSURE DIAPHRAGM with appropriate detail in cell library. NOTES: Add appropriate plan sheet number to “see sheet _ _.” in notes 1, 4 and 5.

DIMENSION TABLE

BeamA B C E G L

ft.-in.in.in.ft.-in.in.ft.-in.in.

Net camber NPrestr. force

per strand lb.

No. and size of

strands/beamSpan

SECTION A-AEND VIEW

G

6"

6"

6"

3"

1’-

3"

3’-

0"

6"

3"

6"

12"

1’-6"

3"

L/2

Beam details symm. about midspan

beam end

Typical

BL0501

2"

E

L/10

4"

A

Midspan

C

B

/C

BS0402

C

C.g. of prestressing strands

A

AL/2

10"

4"

PC

B-2S

PCB-2S

AASHTO TYPE II


min. lap 2’-3"

2 - BL0501,

BS0403

C

2�" min.2�" min.

C

C

/

/

/

7.

6.

5.

4.

3.

2.

1.

Notes:

see Typical Beam Section

For dimensions not shown


For dimensions not shown

1�"

REINFORCING STEEL SCHEDULE

Mark No.Size Length

BS0403

BS0402

BL0501

#4

#4

#5

Pin o/

2"

BS04033�"

BS0402

1’-3�" 3�"

2�"

9�"

9�

"

1’-1"

3’-10�"

__ spa. @ __" = __’-__"2"

See Note 5.

diaphragm.

L Intermediate

See Note 2.

L 2" o open hole.

See Note 1.

See Note 5.

L end diaphragm.

See Note 7.

BL0501See Note 7.

BL0501

Note 3 and 5.

inserts. See

L threaded


PLAN

CL beam

See Note 4.

L insert plate.

Scale: �" = 1’-0" unless otherwise noted.




the plans.

total prestressing force and c.g. are the same as shown on
























= __’-__"

__ spa. @ __"

2" typ.

3"

G

See Note 5.

BS04022" ty

p.

BS0403 BS0403

06-14-2010

1’-3" lap.

BS0402 may be fabricated as a two piece bar with a minimum

At the Contractor’s option and at no additional cost, bar

steel - low carbon/chromium.

All reinforcing bars shall be corrosion resistant reinforcing

clear anchorage inserts.

BS0403 may be slightly shifted as directed by the Engineer to

shown on this sheet only.

Reinforcing bars shown on the above schedule are for beams



Drawn: ................






Revisions

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pcb2s.d

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STANDARD PCB-2S: NOTES TO DESIGNER FILE NO. PCB-2S-2


AASHTO TYPE II SIMPLE SPAN

NOTES TO DESIGNER: Standard is to be used for simple spans, AASHTO Type II prestressed concrete beam. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0° skew. For skews > 0°, modify end details as required. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bar BS0403 projects beyond the top flange of beam to mid-depth of deck slab when determining the dimension “G”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0°. SECTION ON CENTERLINE: Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. Modify end details as needed when integral backwalls are used. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands. DIMENSION TABLE: Complete table. REINFORCING STEEL SCHEDULE: Complete dimensions, numbers and lengths of rebars in table.

DIMENSION TABLE

BeamA B C E F L



per strand lb.

No. and size of

strands/beamSpan

G

in.

D

in.

PC

B-3

C

END VIEW SECTION A-A

3"

BS0403

BS0402

BS0403

7"

1’-

7"

3’-

9"

7"

7"

1’-4"

1’-10"

E

2"

4"

Beam details symm. between these lines about midspan

L

BL0501

See Note 8.

L/2L/2 D

Midspan

BS0402/

C

closure diaphragm

Typical beam end at

C

B

C

1’-

1"

A

L/10

A

A


at end diaphragm

Typical beam end

7�"

7�

"

4�"

4�

"

GG

AASHTO TYPE III


PCB-3C

min. lap 2’-3"

2 - BL0501

BS0403

2" ty

p.

2�" min.2�" min.

C

C

C

See Note 7.

BL0501


For dimensions not shown,




See Note 7.

BL0501


PLAN

2"

CL beam

C

BS0402

with BL0501

min. lap 2’-3"

2 - BC0501

See Note 5.

diaphragm.

L intermediate

See Note 1.

See Note 4.

L insert plate.See Note 4.

L insert plate.

= __’-__"

__ spa. @ __"

F

/

/

/

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:

See Note 2.

L 2" o open hole.

See Note 5.

L end diaphragm.

Note 3 and 5.

inserts. See

L threaded


__ spa. @ __" = __’-__"= __’-__"

__ spa. @ __"

= __’-__"

__ spa. @ __"

06-14-2010







the plans.

























1�"


Mark No.Size Length Pin o/

BS04033�"

BS0402

1’-1"

4�

"

6"

3’-2"

BC0501

1’-7�"

9�"

9�

"

4’-9�"#4

#4

#5

#5

2"

2�"

2�"3’-6�"BC0501

BL0501

BS0403

BC0

BS0402

2" typ.

4"

2"

2"

See Note 5.

3"

BC0

BC0___, BC0___

BC0___

BC0___

BC0___

BC0____’-_"

_’-_"

_"

_"

BCO

BCO and

may be fabricated as a two piece bar with a minimum 1’-3" lap.

At the Contractor’s option and at no additional cost, bar BS0402









Drawn: ................






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STANDARD PCB-3C: NOTES TO DESIGNER FILE NO. PCB-3C-2


AASHTO TYPE III CONTINUOUS SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type III prestressed concrete beams, made continuous for composite dead load and live load plus impact. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0 skew. For skews > 0 , modify end details as required. Details shown for typical beam end at closure diaphragm are for positive moment connections designed in accordance with the procedures outlined in the August 1969 PCA Engineering Bulletin “Design of Continuous Highway Bridges with Precast, Prestressed Concrete Girders”. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bar BS0403 projects beyond the top flange of beam to mid-depth of deck slab when determining the dimension “G”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0. SECTION ON CENTERLINE: Modify as needed for continuity (see Notes to Designer above) or when integral backwalls are used. Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands.




AASHTO TYPE III CONTINUOUS SPAN

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD (Continued): DIMENSION TABLE: Complete table. REINFORCING STEEL SCHEDULE: Complete dimension, numbers and lengths or rebars in table.

E

2"

4"

L/2

L/2


Midspan

1’-

1"

/CBS0402

beam end

Typical

C

BL0501

C

B

C

A

L/10


Mark No.Size Length

BS0403

BS0402

BL0501

#4

#4

#5

Pin o/

2"


DIMENSION TABLE

BeamA B C E G L



per strand lb.

No. and size of

strands/beamSpan

BS0403 BS0402

1’-7�"

4�"

3�"

2�"

min. lap 2’-3"

2 - BL0501


3"

3"

BS0402

7"

1’-

7"

3’-

9"

7"

7"

L threaded

inserts. See

1’-4"

1’-10"

1�"

7�"

7�

"

4�"

4�

"

PCB-3S

AASHTO TYPE III


PC

B-3S

2" ty

p.

BS0403

2�" min.

4’-9�"

C

A

A

C

PLAN



CL beam

/

/

/

7.

6.

5.

4.

3.

2.

1.

Notes:

See Note 7.

BL0501See Note 7.

BL0501

Note 3 and 5.

See Note 4.

L insert plate.

See Note 2.

L 2" o open hole.

See Note 1.

See Note 5.

L end diaphragm.

See Note 5.

diaphragm.

L Intermediate

1’-3�"

11�

"

11�"


see Typical Beam Section.






the plans.

























= __’-__"

__ spa. @ __"

4"

2" typ.

2"__ spa. @ __" = __’-__"

BS0403

G

See Note 5.

G

BS0403

2�" min.

06-14-2010

1’-3" lap.

BS0402 may be fabricated as a two piece bar with a minimum

At the Contractor’s option and at no additional cost, bar









Drawn: ................






Revisions

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gn




AASHTO TYPE III SIMPLE SPAN

NOTES TO DESIGNER: Standard is to be used for simple spans, AASHTO Type III prestressed concrete beam. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0° skew. For skews > 0°, modify end details as required. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bar BS0403 projects beyond the top flange of beam to mid-depth of deck slab when determining the dimension “G”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0°.

SECTION ON CENTERLINE: Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. Modify end details as needed when integral backwalls are used. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands. DIMENSION TABLE: Complete table. REINFORCING STEEL SCHEDULE: Complete dimensions, numbers and lengths of rebars in table.

E

2"

4"


L

BL0501

See Note 8.

L/2L/2 D

Midspan

F

/

closure diaphragm

Typical beam end at

1’-

3"

C

C

A

L/10

B

C

A

A

min. lap 2’-3"

2 - BL0501

END VIEW

G

BS0403

BS0402

G

SECTION A-A

3"

4’-

6"

9"

8"

8"

6"

1’-

11"

1’-8"

2’-2"

9"8"

1�"

inserts. See

L threaded

PCB-4C

AASHTO TYPE IV


BS0403

PC

B-4

C

2" ty

p.

C

2�" min.


6"

2�" min.

C

C

with BL0501

min. lap 2’-3"

2 - BC0501






Note 3 and 5.

See Note 2.

L 2" o open hole.

See Note 7.

BL0501

See Note 7.

BL0501

/

/

/

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:


2"

See Note 5.

L end diaphragm.

Midspan

2"

= __’-__"

__ spa. @ __"

See Note 1.

See Note 5.

diaphragm.

L intermediate

See Note 4.

L insert plate.

See Note 4.

L insert plate.

CL beam

__ spa. @ __" = __’-__"


PLAN

DIMENSION TABLE

BeamA B C E F L



per strand lb.

No. and size of

strands/beamSpan

G

in.

D

in.







the plans.


























Mark No.Size Length Pin o/

BS0403

BS0402

6"

3’-2"

BC0501

5’-9�"#4

#4

#5

#5

2"

4�"

2�"3’-6�"BC0501

BL0501

BS0403

BC0

BS0402

5�"

1’-11�"

1’-6�"

1’-1�"

1’-

1�

"5�

"

at end diaphragm

Typical beam end

= __’-__"

__ spa. @ __"

2" typ.

4"

BS0402 C

BS0402

See Note 5.

3" BS0403

= __’-__"

__ spa. @ __"

4" 2"

06-14-2010

BC0___, BC0___

BC0___

BC0___

BC0___

BC0____’-_"

_’-_"

_"

_"

BC0

BCO

BCO and











Drawn: ................






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AASHTO TYPE IV CONTINUOUS SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type IV prestressed concrete beams, made continuous for composite dead load and live load plus impact. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0 skew. For skews > 0, modify end details as required. Details shown for typical beam end at closure diaphragm are for positive moment connections designed in accordance with the procedures outlined in the August 1969 PCA Engineering Bulletin “Design of Continuous Highway Bridges with Precast, Prestressed Concrete Girders”. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bar BS0403 projects beyond the top flange of beam to mid-depth of deck slab when determining the dimension “G”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0. SECTION ON CENTERLINE: Modify as needed for continuity (see Notes to Designer above) or when integral backwalls are used. Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands.




AASHTO TYPE IV CONTINUOUS SPAN


E

2"

L/2

L/2


Midspan

1’-

3"

/CBS0402

beam end

Typical

C

DIMENSION TABLE

BeamA B C E G L



per strand lb.

No. and size of

strands/beam

BL0501

C

B

C

A

Span

L/10

4"


A

A

BS0403

END VIEW

G

BS0403

BS0402

G

SECTION A-A

3"

4’-

6"

9"

8"

8"

6"

1’-

11"

L threaded

inserts. See

1’-8"

2’-2"

9"8"

6"BL0501

1�"

PC

B-4S

PCB-4S

AASHTO TYPE IV


2�" min. 2�" min.

2" ty

p.

C

C

min. lap 2’-3"

2 - BL0501

/

/

/

7.

6.

5.

4.

3.

2.

1.

Notes:

See Note 1.


Note 3 and 5.

See Note 7.

BL0501

See Note 7.


PLAN






Mark No.Size Length

BS0403

BS0402

BL0501

#4

#4

#5

Pin o/

2"

BS0403 BS0402

5�

"

1’-11�"

5’-9�"

1’-6�"

5�"

4�"

1’-

1�

"

1’-1�"

See Note 2.

L 2" o open hole.

See Note 4.

L insert plate.

See Note 5.

L end diaphragm

See Note 5.

diaphragm.

L Intermediate

__ spa @ __" = __’-__"2"


CL beam



the plans.

























BS0403

See Note 5.

= __’-__"

__ spa @ __"

4"

2" typ.

3"

06-14-2010





to clear anchorage inserts.

BS0403 may be slightly shifted as directed by the Engineer





Drawn: ................






Revisions

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AASHTO TYPE IV SIMPLE SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type IV prestressed concrete beam. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0° skew. For skews > 0°, modify end details as required. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bar BS0403 projects beyond the top flange of beam to mid-depth of deck slab when determining the dimension “G”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0°. SECTION ON CENTERLINE: Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. Modify end details as needed when integral backwalls are used. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands. DIMENSION TABLE: Complete table.

REINFORCING STEEL SCHEDULE: Complete dimensions, numbers and lengths of rebars in table.

with BL0501

min. lap 2’-3"

4 - BC0501

2"

2"

E

4"

L/2 L/2D F

/C

1’-

1"

A

L/10

B

C

A

A


DIMENSION TABLE

BeamA B C E F L



per strand lb.

No. and size of

strands/beamSpan

G

in.

D

in.

min. lap 2’-3"

4 - BL0501

1’-1"

10"8"

8"

10"

5"

3"

4"

5’-

3"

2’-

9"

2’-4"

3’-6"

PCB-5C

AASHTO TYPE V


PC

B-5

C

C

H

in.

BS0402


2�" min.

2" ty

p.

BS0401

BS0403

G

H

BS0401

BS0403

C

2�" min.

BS0401 and BS0403


L

BL0501

See Note 8.

Midspan

Cat end diaphragm

Typical beam end

PLANSee Note 5.

L end diaphragm.

See Note 1.

C

2"

See Note 4.

L insert plate.

= __’-__"

__ spa. @ __"

2"

closure diaphragm

Typical beam end at


/

/

/

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:





See Note 2.

L 2" o open hole.

CL beam


See Note 7.

BL0501

See Note 5.

diaphragm.

L intermediate








the plans.

























See Note 5.

See Note 7.

BL0501


/

BS0403

BS0402

1’-1"

4�

"

6"

3’-2"

BC0501

1’-7�"

9�"

9�

"

BS0401

3’-1�"

4" 4"

BS0401

BS0402

BS0403

BL0501

BC0501

BC0

#5

#5

#4

#4

#4

2�"

4�"

2"

2"

6’-2�"

3’-6�"

Length Pin oNo.SizeMark

4"

= __’-__"

__ spa. @ __"

2" typ.

BS0402

= __’-__"

__ spa. @ __"

See Note 4.

L insert plate.

BS0402

= __’-__"

__ spa. @ __"

2"

4"

1�"

2"

4"

See Note 3 and 5.

L threaded inserts.C

06-14-2010

BC0

BC0___, BC0___

BC0___

BC0___

BC0___

BC0____’-_"

_’-_"

_"

_"

5�"

BCO

BCO and





Engineer to clear anchorage inserts.

BS0401 and BS0403 may be slightly shifted as directed by the





Drawn: ................






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AASHTO TYPE V CONTINUOUS SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type V prestressed concrete beams, made continuous for composite dead load and live load plus impact. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0 skew. For skews > 0, modify end details as required. Details shown for typical beam end at closure diaphragm are for positive moment connections designed in accordance with the procedures outlined in the August 1969 PCA Engineering Bulletin “Design of Continuous Highway Bridges with Precast, Prestressed Concrete Girders”. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0. SECTION ON CENTERLINE: Modify as needed for continuity (see Notes to Designer above) or when integral backwalls are used. Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands.




AASHTO TYPE V CONTINUOUS SPAN

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD (Continued): DIMENSION TABLE: Complete table.

REINFORCING STEEL SCHEDULE: Complete dimension, numbers and lengths or rebars in table.

DIMENSION TABLE

BeamA B C E G L



per strand lb.

No. and size of

strands/beamSpan

AASHTO TYPE V


PCB-5S

1’-1"4"

2"

BS0401

BS0403

BS0402


L threaded inserts.

G

8"

10"

5"

3"

4"

5’-

3"

2’-

9"

2’-4"

3’-6"


L

BL0501

L/2

Midspan

BS0402/

C

1’-

1"

C

A

L/10

B

C

A

A


at end diaphragm

Typical beam end

min. lap 2’-3"

4 - BL0501

PC

B-5S

C

2�" min. 2�"min.

2" ty

p.


Mark No.Size Length

BS0401

BS0402

BS0403

BL0501

#4

#4

#4

#5

Pin o/

6’-2�"

2"

2"

1’-8"

BS0401

BS0402

2’-1�"

5�

"

3’-1�"

4" 4"

BS0403

C

C

H

H

in.

BS0403

BS0401

5�"

4�"

BS0401 and BS0403

See Note 3 and 5.

See Note 7.

BL0501

See Note 7.

BL0501

See Note 2.

L 2" o open hole.

See Note 5.

L end diaphragm.

See Note 5.

diaphragm.

L intermediate

See Note 1.


PLAN






See Note 4.

L insert plate.

__" = __’-__"

__ spa. @

1’-

2�

"

1’-2�"


__ spa. @ __" = __’-__"

/

/

/

7.

6.

5.

4.

3.

2.

1.

Notes:

CL beam



the plans.

























See Note 5.

1�"

10"8"

2"

06-14-2010











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AASHTO TYPE V SIMPLE SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type V prestressed concrete beam. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0° skew. For skews > 0°, modify end details as required. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required.


SECTION ON CENTERLINE: Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. Modify end details as needed when integral backwalls are used. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands. DIMENSION TABLE: Complete table. REINFORCING STEEL SCHEDULE: Complete dimensions, numbers and lengths of rebars in table.

1’-1"

10"

4"

BS0402

8"


6’-

0"

8"

10"

3’-

6"

5"

3"

4"

3’-6"

2’-4"

BL0501

E


L

BL0501

See Note 8.

L/2 L/2D

Midspan

F

closure diaphragm

Typical beam end at

C

A

L/10

B

C

A

A


2"

PC

B-6

C

PCB-6C

AASHTO TYPE VI


C

2�" min.

min. lap 2’-3"

4 - BL0501C

2" ty

p.

2"

BS0401

BS0403

H

BS0401

BS0403

2�" min.

BS0401 and BS0403



with BL0501

min. lap 2’-3"

4 - BC0501



at end diaphragm

Typical beam end

2"

4"

4"

See Note 4.

L insert plate.

/

/

/

9.

8.

7.

6.

5.

4.

3.

2.

1.

Notes:


PLAN


1�"

See Note 5.

diaphragm.

L intermediate

= __’-__"

__ spa. @ __"

See Note 5.

L end diaphragm.

See Note 1.

/C

1’-

1"

See Note 2.

L 2" o open hole.

2"

= __’-__"

__ spa. @ __"

2"4"

See Note 7.

DIMENSION TABLE

BeamSpan

lb. per strand

at Release

Prestr. force

strands / beam

of

No. and size

in.

N

Net Camber

ft.-in.

A

in

B

ft.-in.

C

ft.-in.

D

ft.-in.

E

in.

G

in.

H

ft.-in.

L

See Note 7.

BL0501

CL beam

C


See Note 4.

L insert plate.







the plans.

























See Note 5.


/

BS0403

5�"

BS0402

1’-8"

5�

"

6"

3’-2"

BC0501

2’-1�"

1’-2�"

1’-

2�

"

BS0401

3’-1�"

4" 4"

BS0401

BS0402

BS0403

BL0501

BC0501

BC0

#5

#5

#4

#4

#4

2�"

4�"

2"

2"

6’-2�"

3’-6�"

Length Pin oNo.SizeMark

= __’-__"

__ spa. @ __" = __’-__"

__ spa. @ __"

2" typ.

BS0402

BS0402

2" G

L threaded inserts.C

See Note 3 and 5.

06-14-2010

BC0

BC0___, BC0___

BC0___

BC0___

BC0___

BC0____’-_"

_’-_"

_"

_"

_’-_"

BCO

BCO and











Drawn: ................






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AASHTO TYPE VI CONTINUOUS SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type VI prestressed concrete beams, made continuous for composite dead load and live load plus impact. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0 skew. For skews > 0, modify end details as required. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. Details shown for typical beam end at closure diaphragm are for positive moment connections designed in accordance with the procedures outlined in the August 1969 PCA Engineering Bulletin “Design of Continuous Highway Bridges with Precast, Prestressed Concrete Girders”. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required. ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: PLAN: Modify end detail(s) if required for skew > 0. SECTION ON CENTERLINE: Modify as needed for continuity (see Notes to Designer above) or when integral backwalls are used. Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands.




AASHTO TYPE VI CONTINUOUS SPAN


DIMENSION TABLE

BeamA B C E G L



per strand lb.

No. and size of

strands/beamSpan

AASHTO TYPE VI


PCB-6S

PC

B-6

S

1’-1"

10"

4"

8"

6’-

0"

8"

10"

3’-

6"

5"

3"

4"

3’-6"

2’-4"


L

BL0501

L/2

Midspan

BS0402/

C

1’-

1"

C

A

L/10

B

C

A

A


at end diaphragm

Typical beam end

min. lap 2’-3"

4 - BL0501

2"

E

C

L threaded inserts.


Mark No.Size Length

BS0401

BS0402

BS0403

BL0501

#4

#4

#4

#5

Pin o/

6’-2�"

2"

2"

BS0401

3’-1�"

4" 4"

BS0403

H

in.

C


2�" min.2�" min.

2"

BS0401

BS0403

2"

G

H

C

BS0403

BS0401

5�"

4�"

2" ty

p."

BS0401 and BS0403

PLAN





For dimensions not shown,TYPICAL BEAM SECTION

CL beam

/

/

/

7.

6.

5.

4.

3.

2.

1.

Notes:

1’-8"

BS0402

2’-1�"

5�

"1’-

2�

"

1’-2�"


See Note 7.

BL0501

See Note 7.

BL0501

See Note 3 and 5.

See Note 4.

L insert plate.

See Note 2.

L 2" o open hole.

See Note 5.

diaphragm.

L intermediate

See Note 5.

L end diaphragm.

See Note 1.



the plans.

























2"

__" = __’-__"

__ spa. @

2" typ.

4"

4"

See Note 5.

BS0402

1�"

= __’-__"

__ spa. @ __"

06-14-2010

maybe fabricated as a two piece bar with a minimum 1’-3" lap.










Drawn: ................






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AASHTO TYPE VI SIMPLE SPAN

NOTES TO DESIGNER: Standard is to be used for simple span, AASHTO Type VI prestressed concrete beam. Include standard PCB-MISC (Miscellaneous Beam Details) in the plans when using this standard. End details (Plan) shown for 0° skew. For skews > 0°, modify end details as required. SECTION ON CENTERLINE shows two stud shear connectors (total 4). Designer must check for required number and modify this sheet as needed and have it agree with the bearing standard sheet. The designer shall ensure that bars BS0401 and BS0403 project beyond the top flange of beam to mid-depth of deck slab when determining the dimensions “G” and “H”. The designer shall coordinate the location of diaphragm inserts and web through holes with that of draped strands to avoid conflicts. Adjust location of diaphragms as required.


SECTION ON CENTERLINE: Complete the vertical stirrup details for end of beams. Modify bar sizes as needed. Modify end details as needed when integral backwalls are used. END VIEW and SECTION A-A: Complete details for strand pattern (spacings) for both details with low-relaxation strands. DIMENSION TABLE: Complete table.

REINFORCING STEEL SCHEDULE: Complete dimensions, numbers and lengths of rebars in table.

Midspan


Expected net camber

L storage supportsC

is made = N



b

L/4 L/4

a

L/4

b

L/4

C

L bearingL bearing

C2

C2

C1

Computed finished

grade after full dead

load deflection.

DEAD LOAD DEFLECTION DIAGRAM

BeamAt a At b

C2 C1 C1 C2

ANTICIPATED DEAD LOAD DEFLECTION

slab thickness

minimum

dead load.

total concrete deck

after deflection from

(bottom of deck slab)


= + C1 C2 C

(e.g. parapet and curb added after deck is cast).

= Deflection of composite section from dead load

its own weight.

not include the deflection of the beam from

deck slab, bolsters and diaphragms and does

= Deflection of beam from dead load of concrete

be set above final finished grade by amounts =

alteration of slab thickness. Longitudinal screed should

of concrete bolster between slab and beam without

load deflections shall be made by varying thickness

Adjustment of deck slab forms to correct for dead

where above this line.

Top of form to be no

concrete is placed.

before any deck slab


CC

End of beam

L insert plateCto end of beam

Extend insert plate

/

typ.Top of sole PL

6" x �" o studs

A A

4�"4�"

*

B

C spa. @ D

dimensions, see bearing details sheet .

For laminated elastomeric bearing pad

INSERT PLATE DETAILS

bearing pad

elastomeric

Laminated

seat

Top of bearing

W ( x L )

B - �"

SECTION A-A1’-6"

1’-10"

2’-2"

2’-4"

2’-4"

Type

BeamCB D

2 4"

2 6"

4 4"

6"3

3 6"

Insert PL

1"

Top of sole PL

�"

For bearing details, see sheet .

For beam details and notes, see sheet .

area.

Insert plate shall provide uniform bearing over its entire contact

Notes:

INSERT PLATE CHAMFER DETAIL

6" x �" o studs/

Sole PL90o

C

L of beamC

insert plate

L of bearing and

Insert PL

2�"

2�"

PC

B-

MIS

C

Not to scale

MISCELLANEOUS


PCB-MISC

05-29-2012


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcb

mis

c.d

gn


STANDARD PCB-MISC: NOTES TO DESIGNER FILE NO. PCB-MISC-2


AASHTO MISCELLANEOUS BEAM DETAILS

NOTES TO DESIGNER: Include this standard in the plan assembly when using AASHTO beam standards

Cells for modifying the standard are located in pcb.cel library.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: DEAD LOAD DEFLECTION DIAGRAM: Deflection diagram is shown for a gradient. For hump or sag vertical curves, replace diagram with appropriate diagram from cell library. Complete table of anticipated dead load deflections using 1/8” increments. Fill in the value for “ minimum slab thickness” on the deflection diagram.

TYPICAL BOTTOM FLANGE EDGE DETAIL: Replace detail when edge distances are less than or equal to 6” with appropriate detail from cell library.

A B C

C12x20.7

C15x33.9

1’-3"

1’-6" 1’-3"

1’-7�" 1’-3" C15x33.9

structure.






PC

B-

D3

Not to scale

PART TRANSVERSE SECTION

PCB-D3

12"

1’-3"

1’-10�"

S&B DIV

S&B DIV

S&B DIV

Detail A ChannelDetail B

DIMENSION TABLE

BEAM TYPE CHANNEL SIZE

II

III

IV

12"

A

ty

p.

B

ty

p.


(AASHTO TYPES II, III AND IV)


/

crete members.









galvanized.








Notes:

06-14-2010

Skew angle

20 90 - skew angleo

90o 20

o

o

C

CHANNEL DETAIL

2"

4�"

90

/

/

/

L beam

slotted holes

1" x 2�"

DETAIL A DETAIL B

o

L beam

L threaded insert90

o



C CD D

/

/

SECTION C-C SECTION D-D

L 6 x 6 x �

L 6 x 6 x �

2�

"2�

"

/

channel size

See table for

C

C

C

in channel

L 1�" o holesC







slotted holes

1" x 2�"

ALTERNATE DETAIL B

/

/




/

/

Threaded insert for

/

Threaded insert for

one hardened washer



L beam

90o

L 6 x 6 x �

C

E E

SECTION E-E

/

/

Threaded insert for

/

Threaded insert for

one hardened washer



C

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

diaphragms

of bolts for

thru centers

L beam and line

Work point at

6" 6"

2�

"

C

1�

"

3"

L 6 x 6 x �

BEAM FACE

/

DIAPHRAGM FACE


1" x 2�" slotted hole

for �" o bolt

1�

"

2�

"

2�"

/

/




C

diaphragms

of inserts for

thru centers

L beam and line

Work point at

C

diaphragms

of inserts for

thru centers

L beam and line

Work point at

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbd3.d

gn

VOL. V - PART 4


AASHTO/PCI TYPES INTERMEDIATE STEEL DIAPHRAGMS

NOTES TO DESIGNER: Standard is to be used as an insertable sheet for steel intermediate diaphragms with AASHTO/PCI prestressed concrete beams, Types II, III and IV. The steel quantity is included in price bid for prestressed concrete beams and should be so noted under the GENERAL NOTES on the front sheet of plans.



STANDARD PCB-D3: NOTES TO DESIGNER FILE NO. PCB-D3-2

PC

B-

D4

Not to scale

PART TRANSVERSE SECTION AT DIAPHRAGM

structure.






PCB-D4

S&B DIV

S&B DIV

S&B DIV

Detail A

Detail C

Detail B

/

DETAIL C

/

/

1’-

3"

ty

p.

1’-

9"

ty

p.

�" x 2" x 2"

spacer plate

with 1" o hole

1" x 3" slotted hole, �" o

bolt with hex nut and

two 2�" o washers.


(AASHTO TYPES V AND VI)


/

crete members.









galvanized.








Notes:

06-14-2010

Skew angle

20 90 - skew angleo

90o 20

o

o

SECTION D-D

BEAM FACE

8"

1�

"

11"

2"

2"

7"

11"

slotted holes

1" x 3"

slotted holes

1" x 1�"

DIAPHRAGM FACE

1�

"

4"

2" 2�"

5�

"


Clip typ.

L 7 x 4 x �

90o

L beam

L threaded insert

L 7 x 4 x �

C

C

ALTERNATE DETAIL B

SECTION E-E

L beam

90o

L 7 x 4 x �

C

L 6 x 4 x �

7"

/

6"

typ.

DETAIL A DETAIL B

/

3"

slotted hole

L 1" x 3"



/

D E ED

L 7 x 4 x �

3" radius typ.

/

/

C

Threaded insert for

one hardened washer


�" o x 2�" bolt withtwo 2�" o washers and


/



6"

typ.

/



F F

L 7 x 4 x �

L 6 x 4 x �

/

/

Threaded insert for

one hardened washer



L beam

90o

L 7 x 4 x �

C

SECTION F-F

C

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

diaphragms

of bolts for

thru centers

L beam and line

Work point at

typ.

L 7 x 4 x �

L 6 x 4 x �

�" o bolt with hex nut,


See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

See erection plan.

for diaphragms.

of inserts or bolts

Line thru centers

�" o bolt with hex nut,


Drawn: ................






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

pcbd4.d

gn

VOL. V - PART 4


AASHTO/PCI TYPES INTERMEDIATE STEEL DIAPHRAGMS

NOTES TO DESIGNER: Standard is to be used as an insertable sheet for steel intermediate diaphragms with AASHTO/PCI prestressed concrete beams, Types V and VI. The steel quantity is included in price bid for prestressed concrete beams and should be so noted under the GENERAL NOTES on the front sheet of plans.



STANDARD PCB-D4: NOTES TO DESIGNER FILE NO. PCB-D4-2


PRESTRESSED CONCRETE BEAM STANDARDS CELL LIBRARY: PCB.CEL

INDEX OF CELLS FILE NO. CELLINDEX-1

PRESTRESSED CONCRETE BEAM STANDARDS

CELL LIBRARY: PCB.CEL

INDEX OF CELLS CELL NAME FILE NO. DATE BFC1 ..................................PCBCELL-18 ...................................................................... 29May2009 BFC2 ..................................PCBCELL-19 ...................................................................... 29May2009 BFC3 ..................................PCBCELL-20 ...................................................................... 29May2009 BFE1 ..................................PCBCELL-14 ...................................................................... 29May2009 BFE2 ..................................PCBCELL-14 ...................................................................... 29May2009 BFI1....................................PCBCELL-15 ...................................................................... 29May2009 BFI2....................................PCBCELL-16 ...................................................................... 29May2009 BFI3....................................PCBCELL-17 ...................................................................... 29May2009 CLOS1 ...............................PCBCELL-21 ...................................................................... 29May2009 CLOS2 ...............................PCBCELL-21 ...................................................................... 29May2009 CLOS3 ...............................PCBCELL-22 ...................................................................... 29May2009 DDGRA ..............................PCBCELL-8 .......................................................................... 11Jul2008 DDHUM..............................PCBCELL-9 .......................................................................... 11Jul2008 DDSAG ..............................PCBCELL-10 ........................................................................ 11Jul2008 EDLLS................................PCBCELL-4 ........................................................................ 29May2009 EDLLSS .............................PCBCELL-5 ........................................................................ 29May2009 EDLRS ...............................PCBCELL-4 ........................................................................ 29May2009 EDLRSS.............................PCBCELL-4 ........................................................................ 29May2009 EDLST................................PCBCELL-3 ........................................................................ 29May2009 EDRLS ...............................PCBCELL-7 ........................................................................ 29May2009 EDRRS...............................PCBCELL-7 ........................................................................ 29May2009 EDRST ...............................PCBCELL-7 ........................................................................ 29May2009 EDRSTS.............................PCBCELL-5 ........................................................................ 29May2009 ED2 ....................................PCBCELL-27 ...................................................................... 29May2009 ED29 ..................................PCBCELL-22 ...................................................................... 29May2009 ED3 ....................................PCBCELL-27 ...................................................................... 29May2009 ED37 ..................................PCBCELL-23 ...................................................................... 29May2009 ED4 ....................................PCBCELL-28 ...................................................................... 29May2009 ED45 ..................................PCBCELL-23 ...................................................................... 29May2009 ED5 ....................................PCBCELL-28 ...................................................................... 29May2009 ED53 ..................................PCBCELL-24 ...................................................................... 29May2009 ED6 ....................................PCBCELL-29 ...................................................................... 29May2009 ED61 ..................................PCBCELL-24 ...................................................................... 29May2009 ED69 ..................................PCBCELL-25 ...................................................................... 29May2009 ED77 ..................................PCBCELL-25 ...................................................................... 29May2009 ED85 ..................................PCBCELL-26 ...................................................................... 29May2009 ED93 ..................................PCBCELL-26 ...................................................................... 29May2009 ESLED ...............................PCBCELL-1 ........................................................................ 29May2009 ESRC1 ...............................PCBCELL-2 ........................................................................ 29May2009 ESRC2 ...............................PCBCELL-3 ........................................................................ 29May2009 ESRED...............................PCBCELL-1 ........................................................................ 29May2009 ID2......................................PCBCELL-34 ...................................................................... 29May2009 ID29....................................PCBCELL-29 ...................................................................... 29May2009 ID3......................................PCBCELL-34 ...................................................................... 29May2009 ID37....................................PCBCELL-30 ...................................................................... 29May2009


PRESTRESSED CONCRETE BEAM STANDARDS CELL LIBRARY: PCB.CEL

INDEX OF CELLS FILE NO. CELLINDEX-2

PRESTRESSED CONCRETE BEAM STANDARDS

CELL LIBRARY: PCB.CEL

INDEX OF CELLS (cont’d) CELL NAME FILE NO. DATE ID4......................................PCBCELL-35 ...................................................................... 29May2009 ID45....................................PCBCELL-30 ...................................................................... 29May2009 ID5......................................PCBCELL-35 ...................................................................... 29May2009 ID53....................................PCBCELL-31 ...................................................................... 29May2009 ID6......................................PCBCELL-36 ...................................................................... 29May2009 ID61....................................PCBCELL-31 ...................................................................... 29May2009 ID69....................................PCBCELL-32 ...................................................................... 29May2009 ID77....................................PCBCELL-32 ...................................................................... 29May2009 ID85....................................PCBCELL-33 ...................................................................... 29May2009 ID93....................................PCBCELL-33 ...................................................................... 29May2009 IEDLLS...............................PCBCELL-6 ........................................................................ 29May2009 IEDLRS ..............................PCBCELL-6 ........................................................................ 29May2009 IEDLST...............................PCBCELL-6 ........................................................................ 29May2009 IESLST...............................PCBCELL-2 ........................................................................ 29May2009 PSDTL................................PCBELL-37......................................................................... 29May2009 TBFED1 .............................PCBCELL-8 ........................................................................ 29May2009 TBFED2 .............................PCBCELL-8 ........................................................................ 29May2009 TFC1 ..................................PCBCELL-18 ...................................................................... 29May2009 TFC2 ..................................PCBCELL-19 ...................................................................... 29May2009 TFC3 ..................................PCBCELL-20 ...................................................................... 29May2009 TFE1...................................PCBCELL-12 ...................................................................... 29May2009 TFE2...................................PCBCELL-13 ...................................................................... 29May2009 TFE3...................................PCBCELL-13 ...................................................................... 29May2009 TFE4...................................PCBCELL-11 ...................................................................... 29May2009 TFE5...................................PCBCELL-12 ...................................................................... 29May2009 TFE6...................................PCBCELL-11 ...................................................................... 29May2009 TFI1....................................PCBCELL-15 ...................................................................... 29May2009 TFI2....................................PCBCELL-16 ...................................................................... 29May2009 TFI3....................................PCBCELL-17 ...................................................................... 29May2009


PRESTRESSED CONCRETE BEAM STANDARDS CELL LIBRARY: PCB.CELL

CELLS FILE NO. PCBCELLS-1

CELL CELL NAME CELL DESCRIPTION ESLED Left beam end section on centerline at end diaphragm for PCBT-series beam standards. (approx. 0.45 of actual cell size) ESRED Right beam end section on centerline at end diaphragm for PCBT-series beam standards. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION IESLST Left beam end section on centerline at Integral backwall for PCBT-series beam standards. (approx. 0.45 of actual cell size) ESRC1 Right beam end section on centerline at closure diaphragm for PCBT-series beam standards (PCBT-69 thru PCBT-93). (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ESRC2 Right beam end section on centerline at closure diaphragm for PCBT-series beam standards (PCBT-29 thru PCBT-61). (approx. 0.45 of actual cell size) EDLST Left beam end top flange plan at end diaphragm for PCBT-series beam standards for 0° skew. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION EDLRS Left beam end top flange plan at end diaphragm for PCBT-series beam

standards for right skew greater than 0°. (approx. 0.45 of actual cell size) EDLRSS Right beam end top flange plan at end diaphragm for PCBT-series beam

standards for right skew greater than 0°. (approx. 0.45 of actual cell size)

EDLLS Left beam end top flange plan at end diaphragm for PCBT-series beam standards for left skew greater than 0°. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION EDLLSS Right beam end top flange plan at end diaphragm for PCBT-series beam standards for left skew greater than 0°. (approx. 0.45 of actual cell size)

EDRSTS Right beam end top flange plan at end diaphragm for PCBT-series beam standards for 0° skew. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION IEDLST Left beam end top flange plan at integral backwall for PCBT-series beam standards for 0° skew. (approx. 0.45 of actual cell size) IEDLRS Left beam end top flange plan at integral backwall for PCBT-series beam standards for right skew greater than 0°. (approx. 0.45 of actual cell size) IEDLLS Left beam end top flange plan at integral backwall for PCBT-series beam standards for left skew greater than 0°. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION EDRST Right beam end top flange plan at

closure diaphragm for PCBT-series beam standards for 0° skew. (approx. 0.45 of actual cell size) EDRRS Right beam end top flange plan at closure diaphragm for PCBT-series beam standards for right skew greater greater than 0°. (approx. 0.45 of actual cell size) EDRLS Right beam end top flange plan at closure diaphragm for PCBT-series beam standards for left skew greater than 0°. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TBFED1 Typical bottom flange edge detail for Distance from edge of insert plate to end of beam less than 6”. Use with PCBT-series and PCB-series beam standards. (approx. 0.45 of actual cell size) TBFED2 Typical bottom flange edge detail for

distance from edge of insert plate to end of beam greater than 6”. Use with PCBT-series and PCB-series beam standards.

(approx. 0.45 of actual cell size) DDGRA Dead load deflection diagram for a gradient. Use with PCBT-MISC1 and PCB-series beam standards. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION DDHUM Dead load deflection diagram for a hump vertical curve. Use with PCBT-

MISC1 and PCB-series beam standards.

(approx. 0.45 of actual cell size




CELL CELL NAME CELL DESCRIPTION DDSAG Dead load deflection diagram for a sag vertical curve. Use with PCBT-

MISC1 and PCB-series beam standards.

(approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFE4 Top flange and web reinforcing end detail at end diaphragm for Bulb-T with 0° skew. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) TFE6 Top flange and web reinforcing end detail at end diaphragm for Bulb-T with right skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFE5 Top flange and web reinforcing end detail at end diaphragm for Bulb-T with left skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) TFE1 Top flange and web reinforcing end detail at end diaphragm for Bulb-T with 0° skew. Use with standard PCBT- MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFE2 Top flange and web reinforcing end detail at end diaphragm for Bulb-T with right skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) TFE3 Top flange and web reinforcing end detail at end diaphragm for Bulb-T with left skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size




CELL CELL NAME CELL DESCRIPTION BFE1 Bottom flange reinforcing end detail at end diaphragm for Bulb-T. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) BFE2 Bottom flange reinforcing end detail at end diaphragm for Bulb-T. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFI1 Top flange and web reinforcing end detail at integral backwall for Bulb-T with 0° skew. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) BFI1 Bottom flange reinforcing end detail at integral backwall for Bulb-T with 0°

skew. Use with standard PCBT-MISC2.





CELL CELL NAME CELL DESCRIPTION TFI2 Top flange and web reinforcing end detail at integral backwall for Bulb-T with left skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) BFI2 Bottom flange reinforcing end detail at integral backwall for Bulb-T with left skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFI3 Top flange and web reinforcing end detail at integral backwall for Bulb-T with right skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) BFI3 Bottom flange reinforcing end detail at integral backwall for Bulb-T with right skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFC1 Top flange and web reinforcing end detail at closure diaphragm for Bulb-T with 0° skew. Use with standard PCBT- MISC2. (approx. 0.45 of actual cell size) BFC1 Bottom flange reinforcing end detail at closure diaphragm for Bulb-T with 0°

skew. Use with standard PCBT-MISC2.





CELL CELL NAME CELL DESCRIPTION TFC2 Top flange and web reinforcing end detail at closure diaphragm for Bulb-T with right skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size) BFC2 Bottom flange reinforcing end detail at closure diaphragm for Bulb-T with right skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION TFC3 Top flange and web reinforcing end detail at closure diaphragm for Bulb-T

with left skew greater than 0°. Use with standard PCBT-MISC2.

(approx. 0.45 of actual cell size) BFC3 Bottom flange reinforcing end detail at closure diaphragm for Bulb-T with left skew greater than 0°. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION CLOS1 Plan view of closure diaphragm for PCBT-series beams with 0° skew. Use with standards PCBT-CLOS1 and PCBT-CLOS2. (approx. 0.45 of actual cell size) CLOS2 Plan view of closure diaphragm for PCBT-series beams with left skew than 0°. Use with standards PCBT- CLOS1 and PCBT-CLOS2. (approx. 0.45 of actual cell size)




CELL CELL NAME CELL DESCRIPTION CLOS3 Plan view of closure diaphragm for PCBT-series beams with right skew greater than 0°. Use with standards PCBT-CLOS1 and PCBT-CLOS2. (approx. 0.45 of actual cell size) ED29 Cast-in-place concrete end diaphragm details for PCBT-29 beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ED37 Cast-in-place concrete end diaphragm details for PCBT-37 beam. (approx. 0.44 of actual cell size) ED45 Cast-in-place concrete end diaphragm details for PCBT-45 beam. (approx. 0.44 of actual cell size)
















CELL CELL NAME CELL DESCRIPTION ED2 Cast-in-place concrete end diaphragm details for AASHTO/PCI Type II beam. (approx. 0.44 of actual cell size) ED3 Cast-in-place concrete end diaphragm details for AASHTO/PCI Type III beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ED4 Cast-in-place concrete end diaphragm details for AASHTO/PCI Type IV beam. (approx. 0.44 of actual cell size) ED5 Cast-in-place concrete end diaphragm details for AASHTO/PCI Type V beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ED6 Cast-in-place concrete end diaphragm details for AASHTO/PCI Type VI beam. (approx. 0.44 of actual cell size) ID29 Cast-in-place concrete intermediate diaphragm details for PCBT-29 beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ID37 Cast-in-place concrete intermediate diaphragm details for PCBT-37 beam. (approx. 0.44 of actual cell size) ID45 Cast-in-place concrete intermediate diaphragm details for PCBT-45 beam. (approx. 0.44 of actual cell size)
















CELL CELL NAME CELL DESCRIPTION ID2 Cast-in-place concrete intermediate diaphragm details for AASHTO/PCI Type II beam. (approx. 0.44 of actual cell size) ID3 Cast-in-place concrete intermediate diaphragm details for AASHTO/PCI Type III beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ID4 Cast-in-place concrete intermediate diaphragm details for AASHTO/PCI Type IV beam. (approx. 0.44 of actual cell size) ID5 Cast-in-place concrete intermediate diaphragm details for AASHTO/PCI Type V beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION ID6 Cast-in-place concrete intermediate diaphragm details for AASHTO/PCI Type VI beam. (approx. 0.44 of actual cell size)




CELL CELL NAME CELL DESCRIPTION PSDTL Pipe sleeve details for drainage pipe. Use with standard PCBT-MISC2. (approx. 0.45 of actual cell size)

VOLUME V – PART 4 PRESTRESSED CONCRETE BEAM …...Volume V – Part 4 Prestressed Concrete Beam Standards . MEMORANDUM TO: Holders of Volume V – Part 4: Prestressed Concrete Beam

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