TABLE OF CONTENTS – TRANSVERSE SECTION · transverse section table of contents – chapter 9 part 2 date: 03may2018 sheet 1 of 1 file no. 09.toc-1 table of contents – transverse

TRANSVERSE SECTION TABLE OF CONTENTS – CHAPTER 9

PART 2

DATE: 03May2018

SHEET 1 of 1

FILE NO. 09.TOC-1

TABLE OF CONTENTS – TRANSVERSE SECTION

CHAPTER 9 FILE NO. TITLE DATE

TABLE OF CONTENTS AND INTRODUCTION 09.TOC-1 Table of Contents - Chapter 9 ............................................................ 03May2018 09.00-1 Introduction - Chapter 9 ........................................................................ 09Jul2012

TRANSVERSE SECTION PLAN SHEET 09.01-1 General Information ............................................................................. 12Sep2014

SAMPLE TRANSVERSE SECTION SHEET 09.02-1 General Information ............................................................................. 12Sep2014

* 09.02-2 Sample Transverse Section Sheet - Continuous Span ....................... 12Sep2014 * 09.02-3 Sample Transverse Section Sheet - Curved Alignment ...................... 12Sep2014 * 09.02-4 Sample Transverse Section Sheet - Median, Utilities and ....................................

Shared Use Path ................................................................................ 03May2018 * 09.02-5 Sample Transverse Section Sheet - Phased Construction ................. 12Sep2014 * 09.02-6 Sample Transverse Section Sheet - Closure Pour ............................ 03May2018 * 09.02-7 Sample Transverse Section Sheet - Sidewalk ................................... 03May2018 * 09.02-8 Sample Transverse Section Sheet – Architectural Treatment ........... 03May2018

09.02-9 Check List ............................................................................................ 12Sep2014 09.02-10 Check List ............................................................................................ 12Sep2014 * Indicates 11 x 17 sheet; all others are 8 ½ x 11.

TRANSVERSE SECTION INTRODUCTION - CHAPTER 9

PART 2

DATE: 09Jul2012

SHEET 1 of 1

FILE NO. 09.00-1

INTRODUCTION It is the intent of this chapter to establish the specific requirements, practices and/or guidelines of the Structure and Bridge Division for the completion of the transverse section plan sheet. It also provides other sources of information along with cross references to other Manuals of the Structure and Bridge Division (Volume V - series) to assist in the preparation of the transverse section sheet. The practices and specific requirements contained in this chapter have been established based on the Structure and Bridge Division’s experience and recommendations. This chapter in the manual contains specific requirements, practices and/or guidelines for the detailing of the transverse section, part sections and miscellaneous details required on the transverse section plan sheet. It is not the intent of these requirements and guidelines to supercede the requirements contained in Chapter 1 of this manual but to convey necessary information to the designer for the completing the transverse section plan sheet. It is expected that the users of this chapter will adhere to the practices and requirements stated herein. NOTE: Due to various restrictions on placing files in this manual onto the Internet, portions of the drawings shown do not necessarily reflect the correct line weights, line types, fonts, arrowheads, etc. Wherever discrepancies occur, the written text shall take precedence over any of the drawn views.

TRANSVERSE SECTION TRANSVERSE SECTION PLAN SHEET

GENERAL INFORMATION

PART 2

DATE: 12Sep2014

SHEET 1 of 1

FILE NO. 09.01-1

GENERAL INFORMATION: This section of the chapter establishes the practices and specific requirements necessary for the completion of the transverse section sheet for a bridge plan assembly. A typical bridge project will normally have a single transverse section plan sheet which shall include the transverse section, part transverse section(s), drip detail, notes and other miscellaneous details as required. Space permitting, other required details pertaining to the transverse section may be shown on this sheet. Transverse sections shall be drawn viewing the section looking in the direction of increasing stations. The transverse section detail may be generated for use on the sheet by using the “btran” program from the VDOT BRIDGE MDL task bar in MicroStation V8i. A cell library (trans1.cell) is also provided to allow designers to develop the transverse section and to add the other miscellaneous details required. The decision to incorporate architectural treatment into a bridge project and the type of treatments shall be made during the preliminary design. Incorporating or removing architectural treatments from a project at a later stage could require re-design and plan changes including quantities. See Chapter 5 of this manual for requirements, details and information for architectural treatment. Including architectural treatment on parapets/railings will affect geometric items such as distance between face-to-face of curb/rail, out-to-out of deck, etc. Architectural treatment on parapets/rails will also affect substructure widths and quantities. For location of the transverse section sheet in the bridge plan assembly, see File No. 01.02-4. The practices for the completion of interior sheets contained in Chapter 4 of this manual shall be adhered to.

TRANSVERSE SECTION SAMPLE TRANSVERSE SECTION SHEET

GENERAL INFORMATION

PART 2

DATE: 12Sep2014

SHEET 1 of 10

FILE NO. 09.02-1

GENERAL INFORMATION: This section of the chapter includes sample transverse section sheets with a check list for completing these sheets. It is not the intent of the sample transverse section sheets and checklist contained in this section to show how to lay out the superstructure of a bridge. The transverse section sheets shown in this section are intended only to provide the designer with the necessary detail requirements for a complete transverse section plan sheet. For location of the transverse section plan sheet in the bridge plan assembly, see File No. 01.02-4.

Date Plan Designed: ...........

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

Checked: ............2012, 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

2'-10" 2'-10"

2 spa. @ 9'-2" = 18'-4" 2 spa. @ 9'-2" = 18'-4"

20'-0"20'-0"

42'-4"

Face of rail Face of rail

1'-2" 1'-2"

TRANSVERSE SECTIONScale: …" = 1'-0"

Point of finished grade

9" typ.

5 eq. spa. 6 eq. spa. 4 eq. spa.

8 eq. spa.

1 spa.

See Drip Detail typ.

1"

DRIP DETAIL

1•"

ƒ"

ƒ"

SB seriesSL04 series SC series

1" typ.

8•" min.

LC

3 eq. spa.

TRANSVERSE SECTION

Not to scale unless otherwise shown

SBJ

SBJ

MHJ Aug. 2012

140029-076-113, B60429

999-

13

14

21

1

24

25

22

23

3

99

24

5

10 10

8

6

5

8

2% slope2% slope

Rte. 29

6

88

PART SECTION AT MIDSPAN

17

b99999014

SAMPLE TRANSVERSE SECTION SHEET - CONTINUOUS SPAN

SAMPLE TRANSVERSE SECTION PLAN SHEET

TRANSVERSE SECTION

For details of rail, see sheets 23 and 24.

sheet 21.

and other reinforcing steel details not shown, see Deck Plan on

For additional reinforcing steel in top layer of deck slab at piers

Notes:

2•" cl.

1‚" cl.

FILE NO. 09.02-2

SHEET 2 of 10

DATE: 12Sep2014

PART 2


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

999-

22

Aug. 2012

TRANSVERSE SECTION

14

SBJ

SBJ

MHJ

b99999014

11 0011-076-113, B621

23

2 eq. spa.

PART SECTION

SC series

SL series

4 eq. spa. 6 eq. spa. 4 eq. spa.

3 eq. spa. 2 eq. spa.

8 eq. spa.

Not to scale

1•"

1"

DRIP DETAIL

ƒ"

ƒ"

Not to scale

SB0501

Scale: •" = 1'-0" unless otherwise noted.

17

24

25

14

21

13

TRANSVERSE SECTION

7'-6" 2'-8"

C

39'-4"

3" typ.

5

L Rte. 11Common chord

Varies

888

66

4

5

11 2

3

1

9

Face of curbFace of curb 10

2'-8" 8'-6"2 spa. @ 8'-6" = 17'-0"

19'-0" 17'-0"

Slope varies

For details of rail, see sheet 23.

For additional reinforcing steet details, see Deck Plan on sheet 21.

Note:

8 8 8

10

SAMPLE TRANSVERSE SECTION SHEET - CURVED ALIGNMENT


TRANSVERSE SECTION

12"

1‚" cl.

2•" cl.

1'-8" 1'-8"

9" typ.8•" min.



FILE NO. 09.02-3

SHEET 3 of 10

DATE: 12Sep2014

PART 2


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

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

TRANSVERSE SECTION

Not to scale (unless otherwise noted)

b99999014

0123-076-113, B678 14

999-

SBJ

SBJ

MHJ

5 eq. spa.

2 eq. spa.2 eq. spa.3 eq. spa.

7 eq. spa.

PART SECTION

SC series

SB series

SL series

6 eq. spa.

11 eq. spa.

1•"

1"

ƒ"

ƒ"

DRIP DETAIL


epoxy typ.

Type EP4 or EP5R = 2" typ.

3" typ.

ML0301

MT0301 MT0302

1"

1"

C

*

minimum lap of 1'-3".

ML0301 bars have a*

6'-0" 27'-0"8'-0"27'-0"

12"

8'-

4"

1"

1"

C

TRANSVERSE SECTIONScale: ‚" = 1'-0"

Face of curb Face of curbFace of curbFace of median curb Face of median curb


3" typ.

MEDIAN OVERHANG SECTION

details, see Part Section.

For additional deck reinforcement

typ. at median overhangs.

every top SC series bar

SC0403 top lap with

14

15

13

1

17

2 5

5

9 9

88

6

10

1010

10

10

3

4

6

2% slope2% slope

5

66

8

5

6

35'-0"

looking upstation. Other overhangs similar.

Shown for exterior overhang left of route centerline

12

gas line

L of 6" o

water line

L of 8" o

4'-0" 4'-0"

C /C

/

12

2% slope2% slope2" o conduit/

see sheet 21. For pedestrian fence details, see sheet 22.

For details of parapet, see sheet 19. For details of median barrier,

For additional reinforcing steel details, see Deck Plan on sheet 15.

Notes:

L Rte. 123

123

L Rte. 123

3" typ.

6"

2•" cl.

1‚" cl.

8

14'-0"

3 spa. @ 10'-0" = 30'-0"

8'-

4"

9" min.9•" typ.

SAMPLE TRANSVERSE SECTION SHEET - MEDIAN, UTILITIES AND SHARED USE PATH


TRANSVERSE SECTION

Shared use path


24

25

21

23

22

FILE NO. 09.02-4

SHEET 4 of 10

DATE: 03May2018

PART 2

2018, Commonwealth of VirginiaAug. 2018

49'-0"

12"

3'-2"

12"

3'-0"

8

3'-0"

8

3'-2"

85'-0"

4 spa. @ 10'-8" = 42'-8"


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

Checked: ............2012, Commonwealth of Virginia





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

13

TRANSVERSE SECTION

1'-8"

Construction joint

C

18'-0"

39'-4"

18'-0"

1'-9"

2% slope 2% slope

16'-3"

3" typ.

Phase 11 ConstructionPhase I Construction

Note:

1•"

1"

DRIP DETAIL

ƒ"

ƒ"

Not to scale

9•" typ.9" min.

3'-2" 5'-6" 5'-6" 3'-2"11'-0"11'-0"

SC series

SL series

(Phase I)

PART SECTION

Not to scale

3 eq. spa. 3 eq. spa. 3 eq. spa. 3 eq. spa.

Construction joint Construction joint

SC series

SL series

PART SECTION

Not to scale

3 eq. spa.3 eq. spa.3 eq. spa.3 eq. spa.

(Phase II)

3"= 2'-4" = 2'-0"

13 eq. spa. = 5'-10"= 2'-0"= 2'-0"

2 eq. spa. = 8"

10 eq. spa. = 4'-2"= 2'-0"= 2'-0"

13 eq. spa. = 5'-10"= 2'-0" = 2'-4"

3"

20 eq. spa. = 17'-5" 24 eq. spa. = 20'-11"

14

21

23

4

2

39

7

8888

1

9

6

88

5 5

7

6

7

1325

24

22

0058-044-103, B643 14

Aug. 2012

TRANSVERSE SECTION

Scale: •" = 1'-0" unless otherwise noted.

b99999014

58

999-

PEL

PEL

MNJ

Phase I Construction Phase 11 Construction

2'-6" 2'-6"

Phase 2

Construction joint

SC0503

PART SECTION AT CONSTRUCTION JOINT

Phase 1

SC0501 SC0502

couplers having 2'-6" leg lengths.

lap splice. In this case, the SC0503 bars are replaced by

Department, a mechanical splice may be used in place of the

At the Contractor's option, and at no additional cost to the

16

17

7

SAMPLE TRANSVERSE SECTION SHEET - PHASED CONSTRUCTION


TRANSVERSE SECTION

L Rte. 58 For parapet details, see sheet 23.

sheets 21 and 22.

and other reinforcing steel details not shown, see Deck Plan on

For additional reinforcing steel in top layer of deck slab at piers

Face of curb Face of curb

1‚" cl.

2•" cl. 2•" cl.

1‚" cl.


1'-8"


FILE NO. 09.02-5

SHEET 5 of 10

DATE: 12Sep2014

PART 2

TRANSVERSE SECTION

1•"

1"

DRIP DETAIL

ƒ"

ƒ"

Scale: •" = 1'-0"

CONSTRUCTION JOINT DETAIL

Scale: •" = 1'-0"

PART SECTION

1•"

87'-0"

12" 5'-6" 37'-0" 5'-6" 12"

6"

4'-6" 4'-6"

3'-0"

6"

Deck closure

Deck closure

Not to scale

Phase I Construction Phase II Construction

Phase I Construction Phase II Construction

9 spaces @ 9'-0" = 81'-0"

rail

Face of

rail

Face of

81 0081-082-128, B642

Jun. 2018

JYM

RWS,Jr.

RWS,Jr.

b28683012

TRANSVERSE SECTION

12

DateDesigned: ...........

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

999-

Plan

14

2

3

4

Face of sidewalk curb

5

7

37'-0"

8 8

7

8

9'-0"

99

Face of sidewalk curb

15 15

8

10 10

SC05 series

1'-8"

min. lap

1'-8"

min. lap

41'-4•"

4'-4•"

1'-9"

12

13

Joint Detail

See Construction

SAMPLE TRANSVERSE SECTION SHEET - CLOSURE POUR


TRANSVERSE SECTION

16

16

1•" 9'-0"

9'-0"

Construction joint

For rail details, see sheet 23.

For deck slab and sidewalk reinforcement details, see sheet 19.

Notes:

17Scale: ‚" = 1'-0" unless otherwise shown

3" typ.

6"

1"

EP5 epoxy

Type EP4 or

DETAIL A 15

See Detail A

15

5 eq. spa.

6 eq. spa.

5 eq. spa.4 eq. spa.

SC series

3 eq. spa.

SL series

9 eq. spa.


SB series

9" ty

p.

8•" min. slab

2•" clr.

1‚" clr.

LC

conduit system

6 - 4" Telephone

girderLC

girderLC

LBConstruction

20

21

23

22

24 25

6

1% slope

10

2% slope

5


1

2% slope

10

1% slope

6

1% slope

SB series

FILE NO. 09.02-6

SHEET 6 of 10

DATE: 03May2018

PART 2


SW series

3'-0"

8

Designed: ...........

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

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

0460-76-113, B675 14

SBJ

999-

TRANSVERSE SECTION

Plan

SBJ

MHJ

b9999014

1"

DRIP DETAIL

1•"

ƒ"

ƒ"

Not to scale14

Scale: •" = 1'-0" unless otherwise shown

17



Notes:

460

3" typ.

6"

1"

EP5 epoxy

Type EP4 or

DETAIL A 15

Not to scale

13

4 eq. spa.


5 eq. spa.

8 eq. spa.

PART SECTION

SB series

SL series

6 eq. spa.

SW series

1% slope

SC series

6 eq. spa.

15

2•" cl.

1‚" cl.

SAMPLE TRANSVERSE SECTION SHEET - SIDEWALK


TRANSVERSE SECTION

21

23

22

24 25

FILE NO. 09.02-7

SHEET 7 of 10

DATE: 03May2018

PART 2

2018, Commonwealth of Virginia

Date

Jun. 2018

6'-0"


Face of rail Face of sidewalk curb

8•" min.1%

3 eq. spa. @ 8'-7" = 25'-9" 4'-8•"

o/

TRANSVERSE SECTION

L Rte. 460 Bus.C

2% slope 2% slope9" ty

p.

88

8

3

9

6

105

5 2 5

6

4

1010

8

8'-7"

8

1

12

15 9See Detail A

Face of rail

3" typ.

48'-0"

33'-0" 15'-0"

12"14'-0"12" 26'-0"

2'-6•" 3'-10•"

8

2'-6•"

5

DateDesigned: ...........

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

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

14

SBJ

999-

TRANSVERSE SECTION

Plan

SBJ

MHJ

b9999014

6'-0"


Face of rail Face of sidewalk curb

8•" min.1%

3 eq. spa. @ 8'-7" = 25'-9" 4'-8•"

TRANSVERSE SECTION

L Rte. 460 Bus.C

2% slope 2% slope9" ty

p.

1"

DRIP DETAIL

1•"

ƒ"

ƒ"

Not to scale14

88

8

3

9

6

105

5 2 5

6

4

Scale: •" = 1'-0" unless otherwise shown

1010

8

8'-7"

8

17

1



Notes:

15 9

460

3" typ.

6"

1"

EP5 epoxy

Type EP4 or

DETAIL A

See Detail A

15

Face of rail

3" typ.

48'-0"

33'-0" 15'-0"

12"14'-0"12" 26'-0"

2'-6•" 3'-10•"

8

2'-6•"

outside face typ.

Architectural treatment

inside face typ.

Architectural treatment 18

19

SAMPLE TRANSVERSE SECTION SHEET - ARCHITECTURAL TREATMENT


TRANSVERSE SECTION

18

21

0460-76-113, B675

23

22

24 25

5

within these limits typ.

to concrete surface

Apply color coating

FILE NO. 09.02-8

SHEET 8 of 10

DATE: 03May2018

PART 2

Jun. 20182018, Commonwealth of Virginia

Not to scale

13

4 eq. spa.


5 eq. spa.

8 eq. spa.

PART SECTION

SB series

SL series

6 eq. spa.

SW series

1% slope

SC series

6 eq. spa.

15

2•" cl.

1‚" cl.

o/

12


CHECK LIST

PART 2

DATE: 12Sep2014

SHEET 9 of 10

FILE NO. 09.02-9

CHECK LIST FOR SAMPLE TRANSVERSE SECTION SHEET:

Show complete TRANSVERSE SECTION. Show and label L / L of bridge. This designation shall match that shown on the road plans/title sheet for a bridge plan assembly. Do not include the word proposed. Label the Point of finish grade. Dimension distance from out-to-out of bridge. Dimension distances from L / L of bridge to face of curb(s)/rail(s). Dimension width of parapets and/or rails. If there are median barriers, raised medians, sidewalks and shared use paths, dimension widths. Where architectural treatment is used on the inside (traffic) and/or outside (non-traffic) face(s) of parapets/rails, the dimensioned width shall include the relief. For bridges with phased construction, show and label the limits of phased construction. Show and label the construction joint. Dimension the distance from L / L to the construction joint. Dimension the distance from construction joint to face of curb/rail for Phase I construction. Dimension location of the first beam/girder on each side of the bridge L / L . Show beam /girder spacings along with the width(s) of deck slab cantilevers. Show the cross slope of the deck slab along with direction arrow(s). Label the face of curb/rail. If there is a raised median, label as: Face of median curb; sidewalk curb as: Face of sidewalk curb; for all else as: Face of curb or Face of rail. Show and label span/common chords for curved bridges using layout on span/common chords. Span chords are chords between the intersections of bridge L / L with the face of backwalls/ end of slabs and L piers/bents. Common chords are chords between the intersections of bridge L / L with the face of backwalls/end of slabs at abutments. Dimension the distance from the bridge L / L to the span/common chord. Show and label the L of all utilities supported by the bridge. Provide the number, size of conduit(s)/pipe(s) and name of utility utilizing the conduit(s)/pipe(s). When water, gas or other similar systems are located on the bridge, the diameter of pipe should also be shown. Utilities shall preferably be located between an exterior beam/girder and the first interior beam/girder unless otherwise directed by the utility company. Gas lines shall be located between an exterior beam/girder and the first interior beam/girder. Show PART SECTION at midspan complete with reinforcement details. For deck slabs continuous over pier(s)/bent(s) show an additional Part Section at pier/bent complete with reinforcement details. Provide number of equal spaces for SL bars. Show DRIP DETAIL.

1

13

12

C B2

3

4

5

7

8

9

10

11

14

C

C

C

CC

CC

C

B

B

B

B

BB

6


CHECK LIST

PART 2

DATE: 12Sep2014

SHEET 10 of 10

FILE NO. 09.02-10

Show sidewalk and raised median section details as needed. Show cross slope of sidewalks with direction of slope. Provide number of equal spaces for longitudinal reinforcing bars. Spacing of transverse reinforcing bars are normally shown on the DECK SLAB PLAN of the DECK PLAN sheet. Show miscellaneous details pertaining to the transverse section as needed when space on the transverse section sheet allows. Transverse section, part transverse section(s) and miscellaneous details shall be drawn to a scale of sufficient size so as to be legible when reduced to half-size. Where architectural treatment is used on the face(s) of parapets/rails, identify the treated face(s). Where architectural treatment is used on the outside (non-traffic) face of parapets/rails with color, identify any concrete surfaces on the deck to which color coating is to be applied. For closure pour, show deck slab construction joint on a minimum of one beam/girder and placement of construction joints on both beams/girders is desirable where feasible. Determine location of construction joints during preliminary design. Show Notes as required. Add appropriate sheet number(s). For instructions on completing the notes, see File No. 04.03. For instructions on completing the title block, see File No. 04.04-2. For instructions on completing the project block, see File No. 04.01. For instructions on completing this portion of the sheet, see File No. 04.04-3. For instructions on completing the block for sealing, signing and dating this sheet, see File Nos. 01.16-1 thru -7.

16

17

15

19

21

22

23

24

18

25

20

Documents

TABLE OF CONTENTS – TRANSVERSE SECTION · transverse section table of contents – chapter 9 part 2 date: 03may2018 sheet 1 of 1 file no. 09.toc-1 table of contents – transverse