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INDOT|BRIDGE DESIGN AIDS

BDA 100-01 | FEBRUARY 07, 2019

Page | 1

BRIDGE SAMPLE PLANS

Reference: IDM 14 Plan Preparation

The following set of sample bridge plans has been created to illustrate a typical set for designers.

Sheet Revision Date Note

Title 02/07/2019 Made changes to the HUC number and to note #11. For more information concerning HUC numbers: https://www.in.gov/idem/nps/2422.htm.

P.E.

CONST.

BRIDGE PLANS

AT: RP

PROJECT NO.

OF TRANSPORTATION

INDIANA DEPARTMENT

O A

A

AT

I

NT

F TRN

SP

OR

TA

TIO

N

NA

DE

PR

ME

NDI

FOR LETTING:

APPROVED

DATE

PHONE NUMBER

PREPARED BY:

PLANS

DATE

CERTIFIED BY:

LATITUDE: LONGITUDE:

ROUTE:

A CERTIFIED DOCUMENT."

"THIS MEDIA SHOULD NOT BE CONSIDERED

A CERTIFIED DOCUMENT."

"THIS MEDIA SHOULD NOT BE CONSIDERED

$SIG_DATE$

FOR SPANS OVER 20 FEET

INDIANA DEPARTMENT OF TRANSPORTATION

2014

0.023

2.04

0.185

45+94

0.208

Daviess County

SCALE: 1" = 2000'

Engineer of Record 317-555-1234

TO BE USED WITH THESE PLANS.

STANDARD SPECIFICATIONS DATED

INDIANA DEPARTMENT OF TRANSPORTATION

BRIDGE FILE

DESIGNATION

SHEET

PROJECTCONTRACT

of

PROJECT

CONTRACT

DESIGNATION

BRIDGE FILE

PE SEAL

R/W

Section 16, T-2-N, R-7-W, Washington Township, Daviess County

Located 1.94 Miles South of US 50

Bridge Replacement on SR 57 over Veale Creek

SR 57

1

STRUCTURE INFORMATION

31

STRUCTURE TYPE SPAN AND SKEW OVER STATION

Veale Creek

I-Beam Type II

Prestressed Concrete

Continuous Composite

Skew: 20° Rt.

& 38'-0"

3 Spans: 38'-0", 46'-0"

Line "A"

1446+50

DESIGNATION

0000000

0000000

0000000

PROJECT DESCRIPTION

TITLE OR BRIEF OF DESCRIPTION OF ASSOCIATED PROJECT



BRIDGE LENGTH:

ROADWAY LENGTH:

TOTAL LENGTH:

MAX. GRADE:

MI.

MI.

MI.

%

PROJECT LOCATION SHOWN BY

KIN PROJECT INFORMATION

TRAFFIC DATA

DESIGN DATA

5

2012

2032

4812

6020

2032

STATE COLLECTOR

55

50

10

3R (NON-FREEWAY)

RURAL

LEVEL

NONE

12

A.A.D.T.

A.A.D.T.

D.H.V

DIRECTIONAL DISTRIBUTION

TRUCKS

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

( )

( )

( )

V.P.D.

V.P.D.

V.P.H.

%

%

% D.H.V.

A.A.D.T.

M.P.H.

REQUIRED FOR THIS PROJECT

NO ADDITIONAL RIGHT-OF-WAY

38° 36' 16" 87° 11' 39"

3 2

Sta. 1441+00 Line "A"

Begin Project

Sta. 1452+00 Line "A"

End Project

Sta. 1446+50 Line "A"

Over Veale Creek

Structure 057-14-000000

will govern.INDOT CAD Standards Manualand Manual

Indiana Design the event of a conflict, the policies stated in the current

must determine specific content of notes for his/her individual project. In

. The Designer Indiana Design Manualdesign in accordance with the current

project although every attempt has been made to produce a reasonable

makes no guarantee of the accuracy of data used for this hypothetical

for a callout, level of specificity, and its expected appearance. INDOT

The callouts and notes in this sample plan are intended only to show a need

This set of sample plan sheets is provided for illustrative purposes only.

:INTENDED USE AND DISCLAIMER INFORMATION

9:5

1 A

M

3/1

1/2

014

Plot:

Name, Title

Name, Title

Name, Employee in Responsible Charge

Date

Date

Date

and approval signatures.

project, including project data, design data, project location,

The purpose of this drawing is to provide an overview of the

:PURPOSE

057-14-00000

DOTWise\Documents\Standards\Sample Plans\Bridge\0001250\Design\MS\Sheets\Sht Title.dgn

HUC: 051202020907

concerning HUC numbers:

02/07/2019 Made changes to the HUC number and to note #11. For more information

https://www.in.gov/idem/nps/2422.htm

(LPA Projects Only)

Reponsible Charge (ERC) signatures

Owner and LPA Employee in 15

applicable)

Kin Project Information Table (when 14

Signature Block and PE Seal13

Standard Specification Reference12

typ. HUC 12)

for a waterway permit application,

Hydrologic Unit Code (Where needed 11

construction

- Do not include length of incidental

- Do not include length of S-lines

Project Length Table10

Latitude and Longitude 9

County Location Map 8

values for Design Data Table

- See IDM Fig 14-3C for acceptable

Traffic/Design Data Table 7

- Begin and End Project Callouts

- North Arrow and Scale

Project Location Map: 6

Project Work Description 5

Reference Post 4

Project Numbers 3

Structure Information Table 2

and Lower Right Corners)

Project Information Block (Upper Left 1

:REQUIRED ELEMENTS

1

2

4

3

5

7

8

9

10

6

12

1

13

places. Do not round.

Show lengths to three decimal

when applicable.

This note placed only

1" = 5000'

1" = 4000'

1" = 2000'

1" = 1000'

1" = 500'

Typical Scales:

9999999

9999999

9999999

9999999

B-99999

9999999

B-99999 9999999

9999999

057-14-000000

14

Location Description: 18 Pt Text

is not the survey legal description.

for the project must be shown. This

A complete description of the location

Match Title Block Text Style

Text Style: 14 Pt Text

Text Height = 0.46"

Text Height = 0.40"

Text Height = 0.37"

Text Height = 0.70"

Section Labels: 18 Pt Text

Location Map Labels: 12 Pt Text Min.

Location Map Text Callouts: 14 Pt Text

being placed.

relation of the project to the area in which it is

and appropriate scale to clearly depict the

Location Map must be of sufficient enough scope




Signature: 12 Pt Text

Labels: 10 Pt Text

Title Block Text:

T-2-N

R-7-W

T-2-N

R-7-W

Text Height = 0.50", Bold

Text Font = Tahoma (Typ. All Text)

Table Data: 12 Pt Text

Table Title Text Height = 0.25"

Typ. All Tables on Title Sheet:

11

15

057-14-00000

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY

DEPARTMENT OF TRANSPORTATION

INDIANA AS NOTED

B-99999 9999999

9999999

057-14-000000

2 31ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SHEET NO. DATE REVISED

INDEX

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Index wc.dgn

(812) 254-2730

C/O BOB JONES

WASHINGTON, IN 47501

101 NORTHEAST 3RD ST.

WASHINGTON POWER & LIGHT

(800) 427-0497

C/O JAMES HAMMOND

SHELBYVILLE, IN 46176

24 E. HENDRICKS ST.

SBC

(812) 491-4765

C/O STEVE RAWLINSON

EVANSVILLE, IN 47708

20 NORTHWEST 4TH ST.

VECTREN

(812) 254-4526

C/O EARL ARMES

WASHINGTON, IN 47501

P.O. BOX 129

DAVIESS COUNTY RURAL WATERWATER:

GAS:TELEPHONE:

POWER:

UTILITIES

REVISIONS

INDEX

SUBJECT

1 TITLE

2 INDEX

9 GENERAL PLAN

5 PLAN AND PROFILE

7 SOIL BORINGS

8 LAYOUT

END BENT NO. 1 AND NO. 4 DETAILS

12-13 PIER NO. 2 AND NO. 3 DETAILS

14 FRAMING PLAN

15-16 BEAM DETAILS

17-18 SUPERSTRUCTURE DETAILS

19

20

21 APPROACH SLAB DETAILS

22 BRIDGE SUMMARY

23 ROAD SUMMARY

24-31 CROSS SECTIONS

3 TYPICAL CROSS SECTIONS

NO.

DRAWING

NO.

SHEET

C2

C7

C3-C4

C5-C6

C8-C9

C12

C13

C14

C1

C10-C11

4 TEMPORARY RUNAROUND

3:4

6 P

M

2/2

8/2

014

Plot:

SCREEDS

RAILING DETAILS

SHEET

6 SIGNING AND PAVEMENT MARKING DETAILS

10-11

plans, utilities contact information, and a record of revisions to the plans.

The purpose of this Index sheet is to provide a listing of all sheets in the

:PURPOSE

Signature Block and PE Seal 4

Revisions Block 3

Contact Phone No.

Contact Person

Address

Name

Utilities Information 2

Sheet Index 1

:REQUIRED ELEMENTS

4


Labels: 10 Pt Text

Title Block Text:

12

3


Table Title Text Height: 0.25"

Typ. Table on Index Sheet:

project.

additional sheets are required for a

regarding sequence of sheets when

See IDM 14-3.07(02) for information

set to illustrate format.

included in this sample plan

cross sections have been

Note: Only two sheets of

sheets.

revisions associated with inserting

optional, but recommended to reduce

construction type. This format is

or T (Timber) according to the bridge

beginning with C (Concrete), S (Steel),

and are assigned drawing numbers

drawing subset of the entire plan set

details of the bridge are considered a

The sheets containing the structural

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY


INDIANA

B-99999 9999999

9999999

057-14-000000

3 31ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

included in the Standard Drawings.

dimensions for roadway sections which vary from those

The purpose of this drawing is to show materials, details, and

:PURPOSE

PE SEAL

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Typical Cross Sections wc.dgn

TYPICAL CROSS SECTIONS

1/4" = 1'-0"

shown when a barrier is present.

obstruction-free zone should be

NOTE: Neither clear zone nor

SHEET

8:3

4 A

M

3/1

1/2

014

Plot:

Transition Milling

165 lb/yd² QC/QA-HMA, 2, 64, Surface 9.5 mm on R

Variable-Depth Compacted Aggregate Base No. 53 O

6 in. of Compacted Aggregate Base No. 53

275 lb/yd² HMA Intermediate, Type A on

165 lb/yd² HMA Surface, Type A onK1


330 lb/yd² QC/QA-HMA, 3, 64, Intermediate 19 mm on

165 lb/yd² QC/QA-HMA, 3, 70, Surface 9.5 mm on K


330 lb/yd² QC/QA-HMA, 2, 64, Intermediate 19 mm on

165 lb/yd² QC/QA-HMA, 2, 64, Surface 9.5 mm on J

LEGEND

6'-0" 12'-0" 12'-0"

24'-0"

2'-0"

(Typ.)

4'-0"

8'-0"

Obstruction-Free Zone

18'-0"

Obstruction-Free Zone

18'-0"

3:1

KJ

O

JO

(Typ.)

2% Slope

Profile Grade

Tack Coat

Rdwy. & Line "A"

(Typ.)

4% Slope

4:1*4:1*

TYPICAL FILL SECTION

2'-0"6'-0"

8'-0"

* Except as shown on cross sections.

Sta. 1447+39.72 to Sta. 1452+00.00

Sta. 1441+00.00 to Sta. 1445+60.28

TYPICAL FULL DEPTH SECTION

TYPICAL DITCH SECTION

Limits of Subgrade Treatment Type IB

Existing Ground

Existing Ground

Type IB

Subgrade Treatment

R

24'-0"

Varies 1'-4" to 2'-0" Varies 1'-6" to 2'-0"

Varies 2'-2" to 8'-0"12'-0"12'-0"Varies 2'-2" to 8'-0"

4:1*

* Except as shown on cross sections.

4:1*

Sta. 1452+00 to Sta. 1454+00

Sta. 1439+00 to Sta. 1441+00

TYPICAL INCIDENTAL SECTION

Varies 2'-0" to 6'-0" Varies 2'-0" to 6'-0"

Existing Ground

O

J Existing Pavement

Type IB

Subgrade Treatment

Tack Coat

JO

Type IB

Subgrade Treatment

(Typ.)

Varies(Typ.)

Varies

Existing Ground

Rdwy. & Line "A"

3:1 (Typ)

11'-5"

8'-0" 1'-5" 2'-0"

W-Beam Guardrail

Sta. 1447+44.96 to Sta. 1448+19.96 Right

Sta. 1443+03.22 to Sta. 1445+40.72 Right

Sta. 1447+59.28 to Sta. 1449+96.78 Left

Sta. 1444+80.04 to Sta. 1445+55.04 Left

TYPICAL SECTION WITH GUARDRAIL

J

O

Travel Lane

Edge of

Type IB

Subgrade Treatment

2:12:1

(Typ.)

2% Slope

(Typ.)

8% Slope K1

12'-0" 6'-0"12'-0"6'-0"6'-0"

24'-0"

TYPICAL TEMPORARY RUNAROUND SECTION

Type III

Subgrade Treatment


Recommended Plans Legends

See IDM Fig. 14-3A for

Legend11

Pavement Design10

Obstruction-Free Zone (3R Projects)

Clear Zone (4R projects) or 9

Bicycle Facilities 8

Ditches 7

Side Slopes 6

Sidewalk Locations and Widths 5

Curbs and Guardrails 4

Cross Slopes 3

and Survey Line Locations

Centerline, paper Relocation Line,

Profile Grade, Construction 2

Lane and Shoulder Widths 1

:REQUIRED ELEMENTS

12


Labels: 10 Pt Text

Title Block Text:

Dimensions and Text Callouts: 12 Pt Text

Section Sub-Title: 14 Pt Text

Section Title: 18 Pt Text

Typ. All Sections:

11

2

2

3

6

7

9

1010

10

11

4

BM

Bearing = N 36° 25' 44.3" EBearing = N 36° 25' 44.3" E

Line "A"SR 57 SR 57 Line "A"(asphalt) (asphalt)

Line "TR"

Bearing = N 36° 25' 44.3" E

SE = n/a

L = 186.83'

T = 93.61'

R = 1070'

Delta = 10°00'00"

PI = 1453+14.84 Line "TR"

CURVE DATA

1440+

00

1445+

00

1450+

00

1439+

00

1441+

00

1442+

00

1443+

00

1444+

00

1446+

00

1447+

00

1448+

00

1449+

00

1451+

00

1452+

00

1453+

00

1454+

00

SE = n/a

L = 186.83'

T = 93.61'

R = 1070'

Delta = 10°00'00"

PI = 1439+93.61 Line "TR"

CURVE DATA

SE = n/a

L = 186.83'

T = 93.61'

R = 1070'

Delta = 10°00'00"

PI = 1443+09.95 Line "TR"

CURVE DATA

SE = n/a

L = 186.83'

T = 93.61'

R = 1070'

Delta = 10°00'00"

PI = 1449+98.50 Line "TR"

CURVE DATA

PC = 1

439+

00.0

0 "

TR"

Bearing = N

26° 25' 44

.3" EBearing = N 46° 25' 44.3" E

PC = 1

452+21.4

3 "

TR"

PT = 1

454+

08.2

6 "

TR"

PC = 1

449+

05.0

9 "

TR"

PT = 1

450+91.9

2 "

TR"

PC = 1

442+16.5

4 "T

R"

PT = 1

440+86.8

3 "T

R"

PT = 1

444+

03.3

7 "

TR"

End T

em

p.

Runaro

und

Station = 1

454+

08.0

6,

Line "

TR"

El. = 4

61.7

5

Grade = 0.15% Grade = -0.58%Grade = 1.14%

Grade = 0.13%

El. = 458.90

VC = 200.00'

PVI Sta. = 1443+50.00PVI Sta. = 1446+75.00

El. = 457.00

VC = 300.00'

PVI Sta. = 1450+50.00

El. = 461.29

VC = 200.00'

Begin T

em

p.

Runaro

und

Station = 1

439+

00.0

0,

Line "

TR"

El. = 4

58.2

2

458.2

458.2

458.2

458.2

457.0

457.2

457.4

455.5

455.4

456.9

458.6

456.2

455.2

456.1

456.3

450.0

453.6

454.4

454.4

456.2

458.1

459.8

460.7

460.5

456.0

458.5

460.6

461.3

461.5

461.6

461.7

458.2

4

458.3

1

458.3

8

458.4

6

458.5

3

458.6

0

458.6

8

458.7

5

458.7

8

458.7

2

458.5

6

458.3

2

458.0

2

457.7

5

457.6

0

457.6

0

457.7

4

458.0

2

458.4

5

459.0

0

459.5

7

460.1

3

460.6

4

461.0

3

461.2

9

461.4

2

461.4

9

461.5

5

461.6

2

461.6

9

461.7

5

1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

MM/DD/YY


INDIANA

LINE "TR"

TEMPORARY RUNAROUNDABC

BCD

PQR

RST

03/2013

04/2013

03/2013

04/2013

Engineer of Record

HORIZONTAL SCALE

1" = 50'

1" = 50'

VERTICAL SCALE

4 31

500

490

480

470

460

420

430

440

450

PE SEAL

R/W, and profile information for the temporary runaround alignment.

Engineering and Construction by providing topo, alignment data,

The purpose of this Temporary Runaround sheet is to facilitate

:PURPOSE

Temporary Runaround

Temporary R/W for

65'

+00

+00

+00

75'

+00

Temporary Runaround

Temporary R/W for

75'

+50

R/W

+50

App.+50

App.

65'

+50

App.

R/W

115'

+00

R/W

App.

App.

1/4 Sec. Line

App. &

115' R/W

CREE

K

110'

+00

R/W110' R/W

VEA

LEConst. Limits

110'

+00

R/W

R/WConst. Limits

App. +81

115'

+00

R/W

App.

1/4 Sec. Line

WASHINGTON TWP., DAVIESS CO.

SECTION 16, T-2-N, R-7-W

65'

+00

65'

+50R/W

App.

Temporary Runaround

Temporary R/W for

+50

+00

55'

+00

55'

+50

App.

Temporary Runaround

Temporary R/W for

+50 +00

Designed for HS-20 Truck Loading

Required Waterway Opening Below Q10 = 197 ft²

Skew = 10° Rt.

Minimum Bridge Length = 66'-0"

Minimum Clear Roadway = 28'-0"

Temporary Bridge Required.2.

X = 55 ft

Workzone Design Speed = 45 mph

Standard Drawings E 713-TCTR-01 through -04 for details.

Paved Temporary Runaround Type A required. See 1.

NOTES

LINE "A" to be constructed.

described from LINE "A"

All R/W and existing topography

Proposed Profile Line "TR"

Existing Grade

+70.7

5

2

+27.0

0

+93.0

0

1

+05.5

0

+14.5

0

+27.0

0

1

+49.2

5

+93.0

0

2

2

2

Temporary Bridge Approach, Rt.

156.25' of W-Beam GR Spa. @ 6'-3"

Temporary Bridge Approach, Lt.

156.25' of W-Beam GR Spa. @ 6'-3"

Temp. Runaround

Const. Limits for

Temp. Runaround

Const. Limits for

Sta. 1454+08.06 "TR"

Sta. 1454+00.00 Line "A" =

Sta. 1454+00 Line "A"

End Temp. RunaroundSta. 1439+00 Line "A"

Begin Temp. Runaround

Sta. 1439+00 Line "TR"

Sta. 1439+00 Line "A" =

+30.73

420

Sheet Piling

Temporary

Sheet Piling

Temporary

SHEET

057-14-000000

9999999

B-99999 9999999

500

430

1:5

4 P

M

3/6/2

014

Plot:

16

16

15

Titles: 12 Pt Text

Labels: 8 Pt Text

Reference Ties Text:

Bridge Approach

Guardrail End Treatment, Type OS, Temporary 2

Temporary Bridge Approach

12.5' W-Beam Guardrail, Posts Spa. @ 6'-3", 1

:NOTES

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Temp Runaround_50_01 wc.dgn

Proposed Grade: 12 Pt Text

(Existing Elevations) (Italics)

Existing Grade: 12 Pt Text

Stations: 18 Pt Text

Elevations: 18 Pt Text

Profile Grid Labels:

18


7

8

8

17


8

14

13

Labels: 12 Pt Text

Callouts: 12 Pt Text

Dimensions: 12 Pt Text

Typ. Plan and Profile Text:

10

10

1

2

2

3 3

3

3

4

4

5

7

8

8

12

11

Section Line18

and County

Township, Range, Civil Township, 17

Sheet Scales16

Temporary Bridge Design Criteria

Notes, Temporary Runaround Type, 15

North Arrow14

Multiple Alignments Shown)

___. Line ___ to be constructed." (If

Note: "All R/W described from Line 13

Identical to Plan and Profile Data.

Alignment Reference Ties, If Not 12

Piling

Temporary Erosion Protection, Sheet 11

Barrier and Guardrail Limits10

Locations

Public Road Approach and Drive 9

Proposed Right of Way 8

Construction Limits 7

Drainage Features 6

(Italics) and Proposed

Elevations Along Alignment: Existing 5

Vertical Alignment and Annotations 4

Station Equations

Begin/End of Temporary Runaround, 3

Needed

Annotations, Including Curve Data as

Horizontal Alignment and 2

Existing Topography and Notes 1

:REQUIRED ELEMENTS

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

420

430

420

430

440

450

460

470

480

490

P.O.T.1436+48.2801454+99.045 38.454 LT.

FLY STATIONP.O.T.1456+45.00 GPS BASE STATION

75'

+00

65'

+50

75'

+50

110'

+00

115'

+00

65'

+00

55'

+00

55'

+50

65'

+50

115'

+00

110'

+00

R/W

R/W

R/W

R/W110' R/W

R/W115' R/W R/W

R/W

R/W

R/W

R/W

VEA

LE

CREE

K

Const. Limits

App.

App.

App.

Const. Limits

Skew 20°, Rt.

Sta. 1446+50, Line "A"

Structure

Const. Limits

Const. Limits

App.

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

1" = 50'

B-99999 9999999

9999999

057-14-000000

5 31

VERTICAL SCALE

1" = 10'

HORIZONTAL SCALE

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

LINE "A"

PLAN AND PROFILE

PE SEAL

App. App.

App.









Proposed Profile Line "A"

(Typ.)

Slope 1:4

CL Bent (Typ.)

2:1 Slope Perp. to

Q100 El. 459.27 w/Geotextiles (Typ.)

18" Revetment Riprap

Bent Backfill (Typ.)

Aggregate for End

Drain Pipe (Typ.)

6" Dia. End Bent

Existing Grade

El. 448.00 (Typ.)

Channel Clearing

Grade of 4-ft Bottom Special Ditch Lt.

(Plotted 10 ft Below Datum)

Grade of 4-ft Bottom Special Ditch Rt.

Grade of 4-ft Bottom Special Ditch Lt.

(Plotted 10 ft Below Datum)

Grade of 4-ft Bottom Special Ditch Rt.

452.82

+50

452.00

+00

448.00

+60.28

453.28

+50

452.40

+00

448.00

+60.28

-0.89%

-0.97%448.00

+39.72

448.00

+39.72

458.00

+00

459.00

+00

458.32

+50

459.55

+50

Req'd. Lt.

Sodded Ditch

Req'd. Rt.

Sodded Ditch

+50

+50

+25

Sodded Ditch Req'd Lt.

Sodded Ditch Req'd. Rt.

+39.7

2+

39.7

2

+00

+50

+2.19%

+2.43%

+0.65%

+1.10%

-1.64%

-1.76%

Milling

Transition

Incidental Construction

Milling

Transition

Incidental Construction

Full-Depth PavementFull-Depth Pavement+50

Paving Exception+00

+00

+50

+39.7

2

+60.2

8

Bridge Railing Lt. +30.0

4

+55.0

4

+80.0

4

+34.2

8

+59.2

8

+46.7

8

Bridge Railing Rt. +53.2

2

+40.7

2

+65.7

2

+19.9

6

+44.9

6

+69.9

6

500

Project Limits

1 1

1 122

2 23

3

4 4

44

and profile information from beginning to end of Project.

and Construction by providing complete topo, alignment data, R/W,

The purpose of the Plan and Profile sheet is to facilitate Engineering

:PURPOSE

LINE "A" to be constructed.

described from LINE "A"

All R/W and existing topography

Temporary Runaround

Temporary R/W for

Temporary Runaround

Temporary R/W for

Temporary Runaround

Temporary R/W for

Temporary Runaround

Temporary R/W for

25

+00

+00

+50

+50

+50

+50

+00

+00+81

App.

App.

187.5' of W-Beam GR Lt.

187.5' of W-Beam GR Rt.

Elev. = 460.8356'

Sta. 1435+80.17 Line "A", 42.22' Lt.

TBM #3 - Bt. Spike in Ne Side of PWP

Elev. = 461.0148'

Sta. 1446+88.34 Line "A", 17.39' Lt.

TBM #2 - X-Cut in NW Wingwall

Elev. = 462.7426'

Sta. 1458+97.42 Line "A", 96.83' Lt.

TBM #1 - Bt. Spike in NE Side of PWP

BENCHMARK INFORMATION:

65'

+00

1/2 Sec. Line

App. &

1/2 Sec. Line

IN PWPBT SPK

POSTOF SIGNNW COR

POSTFENCEN&C IN

POSTFENCEN&C IN

261°80.24

166°

35.18

116°46.33

79°

67.12

LINE "A"

N.O.R.A.

SIGN POSTBRIDGE"

"NARROWW. EDGE OF

PWPMAGNAIL IN

LINE "A"

342°

173.02'

152°

60.54'

183°

60.83'

UP 3'12" ASHN&C IN

8" ASHN&C IN

LOCUSTN&C IN 8"

HACKBERRYN&C IN 18"

LINE "A"

78°

80.56

101°34.25

141°

38.53

177°

69.50

POLELIGHTN&C IN

N COR

S CORSIGN

CHURCHSTONE

TOMBSTONEOF LASHLEY

FOUNDATIONCONCRETE

SE. COR. OF

NORTH

352°

27.10 64°9.

34

102°

60.32

108°

62.90

El. 447.00

Ord. High Water

El. 445.82

Flow Line El. 446.92

Approx. L.W.

Sta. 1439+00

Constr.

Begin Incidental

Sta. 1454+00

End Incidental Construction

Monument Type B Req'd.

Sta. 1452+00 Line "A"

End ProjectMonument Type B Req'd.

Sta. 1441+00 Line "A"

Begin Project

+30.73

El. = 4

58.7

8

Sta. 1441+

00,

Line "

A"

Begin Project

El. = 4

61.4

8

Sta. 1452+

00,

Line "

A"

End Project

SHEET

440

450

460

470

480

490

500

10:4

0 A

M

3/7/2

014

Plot:

Sta. 1445+96.99, 21.72 Lt.

Benchmark Post Req'd.

16

16


Labels: 10 Pt Text

Title Block Text:

Titles: 12 Pt Text

Labels: 8 Pt Text


DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht PlanProfile_50_01 wc.dgn

Guardrail End Treatment, Type OS4

25' of W-Beam Guardrail3

Bridge Railing Transition, Type TFC2

Guardrail Transition, Type TGB1

:NOTES







1

1

2

3

3

4

4

6

6

6

7

8

8

8

8

10

10

11

13

13

14

15

17

18


Text Style: 10 Pt Text (Survey Text)

Labels: 12 Pt Text




1


(Property Owners)

14 Pt Text Text Style:

5

19

Section Line19

and County


Existing Property Owners17

Sheet Scales16

North Arrow15

multiple alignments shown.)

___. Line ___ to be constructed." (If

Note: "All R/W described from Line 14

Alignment Reference Ties13

Permanent Erosion Protection12

Paving Limits11

Barrier and Guardrail Limits10

Locations

Public Road Approach and Drive 9

Proposed Right of Way 8

Construction Limits 7

Drainage Features 6

(Italics) and Proposed

Elevations Along Alignment: Existing 5

Vertical Alignment and Annotations 4

Begin/End of Project 3

Needed

Annotations, Including Curve Data as

Horizontal Alignment and 2

Existing Topography and Notes 1

:REQUIRED ELEMENTS

458.7

8

459.2

4

459.8

0

460.4

6

461.2

2

462.0

9

463.9

9

464.7

3

465.2

8

465.6

5

465.8

3

465.7

4

465.6

4

465.2

7

464.7

1

463.1

9

462.5

6

462.0

7

461.7

2

461.5

1

1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00

463.9

6

461.4

8

463.0

6

458.2

458.2

458.7

458.2

458.3

458.4

459.2

459.6

459.7

459.5

459.6

459.9

460.3

460.5

460.5

460.3

445.8

460.6

460.9

460.9

461.1

461.1

461.2

461.2

461.3

461.3

461.2

461.4

461.5

461.5

461.6

461.7

Bearing = N 36° 25' 44.3" E

1438+

00

1440+

00

1445+

00

1450+

00

1439+

00

1441+

00

1442+

00

1443+

00

1444+

00

1446+

00

1447+

00

1448+

00

1449+

00

1451+

00

1452+

00

1453+

00

1454+

00

Bearing = N 36° 25' 44.3" E

Line "A"SR 57 SR 57 Line "A"(asphalt) (asphalt)

0.00%

El. = 460.00

VC = 300.00'

PVI Sta. = 1442+50.00 PVI Sta. = 1446+50.00

El. = 468.16

VC = 500.00'

PVI Sta. = 1450+50.00

El. = 461.44

VC = 300.00'

Low Point Sta. = 1440+48.40El. = 458.41

0.81%

2.04% -1.68%

MELANIE NORTHCUTT

SCOTT E. &

ROSENCRANS

RICHARD C. & MARY M.

CULTIVATED FIELD(SOYBEANS)

WEEDSTREES & BRUSH

FESTUS ET AL.

ROSEMARY A.

GRUBBS ET AL.

ROSELYN A.

AGNES M. THOMPSON

ROBERT G. &

MARY M. ROSENCRANS

RICHARD C. &

BRUSH & SMALL TREES

WEEDS

6" PLASTIC DAVIESS COUNTY RURAL WATER Underground - water

GRASS

PASTURE

GRASS & CRUSHED STONE


WOODS

CULTIVATED FIELD(SOYBEANS)


CRUSHED STONE

WITH TREES & BRUSH Fence - farm field

CRUSHED STONEBM

1438+11.67 - 41.8 - P

ole - power

1440+40.69 - 41.4 - P

ole - power

1442+68.22 - 42.3 - P

ole - power

1444+99.12 - 43.5 - P

ole - power

1447+46.14 - 44.3 - P

ole - power

1438+27.31 - 122.2 - M

etal to

wer

1438+06.29 - 125.9 - M

etal to

wer

1444+71.54 - 15.2 - W

AR

NIN

G - Sign - single post

1448+21.01 - 15.2 - W

AR

NIN

G - Sign - single post

1445+02.73 - 38.8 - P

ole - telephone

1448+00.10 - 39.5 - P

ole - telephone

1438+27.67 - 41.9 - F

L 24" C

MP

1438+52.44 - 37.9 - F

L 24" C

MP

1441+86.06 - 36.0 - F

L 15" BIP

1442+26.28 - 37.4 - F

L 15" BIP

NW WIN

GW

ALL O

F

1446+88.34 - 17.4 - T

BM #2 X-C

UT IN

- single post

1444+67.90 - 15.0 - W

AR

NIN

G - Sign

Sign - double post

NO P

ASSIN

G Z

ON

E -

1439+07.36 - 25.0 -

1449+74.84 - 44.4 - P

ole - power

1452+05.92 - 45.7 - P

ole - power

1454+39.23 - 47.5 - P

ole - power

POIN

T #176(I-6

9 P

ROP

OSE

D)

1448+63.15 - 8.9 - A

ERIA

L P

AN

EL

LT - Bench m

ark

ST

ATIO

N 1446+88.34 17.39'

ELE

VATIO

N= 461.0148'

BRID

GE O

VE

R V

EALE C

REE

K

- single post

1448+23.51 - 15.8 - W

AR

NIN

G - Sign

- Sign - single post

- N

AR

RO

W B

RID

GE 45 M

PH

1454+40.02 - 25.7

Sign - single post

1448+80.25 - 14.2 - MIL

E M

AR

KE

R 46 -

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY


INDIANA

B-99999 9999999

9999999

057-14-000000

6 31ABC MM/YYYY PQR MM/YYYY

BCD MM/YYYY RST MM/YYYY

Engineer of Record

PE SEALSHEET

LINE "A"

SIGNING AND PAVEMENT MARKING

1" = 50'

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Signs Pvmt Markings_30_01 wc.dgn

and pavement markings required.

The purpose of this drawing is to show permanent signing

:PURPOSE

2

2

2

2

Sta. 1448+80

BRM (46) (12" x 6")

Bridge Ref. Marker

Sta. 1448+80

BRM (46) (12" x 6")

Bridge Ref. Marker

Sta. 1439+07

W14-3 (40" x 40" x 30")

NO PASSING ZONE

Sta. 1445+41

BRM (+94) (12" x 4")

BRM (45) (12" x 6")

Bridge Ref. Marker

Sta. 1447+59

BRM (+94) (12" x 4")

BRM (45) (12" x 6")

Bridge Ref. Marker1

1

1

10

10

10

10

11

11

Line, thermoplastic, solid, yellow, 4"11

Line, thermoplastic, solid, white, 4"10

supports.

Remove existing sign and do not reinstall new sign or 2

new sign at same location.

Remove existing sign and supports and replace with 1

LEGEND

Sta. 1441+00 Line "A"

Begin ProjectSta. 1452+00 Line "A"

End Project

Sta. 1454+00

End Incidental ConstructionSta. 1439+00

Begin Incidental Construction

Line "A"

SR 57SR 57

Line "A"

3:2

8 P

M

3/6/2

014

Plot:


Legend 9

Pavement Marking Summary 8

separate sheet if large)

Sign and Post Summary Table (on 7

Pavement Markings and Callouts 6

Sign Callouts 5

Sheet Scale 4

North Arrow 3

Begin/End of Project 2

Horizontal Alignment 1

:REQUIRED ELEMENTS

10


Labels: 10 Pt Text

Title Block Text:

9

6

5

2

1

2

8

7 7

4

3



Labels: 12 Pt Text



Typ. Plan Text:


Table Title: Text Height = 0.25"

Typ. Table:

1440+

00

1445+

00

1450+

00

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

7 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

SOIL BORINGS

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Borings TB_03 wc.dgn

the type of foundation and its associated allowable loads.

plotted in the structure area. This drawing is used in determining

The purpose of this Soil Borings sheet is to show the test borings

:PURPOSE

140-lb weight falling 30".

" I.D, 1" O.D. Split-Spoon Sampler 6" by means of a 831

N indicates the number of blows required to drive a 1.

NOTE

33

131.6

SS-1

SS-2

SS-3

SS-4

SS-5

SS-6

0.5

4.0

12.0

18.5

18 14

3

3

4

2

2

2

3

4

4

3

3

3

2

2

3

2

2

4

100

83

100

100

100

100

460.4

456.9

448.9

442.4

18.7

23.5

23.6

20.4

27.5

24.7

7

4

8

6

5

6

2.361@

5.4%

ASPHALT CONCRETE (6") (Visual)

Brown and Gray, Moist, Medium Stiff to Soft,SILTY LOAM with Traces of Gravel (FILL)A-6, As Lab 1

Gray, Moist, Soft to Medium Stiff, SILTA-4, As Lab 2

Brown and Gray, Moist, Soft, SILTY LOAMA-6, As Lab 4

Gray, Moist, Medium Stiff, SILT with Wet SandSeam at 22 feetA-4, As Lab 2

ELEVATION

STATION

OFFSET

LINE

DEPTH

BORING METHOD

RIG TYPE

CASING DIA.

CORE SIZE

10-13-10

10-13-10

10050039IND

69.0 feet Caved in at

:

:

:

:

:

:

:

hours24

:

:

:

:

:

HAMMER

DRILLER

TEMPERATURE

WEATHER

ROUTE NO.

LOCATION

DES NO.

:

:

:

:

:

:

:

COUNTY

PROJECT NO.

DATE STARTED

DATE COMPLETED

CTL PROJECT NO

GROUNDWATER:

SR 57

SR 57 over Veale Creek, located 1.97 miles South of US 50

9999999

:

:

:

:

:

:

:

HSA

CME-550 ATV

3.25" I.D.

2" NQ

BORING Automatic

ED

Cloudy

After15.8 feet 22.0 feetEncountered at 23.0 feetAt completion

Daviess

9999999

460.9

1447+13

5.0 feet Lt

'A'

82.0 feet

Stratu

m

Ele

vation

Sa

mple

Nu

mber

Stratu

m

Depth

SPT p

er 12"

(

N)

Recovery

(%

)

SPT p

er 6"

SOIL/MATERIAL DESCRIPTION

Sa

mple

Depth

Unconfined

Co

mpressio

n

(ksf)

Moisture

Conte

nt (%

)

AtterbergLimits

PILLTotal

Unit

Weig

ht (p

cf)

PL

SS

ST

CR

BS

AC

Split Spoon Sample

Shelby Tube Sample

Rock Core Sample

Bag Sample

Auger Cuttings

-

-

-

-

-

Hand Penetrometer

Liquid Limit

Plastic Limit

Plasticity Index

Standard

Penetration Test

-

-

-

-

-

-

SAMPLING METHOD

HSA

SFA

RC

MD

WD

HA

ABBREVIATIONS

BORING NO.

SHEET OF1

*

LL

PL

PI

SPT

BORING METHOD

:

:

TEST BORING RECORD

Hollow Stem Auger

Solid Flight Auger

Rock Coring

Mud Drilling

Wash Drilling

Hand Auger

4

Indiana Department of Transportation

Bridge Replacement Str. No.: 057-14-000000

-

-

-

-

-

:

:

CLIENT

PROJECT

TB- 3

Continued on next page

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

INDOT_TEST BORING RECORD 10050039IND.GPJ INDOT_4.GDT

23

133.5

132.9

SS-7

SS-8

SS-9

SS-10

SS-11

22.0

15 7

Recovery

(%

)

SPT p

er 6"


Sa

mple

Depth

Unconfined

Co

mpressio

n

(ksf)

Moisture

Conte

nt (%

)

AtterbergLimits

PILLTotal

Unit

Weig

ht (p

cf)

PL

SS

ST

CR

BS

AC

Split Spoon Sample

Shelby Tube Sample

Rock Core Sample

Bag Sample

Auger Cuttings

-

-

-

-

-

Hand Penetrometer

Liquid Limit

Plastic Limit

Plasticity Index

Standard

Penetration Test

-

-

-

-

-

-

SAMPLING METHOD

HSA

SFA

RC

MD

WD

HA

ABBREVIATIONS

BORING NO.

SHEET OF2

*

LL

PL

PI

SPT

BORING METHOD

:

:

TEST BORING RECORD

Hollow Stem Auger

Solid Flight Auger

Rock Coring

Mud Drilling

Wash Drilling

Hand Auger

4



-

-

-

-

-

:

:

CLIENT

PROJECT

TB- 3


22.5

25.0

27.5

30.0

32.5

35.0

37.5

40.0

42.5

45.0


4

5

7

4

6

8

5

7

9

4

8

11

5

9

12

100

67

100

100

100

438.9

19.2

17.5

17.2

17.7

19.8

12

14

16

19

21

5.942@

15.0%

5.720@

15.0%

Gray, Moist, Medium Stiff, SILT with Wet SandSeam at 22 feetA-4, As Lab 2

Gray, Moist, Stiff to Very Stiff, LOAM withTraces of Gravel; Traces of Coal Fragments at30 feet and 38.5 feet (TILL)A-4 (3), Lab 5

Stratu

m

Ele

vation

Sa

mple

Nu

mber

Stratu

m

Depth

SPT p

er 12"

(

N)

132.7

SS-12

SS-13

SS-14

SS-15

SS-16

52.0

69.0

Stratu

m

Ele

vation

7

11

13

7

9

11

8

14

18

16

25

34

12

17

22

100

100

22

11

83

408.9

391.9

19.4

23.1

20.8

24

20

32

59

39

3.243@

15.0%

Gray, Moist, Stiff to Very Stiff, LOAM withTraces of Gravel; Traces of Coal Fragments at30 feet and 38.5 feet (TILL)A-4 (3), Lab 5

Gray, Moist, Very Stiff to Hard, SILT withTraces of Cobbles and BouldersA-4, As Lab 2

Brown and Gray, Decomposed, Very Soft,SHALE (Visual)

Sa

mple

Nu

mber

Stratu

m

Depth

SPT p

er 12"

(

N)

Recovery

(%

)

SPT p

er 6"


Sa

mple

Depth

Unconfined

Co

mpressio

n

(ksf)

Moisture

Conte

nt (%

)

AtterbergLimits

PILLTotal

Unit

Weig

ht (p

cf)

PL

SS

ST

CR

BS

AC

Split Spoon Sample

Shelby Tube Sample

Rock Core Sample

Bag Sample

Auger Cuttings

-

-

-

-

-

Hand Penetrometer

Liquid Limit

Plastic Limit

Plasticity Index

Standard

Penetration Test

-

-

-

-

-

-

SAMPLING METHOD

HSA

SFA

RC

MD

WD

HA

ABBREVIATIONS

BORING NO.

SHEET OF3

*

LL

PL

PI

SPT

BORING METHOD

:

:

TEST BORING RECORD

Hollow Stem Auger

Solid Flight Auger

Rock Coring

Mud Drilling

Wash Drilling

Hand Auger

4



-

-

-

-

-

:

:

CLIENT

PROJECT

TB- 3


47.5

50.0

52.5

55.0

57.5

60.0

62.5

65.0

67.5

70.0


SS-17

RC-1RQD=60%

73.0

77.0

79.0

82.0

30

50/5"100

72

387.9

383.9

381.9

378.9

Brown and Gray, Decomposed, Very Soft,SHALE (Visual)

Gray, Highly Weathered, Soft, SHALE withTraces of Coal (Visual)

Gray, Highly Weathered, Soft, SHALE

Gray, Moderately Weathered, Hard,LIMESTONE

Bottom of Boring at 82.0 feet

Two attempts on SS-14 and SS-15 due to lowsoil recovery.

Boring backfilled with soil cuttings.

Pavement restored with concrete patch.

Stratu

m

Ele

vation

Sa

mple

Nu

mber

Stratu

m

Depth

SPT p

er 12"

(

N)

Recovery

(%

)

SPT p

er 6"


Sa

mple

Depth

Unconfined

Co

mpressio

n

(ksf)

Moisture

Conte

nt (%

)

AtterbergLimits

PILLTotal

Unit

Weig

ht (p

cf)

PL

SS

ST

CR

BS

AC

Split Spoon Sample

Shelby Tube Sample

Rock Core Sample

Bag Sample

Auger Cuttings

-

-

-

-

-

Hand Penetrometer

Liquid Limit

Plastic Limit

Plasticity Index

Standard

Penetration Test

-

-

-

-

-

-

SAMPLING METHOD

HSA

SFA

RC

MD

WD

HA

ABBREVIATIONS

BORING NO.

SHEET OF4

*

LL

PL

PI

SPT

BORING METHOD

:

:

TEST BORING RECORD

Hollow Stem Auger

Solid Flight Auger

Rock Coring

Mud Drilling

Wash Drilling

Hand Auger

4



-

-

-

-

-

:

:

CLIENT

PROJECT

TB- 3

72.5

75.0

77.5

80.0

82.5

85.0

87.5

90.0

92.5

95.0


SHEET

3:5

8 P

M

2/2

8/2

014

Plot:

1446+

00

1447+

00

1445+87, 5.0' Rt.

TB - 1

Line "A"

N 36° 25' 44.3" E

SR 57

1446+60, 20.0' Lt.

TB - 2

1447+13, 5.0' Lt.

TB - 3

" = 1'-0"161Scale:

BORING PLAN


Labels: 10 Pt Text

Title Block Text:

4

5

2

3

1

2


Notes 4

Geotechnical Testing

Table of Pile Loading for

Soil and Foundation Design Data, 3

Boring Plan and North Arrow 2

Boring Logs (Bridge Borings Only) 1

:REQUIRED ELEMENTS

in a full set of plans.

shown in this sample, but would be included

Note: Reports for TB - 1 and TB - 2 are not

Text in Table: 10 Pt Text Min.

Typ. Test Boring Record:

Text Callouts: 12 Pt Text


Section Title, Stations: 18 Pt Text

Typ. Boring Plan:


Table Title: 18 Pt Text

Typ. Table:

420

490

480

470

460

450

440

430

420

+12.0

6

+87.9

4

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

1" = 30'

B-99999 9999999

9999999

057-14-000000

8 31

VERTICAL SCALE

1" = 10'

HORIZONTAL SCALE

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

owners, as well as hydraulic data and earthwork estimates.

details in relationship to the existing topography, and property

The purpose of the Layout sheet is to show the bridge construction

:PURPOSE

DAVIESS COUNTY

SR 57 OVER VEALE CREEK

39'-4" CLEAR ROADWAY; 20° SKEW RT.

3 SPANS: 38'-0", 46'-0", 38'-0"

PRESTRESSED CONCRETE I-BEAM TYPE II BRIDGE

Existing Riprap6" Ø End Bent Drain

Structure #2

R/WR/W

R/WR/W

110' R/W

115' R/W

VEALE

CR

EE

K





App.

App.

Existing Riprap

Constr. Limits

Constr. LimitsConstr. Limits

Constr. Limits

App.

App.

6" Ø End Bent Drain

Structure #3

110'

+00

110'

+00

115'

+00

115'

+00

Structure Limits

Slope 1:4 (Typ.)

Skew: 20° Rt.

Sta. 1446+50.00 Line "A"

Structure

Low Str. El. 461.38

LAYOUT

Common Excavation.

No direct payment for Benching. Benching will not be paid for as

cys1908Benching (Estimated)

cys 97Excavation Unclassified

cys 340Total Waterway Excavation

cys3380Borrow

cys 68Surplus Foundation Excavation (70%)

cys 238Usable Waterway Excavation (70%)

cys5952Common Excavation

cys9638Fill + 20%

EARTHWORK TABULATION

459 sys Geotextile

302 tons Revetment Riprap on

Hatched Area:466 sys Geotextile


Hatched Area:

36 sys Geotextile


Riprap Drainage Turnout

Toe of Slope (Typ.)

27 sys Geotextile



39 sys Geotextile



40 sys Geotextile



1/2 Sec. Line

App. &

1/2 Sec. Line

430

490

480

470

460

450

440

Bent (Typ.)

2:1 Slope Perp. to

El. 448.00 (Typ.)

Channel Clearing

Drain Pipe (Typ.)

6" Ø End Bent

on Geotextile (Typ.)


Line "A"

Proposed Profile Grade,

El. 447.00

Ord. High Water

El. 446.92

Approx. L. W.

El. 445.82

Flow Line

Q100 El. 459.27

ft457.11Existing Low Structure Elev.

ft461.27Low Structure Elev.

ft 0.15Existing Backwater

sq ft889.71Existing Waterway Opening

ft 0.13Backwater at Q100

ft429.38Estimated Scour Elev.

ft459.27Q100 Elev.

ft/s 3.43Velocity

cfs 3000Design Discharge, Q100

sq mi 20.9Drainage Area

sq ft967.00Waterway Opening Provided

sq ft926.62Waterway Opening Required

HYDRAULIC DATA

ft 429.38=Low Scour Elev.

ft 16.44=Scour Depth (Total)

ft 7.86=Scour Depth (Contraction)

ft/sec 5.03=Velocity at Q500

ft 462.12=Q500 Elev.

cfs 5000.0=Q500 Discharge

ft 435.54=Low Scour Elev.

ft 10.28=Scour Depth (Total)

ft 4.42=Scour Depth (Contraction)

ft/sec 5.59=Velocity at Q100

ft 459.27=Q100 Elev.

cfs 3000.0=Q100 Discharge

HYDRAULIC SCOUR DATA

on 38 sys Geotextile

Bent Backfill 20.1 cys

Aggregate for End

on 38 sys Geotextile

Bent Backfill 20.1 cys

Aggregate for End

500

SHEET

ofC1 C14

DRAWING

4:2

8 P

M

3/4/2

014

Plot:

Existing structure to be removed.

clear roadway reinforced concrete deck with wingwalls.

steel-pony truss bridge built in 1938 with an 84' span and 24'

The existing structure (57-14-12345) is a single span

EXISTING STRUCTURE

2

2


Labels: 10 Pt Text

Title Block Text:

Titles: 12 Pt Text

Labels: 8 Pt Text


1

every plan, if possible.

upper right hand corner of

North Arrow to be shown in

Notes Body: 12 Pt Text

Section Headings: 14 Pt Text

Titles: 18 Pt Text

Typ. All Notes Blocks:

17


15

16

16

16

12

9

10

6

18

with Labels at 5'

Existing Contours at 1'18

- County

- Route/Crossing

- Clear Roadway Width

- Skew

- Span Lengths

- No. of Spans

- Superstructure Type

Project Title17

and Earthwork Tabulation

Hydraulic Data, Hydraulic Scour Data, 16

Indication of Existing Structure15

Elevations (Existing and Proposed)14

Stations (on profile grid)13

Limits

Begin and End Stations for Structure 12

Profile Grade Data11

and County


Property Owners 9

Temporary Runaround (if applicable) 8

Existing Property Lines 7

Skew Angle 6

Existing Topography 5

Profile Sheet

Not Identical to Data on Plan &

Reference Points, Alignment Ties, If 4

Line Designation 3

Sheet Scales 2

North Arrow 1

:REQUIRED ELEMENTS

4

Labels: 12 Pt Text




14



(Property Owners)

14 Pt Text Text Style:







1445+

00

1450+

00

Line "A"

Bearing = N 36° 25' 44.3" E

SR 57

2.04%-1.68%

VC = 500.00'

Elev. = 468.16

PVI Sta. = 1446+50.00

459.6

459.6

460.0

460.4

460.6

460.5

460.4

445.8

460.6

461.0

461.0

461.1

461.2

461.2

461.2

461.2

2

462.0

9

463.9

9

464.7

3

465.2

8

465.6

5

465.8

3

465.7

4

465.6

4

465.2

7

464.7

1

463.1

9

462.5

6

1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00

463.0

6

463.9

6

445

445

450

450

450

450

450

455 455 455 455

455455455 455455

455

455455 455

455455

460460460460

460 460 460 460

460460

460 460

460

ROSENCRANS

RICHARD C. & MARY M.

FESTUS ET AL.

ROSEMARY A.

AGNES M. THOMPSON

ROBERT G. &

MARY M. ROSENCRANS

RICHARD C. &

Integral Integral

+2.04% -1.68%

Semi Fixed Semi Fixed2:1 Slope Perpendicular to Bent (Typ.)

PIER NO. 2 PIER NO. 3

Transition Type TFC (Typ.)

Concrete Bridge Railing

Type TGB (Typ.)

Guardrail Transition

Key (Typ.)

Revetment Riprap El. 448.00

Channel Clearing

El. 439.83

Bott. FootingEl. 439.94

Bott. Footing

on Geotextile (Typ.)


Existing Ground

Q100 El. 459.27

Low Str. El. 461.38

Berm El. 460.77

Ord. High Water Elev. 447.00

Flow Line El. 445.82

Approx. L.W. El. 446.92

Bridge Railing Type FC (Typ.)

Existing Ground

Berm El. 460.80

2'-0"

2'-0"

Estimated Pile Tip El. 378.0

Nominal Driving Resistance

w/Pile Shoes Driven to 465 Kips

HP 12 x 53 Steel H-Piles

(Typ. at Pier)

Min. Pile Tip for Scour El. 419.38



to 552 Kips

HP 12 x 74 w/Pile Shoes Driven



w/Pile Shoes Driven to 390 Kips

HP 12 x 53 Steel H-Piles

STRUCTURE TO BE BUILT ON A 500' VERTICAL CURVE

END BENT NO. 1 END BENT NO. 4

" = 1'-0"81Scale:

ELEVATION

El. 381.9

Top of Rock

El. 382.8

Top of Rock

El. 382.8

Top of Rock

El. 381.9

Top of Rock

N 36° 25' 44.3" E SR 57Line "A" & Structure

(Typ.) All Four Corners


P.G. El. 465.80

Sta. 1447+11.00, Line "A"

Bent No. 4

P.G. El. 465.85

Sta. 1446+73.00, Line "A"

Pier No. 3

Sta. 1446+50.00, Line "A"

Structure

P.G. El. 465.77

Sta. 1446+27.00, Line "A"

Pier No. 2

P.G. El. 465.58

Sta. 1445+89.00, Line "A"

Bent No. 1

Structure

Coping (Typ.) Pier No. 2 Brg. & Bent. No. 1

Skew: 20° Rt.

WING A

WING B

WING C

WING D

Pier No. 3

Pier Cap (Typ.)

3'-6"

Ledge (Typ.)

6" Pvmt.

Bent Cap (Typ.)

3'-0"

(Typ.)

3'-0" Berm

20'-6" R.C. Bridge Approach

Shoulder

7'-8"

Shoulder

7'-8"

Lane

12'-0"

Lane

12'-0"

Span A

38'-0" Bent to Pier

Span C

38'-0" Pier to Bent

Span B

46'-0" Pier to Pier

" Out to Out Bridge Slab21124'-1

42'-4"

Out to O

ut

Copin

g

39'-4"

Clear

Road

way

1'-6"

1'-6"

20'-6" R.C. Bridge Approach

8'-0" 4'-0"

3'-0"

Sod (Typ.)

Bent. No. 4

Brg. &

2'-0"

See Layout sheet.

Toe of Fill Slope (Typ.)

locations and quantities.

See Layout sheet for

Riprap (Typ.)

Limits of Revetment

Type I-A Joint (Typ.)Sta. 1445+60.28, Line "A"

Sta. 1447+39.73, "A"

" = 1'-0"81Scale:

PLAN

Bronze Benchmark

Slope 2%Slope 2%8" Deck

"16

15

Type FC (Typ.)

Bridge Railing

& Line "A"

Structure

Roadway,

Profile Grade

1'-6"

Shoulder

7'-8"

Traffic Lane

12'-0"

Traffic Lane

12'-0"

Shoulder

7'-8"

1'-6"

42'-4" Out to Out Coping

39'-4" Clear Roadway

2'-6"4 Spa. @ 9'-4 = 37'-4" (Beam Spacing)2'-6"

(Typ.)

6"

Type II (Typ.)

AASHTO I-Beam


Drip Bead (Typ.)

3/4" Ø Half Round

9"

Seal (Typ.)

Limits of Surface

" = 1'-0"41Scale:

TYPICAL SECTION

4'-0"4'-0"

1'-0"

Riprap

18" Revetment Geotextile

TYPICAL SECTION

RIPRAP DRAINAGE TURNOUT

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY


INDIANA AS NOTED

B-99999 9999999

9999999

057-14-000000

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

DAVIESS COUNTY

SR 57 OVER VEALE CREEK

39'-4" CLEAR ROADWAY; 20° SKEW RT.

3 SPANS: 38'-0", 46'-0", 38'-0"

PRESTRESSED CONCRETE I-BEAM TYPE II BRIDGE

information to proceed with the final detail drawings.

The purpose of the General Plan is to show necessary

:PURPOSE

GENERAL PLAN

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht General Plan wc.dgn

which shall be 4", and 2" in all other parts, unless noted.

in bottom of floor slab, 3" in footings, except bottom steel

Reinforcing steel cover shall be 2 1/2" in top and 1" minimum

GENERAL NOTES

SHEET

of

DRAWING NO.

Class DSeismic Soil Profile Type

0.126Acceleration Coefficient

Zone 2Seismic Performance Zone

SEISMIC DESIGN DATA

with LRFD 3.8.1.

Designed for 70 mph horizontal wind loading in accordance

WIND LOAD

4500 lb distributed over 10 ft along the coping.

FINISHING-MACHINE LOAD

with the finishing machine.

the face of coping over a 30-ft length of the deck centered

and 75 lb/ft vertical force applied at a distance of 6 in. outside

Designed for 20 lb/ft² extending 2 ft past the edge of coping

CONSTRUCTION LIVE LOAD

forms, removable deck forms, and 2-ft exterior walkway.

Designed for 15 lb/ft² for permanent metal stay-in-place deck

DECK FALSEWORK LOADS

and web.

be braced against the intersection of the girder bottom flange

coping form. The bottom overhang brackets were assumed to

assumed to be located 6 in. past the edge of the vertical

vertical coping form. The top overhang brackets were

machine was assumed to be supported 6 in. outside the

deck overhang past the edge of the exterior girder. Finishing

Cantilever overhang brackets were assumed for support of the

and overturning using the construction loads shown below.

The exterior girder has been checked for strength, deflection,

CONSTRUCTION LOADING

= 60,000 psiyf′Grade 60

REINFORCING STEEL

= 3500 psicf′Class A

= 3000 psicf′Class B

= 4000 psi cf′Class C

CONCRETE

DESIGN STRESSES

wearing surface.

Designed with a 7 1/2" structural depth plus 1/2" sacrificial

FLOOR SLAB

15 lb/ft² for permanent metal deck forms.

Actual weight plus 35 lb/ft² for future wearing surface and

DEAD LOAD

through 2013.

Bridge Design Specifications, Sixth Edition, 2012 and interims

esigned for HL-93 loading, in accordance with AASHTO LRFD D

DESIGN DATA

11:3

6 A

M

3/7/2

014

Plot:

319C2 C14

SPAN A SPAN B SPAN C

Face of Railing


Railroad Crossing

Clearance in Plan View for Street or

Horizontal) and Point of Mininum

- Min. Clearance (Vertical and

Waterway Crossing

- Low Structure Elevation for

Clearances10

Line Designation 9

- County

- Route/Crossing

- Clear Roadway Width

- Skew

- Span Lengths

- No. of Spans

- Superstructure Type

Title 8

Construction Loading Data 7

Design Data 6

General Notes 5

Structure

Section Perpendicular to CL of 4

- Low Structure El.

- Substructure Fixity

- Pile Size and Type

Elevation 3

- Lane/Shoulder Configuration

Plan 2

North Arrow 1

:REQUIRED ELEMENTS

11


Labels: 10 Pt Text

Title Block Text:

1

2

2

3

4

6

8

9

10




Typ. All Sections:



Titles: 18 Pt Text



substructure unit.

shown as required at each

Size and type of pile to be

final detail drawings.

necessary infromation for

Transverse section to show

7


5

every plan view, if possible.

upper right hand corner of

North Arrow to be shown in

be shown at each bent.

Profile Grade Elevation to

Bent No., Station, and

"2145'-0

"4122'-6

9'-4" B

eam &

Pile Sp

acing (Ty

p.)

"4122'-6

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

10 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht End Bent No 1 and 4_01 wc.dgn

END BENT NO. 1 AND NO. 4 DETAILS

Bent N

o. 4

construction of end bent(s).

dimensions, reinforcement and pertinent information necessary for

The purpose of this End Bent Details sheet is to show physical

:PURPOSE

Bent N

o. 1

ofC3

SHEET

C14

E 211-BFIL-04.

For Backfill Placement, see Standard Drawing 6.

Concrete Class C is billed with the superstructure.5.

in the wing is billed with the end bent.

All reinforcement extending below pavement ledge and 4.

All reinforcing bars in end bents shall be epoxy-coated.3.

E 703-BRST-01.

For Reinforcing Bar Notes, see Standard Drawing 2.

Drawing C4.

For Section A-A, Section B-B, and Section C-C, see 1.

NOTES

DRAWING

8:2

2 A

M

3/5/2

014

Plot:

" = 1'-0"83Scale:

PLAN

"431'-0

"431'-0

20°0'0" Rt. Skew

8'-0

"

1'-0"

2'-6"

42'-4" Out-to-Out Coping

1'-0"

Beam #1 Beam #2 Beam #3 Beam #4

End Bent

C

C

801

Beam #5

6"

Wingwall C for End Bent No. 4

Wingwall A for End Bent No. 1

802

"41

5'-1

0

"43

2'-1

7"

3"7"

2'-6"

402, 60

1, 603

401, 601 401, 601

401, 602 401, 602 401, 602

401, 601

401, 602

401, 601

401, 602

401, 601402, 60

1, 603

" = 1'-0"83Scale:

ELEVATION

REAR FACE REINFORCINGFRONT FACE REINFORCING

2 - 6022 - 602

2 - 602

601

401

401

2 - #6 x 8'-11"

10"

1'-7"

10"

10"

10"

10"

10"

10"

1'-7"

1'-7"

1'-7" 10" 1'-7"

2 - #6 x 8'-11"

10 Spa. @ 10" Max. = 6'-8"

10 Spa. @ 10" Max. = 6'-8"

10 Spa. @ 10" Max. = 6'-8"

10 Spa. @ 10" Max. = 6'-8"

A

A

B

Bent No. 4 El. 465.41

Bent No. 1 El. 465.22

Bent No. 4 El. 465.37

Bent No. 1 El. 465.22

Bent No. 4 El. 459.56

Bent No. 1 El. 459.32

402

402

(Typ.)

603

7"7" 3"7"7"

3"

802

5 E

q. Spa. = 4'-5"

(Typ. Ea. Exterior Beam)

2 - #6 x 5'-0"

601, 602

Spa. for 401, 402,

603

51 Spa. @ 10" Max. = 42'-6"

20 - 601

Bent No. 1

Bent No. 4

TOP OF PILE ELEVATIONS

1 2 3 4 5

461.39

461.54 461.74

461.58

461.94

461.72

461.76

461.51

461.58

461.308'-0

"

Line "A"

Rdwy., Str., &

603

3'-0"

1'-6"

1'-6"

& Piles

Bent, Bearing,

HP 12 x 53 Piles

"434 Spa. @ 9'-11 1/4" = 39'-8

"41

3'-2

"21

6'-1

1

"21

1'-0

Wingwall D for End Bent No. 4

Wingwall B for End Bent No. 1

(Typ.)

1'-6"

3'-10" Min. Lap

B

(5 Total)

403 Spiral (Typ.)

Bent No. 4 El. 465.81

Bent No. 1 El. 465.59P.G.

Steel H-Piles

5 - HP 12 x 53

(2 Top, 1 Mid, 2 Bot)

5 - #7 x 22'-2"

3 - #7 x 8'-3"

(Typ. Ea. Interior Beam)

2 - #6 x 5'-4" 3 - #7 x 8'-3"

#7 x 1'-6" #7 x 1'-6" #7 x 1'-6"

3 - 402

3 - 402

28 - 603

23 - 401

23 - 401

2 Bot)

(2 Top, 1 Mid,

5 - #7 x 22'-2"

2 - 602 2 - 602

3 - #7 x 22'-2"6 - 802

801

5 E

q. Spa. = 4'-4"

3"

3"

3"


Labels: 10 Pt Text

Title Block Text:

6

7

2

5Table Data: 12 Pt Text


Typ. Table:

1

3


Notes 6

Attachment)

Beam Seat Elevations (Method B

(Method A Attachment) or Table of

Table of Top of Pile Elevations 5

Sections as Necessary 4

Elevation Showing Reinforcing 3

North Arrow 2

Footing Plan

Piling Plan

End Bent Plan

Plan 1

:REQUIRED ELEMENTS6 - 801




Typ. All Views and Sections:

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

11 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht End Bent No 1 and 4_02 wc.dgn

bent(s).

details necessary for construction and Bill of Materials for end

The purpose of this End Bent Details sheet is to show additional

:PURPOSE

END BENT NO. 1 AND NO. 4 DETAILSofC4

SHEET

C14

E 211-BFIL-04.

For Backfill Placement, see Standard Drawing 7.

For Pavement Ledge Details, see Drawing C14.6.

Concrete Class C is billed with the superstructure.5.

in the wing is billed with the end bent.

All reinforcement extending below pavement ledge and 4.

All reinforcing bars in end bents shall be epoxy-coated.3.

E 703-BRST-01.


A-A, Section B-B, and Section C-C, see Drawing C3.

For End Bent Plan and Elevation, locations of Section 1.

NOTES

DRAWING

4:3

1 P

M

3/4/2

014

Plot:

8"

2'-8"

4'-3"

1'-0"

2'-8"

5'-3"

1'-0"

1'-0"

4'-3"

2'-8"

1'-10"

9"

1'-10"

"211'-10

"2

12

1'-9"

1'-3" 2'-7"

3'-5"

2'-1

0"

2'-4"

"432'-1

"2

19

"2

1

2'-3

2'-8"

2'-1

0"

2'-4"

"432'-2

"4

39

"2

1

2'-4

2'-8"

2'-8"

8"

2'-10" 90°

90°

" = 1'-0"43Scale:

SECTION A-A

8"

1'-0"

1'-2"

"2

14'-9

1'-6" 1'-6"

3'-0"

1'-0"

1'-0"

Type I-A Joint

603

601

401

2"

6" (Typ.)

10"

10"

3" (Typ.)

#7 x 22'-2"6"

Polystyrene

" x 2" Expanded21

Construction Joint

Optional Type A

" Chamfer21" x 12

11

6"

Geotextile

Drain Pipe

6" Ø End Bent

End Bent Backfill

Aggregate for

4

1

1'-6"

Dense Graded Subbase

Threaded Tie-Bar Assy @ 2'-0"

#5 x 6'-0" Epoxy Coated

Between Beams

#6 x 8'-11"

#7 x 22'-2" (Typ.)

Between Beams

#7 x 8'-3"

(Typ.)

2" Cl.

" = 1'-0"43Scale:

SECTION B-B

8"

1'-0"

1'-2"

"2

14'-9

1'-6" 1'-6"

3'-0"

1'-0"

1'-0"

Type I-A Joint

603

401

HP 12 x 53 Steel H-Pile

2"

10"

10"

3" (Typ.)

#7 x 22'-2"6"

602

4"

Polystyrene

" x 2" Expanded21

Construction Joint

Optional Type A 402 Spiral

6"

End Bent Backfill

Aggregate for

Dense Graded Subbase

4

1

Geotextile

Drain Pipe

6" Ø End Bent

1'-6"

Strand

Prestressing

Extended

Concrete B

ea

m

Type II

Pre

cast

Threaded Tie-Bar Assy @ 2'-0"

#5 x 6'-0" Epoxy Coated

" Min. Fillet

43

(Typ.)

2" Cl.

#7 x 1'-6"

Beam

#6 x 5'-4" Through

#7 x 22'-2" (Typ.)

" = 1'-0"43Scale:

SECTION C-C

#6 x 7'-8" (Typ.)

(Typ.)

2" (Min.)

1'-0" 3"

3" (Win

g D)

" (Win

g C)

21

73" (Win

g B)

" (Win

g A)

21

7

Construction Joint

Optional Type A

5 S

pa.

@ 1

1"

#6 x 5'-5"

" = 1'-0"83Scale:

WING A & WING C ELEVATION

5'-9

¾" (Win

g C)

5'-10" (Win

g A)

5 S

pa.

@ 1

1"

3" (Win

g C)

" (Win

g A)

21

7

3"

"218 Spa. @ 11

8'-0"(Typ.)

2" (Min.)

Wing C El. 465.35

Wing A El. 465.12

(7 Ea. Fa.)

14 - #6 x 7'-8"

Wing C El. 459.561

Wing A El. 459.317

Construction Joint

Optional Type A

" = 1'-0"83Scale:

WING B & WING D ELEVATION

(Typ.)

2" (Min.)

Wing D El. 465.39

Wing B El. 465.21

"218 Spa. @ 11

8'-0"

Wing D El. 459.561

Wing B El. 459.317

5 S

pa.

@ 1

1"

3" (Win

g D)

" (Win

g B)

21

7

3"

5'-10

¼" (Win

g D)

5'-11" (Win

g B)

(9 Ea. Fa.)

18 - #6 x 5'-5"

Construction Joint

Optional Type A

Not to Scale

BAR BENDING DETAILS

401 x 4'-0" 403 SPIRAL x 69'-6"

2'-2"

2'-6"

402 x 4'-2" 601 x 14'-2" 602 x 10'-6" 603 x 6'-10" 801 x 11'-0" 802 x 10'-2"

6" 2'-0"

6" (Typ.)

6"

Bent, Bearing

(7 Ea. Fa.)

14 - #6 x 7'-8"

Polystyrene

" x 4" Expanded21

Bent, Bearing

Polystyrene

" x 4" Expanded21

(9 Ea. Fa.)

18 - #6 x 5'-5"


Labels: 10 Pt Text

Title Block Text:

5

6

8

9

1

3

4

3

2


Notes 8

Anchor Plate Detail When Required 7

Bill of Materials 6

Reinforcing Bar Bending Diagrams 5

Wing Section 4

Wing Elevation 3

End Bent Section Through Beam 2

End Bent Section Between Beams 1

:REQUIRED ELEMENTS

detailing reinforcing steel.

See IDM 405-2.0 for guidance regarding


Bar Mark Title: 14 Pt Text

Title: 18 Pt Text

Typ. All Bar Bending Diagrams:

drawn to approximate proportions.

to scale. However, they should be

Bar bending diagrams are not shown

of bar, rounded to nearest 1 in.

Show bar mark and total length





of Materials should be separated by phase.

When the construction is to be phased, Bills

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

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SCALE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Pier No 2 and 3_01 wc.dgn

construction.

dimensions, reinforcement, and pertinent information necessary for

The purpose of this Pier Details sheet is to show the pier

:PURPOSE

PIER NO. 2 AND NO. 3 DETAILS

SHEET

ofC5 C14

For Bill of Materials, see Drawing C6.3.

E 703-BRST-01.


For General Notes, see Drawing C2.1.

NOTES

DRAWING

4:3

2 P

M

3/4/2

014

Plot:

Beam #1 Beam #2 Beam #3 Beam #4 Beam #520° Rt. Skew

Pier

88 - 430 Spa. @ 6"

#4 x 2'-2" (Typ.)

(Typ.)

" = 1'-0"83Scale:

PLAN

3'-6"

(88 Ea. Fa.)

176 - 431 Spa. @ 6"

Keyway (Typ.)

3" x 8" x 4'-0"

#6 x 22'-6" #6 x 22'-6"

Beam Spacing

Step Spacing

"853'-1"8

53'-1

46'-0"

"839'-2 "8

39'-2 "839'-2 "8

39'-2 "839'-2

(Typ.)

"839

(Typ.)

"839

Bearing Bearing

Pier

1'-9"

1'-9"

" = 1'-0"83Scale:

ELEVATION

32 - 531

(32 Ea. Fa.)

64 - #5 x 23'-7"

(Typ. Pier No. 2 & No. 3)

8-HP 12 x 74 Steel H-Piles

12 - #6 x 24'-8"6"

46'-0"

4 - 630

2'-6"

18'-0"

1'-0"

21'-6"

6"

4 - #4 x 2'-2"

44 - 430 (Spa. @ 6")

4 - #6 x 8'-7"

Pier No. 3 El. 461.31

Pier No. 2 El. 461.27Pier No. 3 El. 461.59

Pier No. 2 El. 461.55

Pier No. 3 El. 461.79

Pier No. 2 El. 461.75

Pier No. 3 El. 461.59

Pier No. 2 El. 461.55

Pier No. 3 El. 461.31

Pier No. 2 El. 461.27

A

Pier No. 3 El. 439.94

Pier No. 2 El. 439.83

Bottom of Footing

Pier No. 3 El. 458.81

Pier No. 2 El. 458.77

Bottom of Cap

(Spa. Eq. in Nose)

5 - #8 x 20'-4"

A

2'-0" x 12 Columns

35 - 530 Spa. @

Pier

Symmetrical About

" = 1'-0"83Scale:

SECTION A-A

3'-6"

6"

(Typ.)

2" Clr.

6"

1'-0"

18'-0"

2'-6"

5'-0"

21'-6"

3'-6"

6" 6"

2"

2"

= 3'-4"

10 S

pa.

@ 4"

11'-0"

11 S

pa.

@ 1

2"

Max. = 1

1'-0"

= 3'-4"

10 S

pa.

@ 4"

Spacin

g

#5, 530,

& 5

31 B

ars

6"

1'-6"

2" x 8" Keyway Construction Joint

#5 x 23'-7" (Typ.)

#8 x 20'-4"

631

530 (Typ.)

See Detail A

Pier

6"6"

3"3"

2'-6"

3"

3"

3 E

q. Spa. = 2'-0"

430

#6 x 24'-8" (Typ.)

530

431

630

#5 x 23'-7" (Typ.)

Construction Joint

2" x 8" Keyway

#8 x 20'-4"

" = 1'-0"43Scale:

DETAIL A

1'-9"

R

(Typ.)

Bearing Pads

Line "A"

Rdwy., Str., &

630 (Typ.)

#4 x 2'-2" (Typ.)

"419'-11"4

19'-11"419'-11"4

19'-11

(Typ.)

10"

(Typ.)

10"

Min. Lap

2'-5"

Min. Lap

2'-11"

CONCRETE DIMENSIONS REINFORCING STEEL

1'-3" 21'-3"

22'-6"

(1 Ea. Fa.)(Spa. @ 6")

88 - #8 x 20'-4"

2'-6"

Pier

Steel H-Pile

HP 12 x 74

3'-6"

3 Eq. Spa. = 3'-0"

Construction Joint

3" x 8" Keyway


Labels: 10 Pt Text

Title Block Text:

2

3

4

5

7

1

6


Notes 6

Cap Section 5

Vertical Sections as Needed 4

Reinforcing Steel

Elevation showing Dimensions and 3

Cap Plan 2

North Arrow 1

:REQUIRED ELEMENTS





FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

13 31

MM/DD/YY

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BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

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DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Pier No 2 and 3_02 wc.dgn

necessary for construction and Bill of Materials for piers.

The purpose of this Pier Details sheet is to show additional details

:PURPOSE

PIER NO. 2 AND NO. 3 DETAILS

SHEET

ofC6 C14

E 703-BRST-01.



NOTES

DRAWING

4:3

2 P

M

3/4/2

014

Plot:

8"

3'-2"

"21

5

45°

2'-0"

2'-6"

1'-7"

R

8"

2'-2"

2'-1"

2'-6"

"2

15

2'-2"

5'-0"

3'-6"

Steel H-Pile

HP 12 x 74

5'-0"

1'-6"

631 (4 per Pile)

6"

" = 1'-0"43Scale:

SECTION C-C

1'-0"

" = 1'-0"83Scale:

PILE PLAN

Structure

CC

32 - 631 (4 per Pile)

1'-9"

1'-9"

3'-6"

Footing

1'-6"1'-6"

23'-0"

46'-0"

23'-0"

" = 1'-0"83Scale:

FOOTING PLAN

CONCRETE DIMENSIONS REINFORCING STEEL

#8 x 20'-4" (Typ.)

530 Spa. @ 2'-0" Max.

46'-0"

6"

6"

3'-6"

43 Spa. @ 6" Max. = 21'-0"

Structure

3"

22'-6"

Footing, Pier

Not to Scale

BAR BENDING DETAILS

430 x 4'-6" 431 x 7'-1" 530 x 3'-1" 531 x 8'-6" 631 x 2'-8"630 x 10'-0"

R 1'-1"

Footing

Bottom of

(Typ.)

3"

Top of Footing

Pile Spacing

" = 43'-0"437 Spa. @ 6'-1

(Typ. Pier No. 2 & No. 3)

8-HP 12 x 74 Steel H-Piles

#5 x 22'-7"

2'-6"

6"


Labels: 10 Pt Text

Title Block Text:

5

6

1

7


Notes 7

Bill of Materials 6


Pile Connection Detail 4

Pile Plan 3

Footing Plan 2

North Arrow 1

:REQUIRED ELEMENTS

4

3

2

8detailing reinforcing steel.




Title: 18 Pt Text













FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

14 31

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Engineer of Record

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FRAMING PLAN

tie-in dimensions and beam end details as required.

The purpose of this Framing Plan sheet is to provide all necessary

:PURPOSE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Framing Plan wc.dgn

ofC7

SHEET

C14

For Bearing Assembly Details, see Drawing C9.3.

For Beam Details, see Drawings C8 and C9.2.


NOTES

DRAWING

4:3

3 P

M

3/4/2

014

Plot:

Beam A1

Beam A2

Beam A3

Beam A4

Beam A5 Beam B5

Beam B4

Beam B3

Beam B2

Beam B1 Beam C1

Beam C2

Beam C3

Beam C4

Beam C5

Brg. Bent No. 1 Brg. Bent No. 4

Bearing

Pier No. 2 Pier No. 3

Bearing

Coping

Coping

See Detail A See Detail B

6"

Span C

38'-0" Pier to Bent

Span B

46'-0" Pier to Pier

Span A

38'-0" Bent to Pier

6"

38'-3" Beam Length 45'-6" Beam Length 38'-3" Beam Length

37'-2" Bearing to Bearing44'-4" Bearing to Bearing37'-2" Bearing to Bearing

(Typ.)

3'-0"

Ledge (Typ.)

6" Pvmt.

(Typ.)

3'-6"

122'-0" Bent No. 1 to Bent No. 4

Structure & Line "A"

Diaphragm

2'-6"Diaphragm

2'-6"

"839

"839

Prestressed C

oncrete I-B

ea

m,

AAS

HT

O T

ype II

4 S

pa.

@ 9'-4"

= 3

7'-4"

Skew

20°0'0" Rt.

"839

"839

Wing D

Wing C

Wing A

Wing B

1'-6"1'-6"

3'-0"

1'-6"

6"

Ledge

6" Pvmt.

Beam

AASHTO Type II

Concrete I-Beam

Bearing & Bent

HP 12 x 53

" = 1'-0"21Scale:

BEARING SEAT ON END BENT

DETAIL A

Diaphragm

2'-6"

Pier Width

3'-6"

9"

9"

1'-6"

10" 10"

3" 3"

6"

20°

20°

"8511

"839

"839

"8511

Bearing

Bearing

Pier

Pad Type 2 (Typ.)

Elastomeric Bearing

(Bottom Flange Shown)

Concrete I-Beam AASHTO Type II

" = 1'-0"21Scale:

BEARING SEAT ON PIER

DETAIL B

" = 1'-0"163Scale:

FRAMING PLAN


Labels: 10 Pt Text

Title Block Text:

1

5

4

6


Notes 5

Beam Bearing Seat Detail at Pier 4

Bent

Beam Bearing Seat Detail at End 3

Framing Plan 2

North Arrow 1

:REQUIRED ELEMENTS

3

2





FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

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Engineer of Record

PE SEAL

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Beam Details_01 wc.dgn

SCALE

related design data.

beam information necessary for fabrication of the beams and

The purpose of this Beam Details sheet is to show the longitudinal

:PURPOSE

BEAM DETAILS

SHEET

ofC8 C14

DRAWING

11:1

8 A

M

4/4/2

014

Plot:

diagrams.

See Drawing C9 for beam sections and bar bending 9.

Reinforcing bars designated "E" shall be epoxy coated.8.

E 703-BRST-01.


Standard Drawings E 707-BPBF-01 through -04.

For Fabrication Tolerances of Prestressed Beams, see 6.

Drawings E 726-BEBP-01 through -03.

For Type 2 Elastomeric Bearing Pad, see Standard 5.

fabrication.

Allowance in the beam length should be made during 4.

Estimated elastic shortening is 0.104 in.3.

points during handling, storage, and transportation.

Beams are to be lifted and supported at the bearing 2.

the deck.

Beams shall be cast a minimum 90 days prior to pouring 1.

GENERAL NOTES - BEAMS

strength.

Reinforcing steel shall be Grade 60 ksi minimum yield

= 7,000 psi.cConcrete strength at 28 days, f′ = 6,000 psi.ciConcrete strength at release, f′

Initial pull per strand, 33.82 kips.

seven-wire strand, 270 ksi (ASTM A416).

Prestressing steel shall be 0.5" uncoated, low relaxation,

DESIGN DATA

(2 Ea. Fa.)

4 - #6 x 2'-7"

270 ksi Prestressing Strands

14 - 1/2" Ø Low Relaxation

301 & 302

402

(2 Ea. Fa.)

4 - #6 x 2'-7"

(Typ.)

2"

16 Spa. @ 12" = 16'-0"1'-2"

(Typ.)

2" 16 Spa. @ 12" = 16'-0"

45'-6"

"2

12

A

A

11 Spa. @ 6" = 5'-6"

B

B

(Typ. each end.)

the use of heat.

row and bend up without

Extend strands in bottom

(Typ.)

1'-6"

402

10"

Vertical Scale: 1" = 1'-0"

" = 1'-0"21Horizontal Scale:

BEAM ELEVATION (SPAN B)

Bars (Typ. Both Ends)

3 - 1" Ø Holes for #6E 401E, & 402 Bars (Typ.)

Spacing for 301, 302, 6" 6"

11 Spa. @ 6" = 5'-6"

1'-6"

1'-0"

the exterior beams.) (Typ.)

#6E Bars (Eliminate holes in

1" Ø Holes in Web for

"216

" = 1'-0"21Scale:

BEAM PLAN (SPAN B)

A

A



301 & 302

402

301 & 302

(2 Ea. Fa.)

4 - #6 x 2'-7"

(Typ.)

2"

12 Spa. @ 12" = 12'-0"

(Typ.)

2" 12 Spa. @ 12" = 12'-0"

38'-3"

10"

"2

12

(2 Ea. Fa.)

4 - #6 x 1'-10"

1'-5"

(1 Ea. Fa.)

2 - #6 x 37'-11"

11 Spa. @ 6" = 5'-6"

B

B

(Typ.)

1'-6" (Typ. each end.)

the use of heat.

row and bend up without

Extend strands in bottom


" = 1'-0"21Horizontal Scale:

BEAM ELEVATION (SPANS A AND C)

401E, & 402 Bars (Typ.)

Spacing for 301, 302, 6"6"


3 - 1" Ø Holes for #6E

11 Spa. @ 6" = 5'-6"

1'-6"

1'-0"

1'-8"

for #6E Bars (Typ.)

1" Ø Holes in Web

" = 1'-0"21Scale:

BEAM PLAN (SPANS A AND C)

(Typ.)

"214

Bearing (Typ.)

6" Bearing

401E

(1 Ea. Fa.)

2 - #6 x 45'-2"

401E

301 & 302

"438

6"

"438

45'-6"

"216

(Typ.)

"214

(Typ.)

6" Bearing Bearing

"438

1'-10"

38'-3"

6"

"216

"2

12



401E

(1 Ea. Fa.)

2 - #6 x 2'-7"

402

401E

6"



"2

12


Labels: 10 Pt Text

Title Block Text:



Titles: 18 Pt Text


4

1

1

2

2

3

5

required.

only. Project specific information

General Notes for Beams. Example 5

specific information required.

Design Data. Example only. Project 4

Prestressing Strands 3

Reinforcing Bars 2

Beam Dimensions 1

:REQUIRED ELEMENTS


View Sub-Title: 14 Pt Text

View Title: 18 Pt Text

Typ. All Plan and Elevation View Text:

6"

6"

1'-3"

3"

6"

3'-0"

10"

1'-6"

I-Beam


AASHTO Type II

#6E Bars

1" Ø Holes for

INTERIOR BEAM DIMENSIONS EXTERIOR BEAM DIMENSIONSREINFORCING

I-Beam


AASHTO Type II

6"

6"

1'-3"

3"

6"

3'-0"

10"

1'-6"

Bars at Inside of Exterior Beam

" Ø Inserts for #6E Threaded43

3'-0"

2"

2" 2"

@ 2" = 1'-2"

7 Spa.

2"

2"

401E

402

302

301

#6

(Typ.)

1" Cl.

3" 3"6"

Scale: 1" = 1'-0"

SECTION A-A

Scale: 1" = 1'-0"

SECTION B-B


" Ø Low Relaxation 2114 -

Scale: 1" = 1'-0"

FILLET DETAIL

SECTION E-E ELEVATION ALONG OF BEAM

Slope

Beam

1'-6"

" Min. Fillet

43

" Min. Fillet43

Top of Beam

Bottom of Slab

E

E

1'-6"

ELEVATION SECTION D-D

1"1" I-Beam


AASHTO Type II

6"

Scale: 1" = 1'-0"

BEAM BEARING ASSEMBLY AT END BENT

Concrete I-Beam

AASHTO Type II Prestressed Pile and Bearing

Pile and Bearing

3"

D

D

....

(Typ.)

" Stiffener21

...." Stiffener21

Cast with beam.

"2118" x 12" x

Steel Plate,

Steel Studs

" Ø End-Welded21

" Steel Plate21

(6 Total)

Steel Studs

" Ø x 4" End-Welded21

Scale: 1" = 1'-0"

TAPER PLATE DETAIL

" x 1"2120" x 12

Steel Plate,

1" Steel Plate

3/8

3/8

3/8

I-Beam


AASHTO Type II

ELEVATION END VIEW C-C

1"1" I-Beam


AASHTO Type II

C

C

7"

3"

Beam and Bearing

Bearing

Scale: 1" = 1'-0"

BEAM BEARING ASSEMBLY AT PIER

(6 Total)

Steel Studs


Cast with beam.

"2114" x 18" x

Steel Plate,

Steel Studs

" Ø End-Welded21

" Steel Plate21

1'-6"

See detail.

Steel Taper Plate

See detail.

Steel Taper Plate

"411

3/8

Scale: 1" = 1'-0"

TAPER PLATE DETAIL

"32

9"

32

9

"2

12

All Sides

" Min.81

Draft All Sides±1.5° Mold

"2111

14"

Scale: 3" = 1'-0"

TYPE 2 ELASTOMERIC BEARING PAD DETAIL

" x 0.1046" 41" x 114

313

5 - Metallic Bonded Shims,

" (Typ.)21Thickness

4 - Internal Elastomer Layers,

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

16 31

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Engineer of Record

PE SEAL

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Beam Details_02 wc.dgn

SCALE

fabrication of the beams.

beam dimensions and reinforcing bar information necessary for

The purpose of this Beam Details sheet is to show the transverse

:PURPOSE

BEAM DETAILS

SHEET

ofC9 C14

structural members.

Bearing assemblies shall be included in the cost of 2.

Drawing C8.

For general beam notes and design data, see 1.

NOTES

DRAWING

11:2

3 A

M

4/4/2

014

Plot:

"4

33'-3

Not to Scale

BAR BENDING DETAILS

SIDE VIEWEND VIEW

1'-4"

"2

14

"21

7

45°

45°

"41

6

2"

4"

5"

10"

45°

301 x 3'-4"

401E x 7'-8"

302 x 1'-3"

402 x 2'-4"

"213

1'-0"

6"3" 3"

6" 6"

1'-0"

6"3" 3"

6" 6"

A

BC

D

A

1"Pier No. 2 (Span A)

B

1"

C DLocation

1"Pier No. 2 (Span B) 1"

1"Pier No. 3 (Span A) 1"


TAPER PLATE TABLE

20"

20"

20"

20"

"2112

"2112

"2112

"2112

Plates shall be vulcanized to elastomeric bearings.

B = Forward Station Side

A = Back Station Side

Initial Camber 0.760

TABLE OF CAMBERS (in.)

SPAN A & C

0.997

SPAN B

0.146 0.292

0.614 0.705

Dead Load Deflection

Residual Camber

7""2

11R

"21

2

Std. 180° Hook

"2

12

"2

12

"2

12

"2

12


" Ø Low Relaxation 212 -

HP 12 x 53HP 12 x 53

Type 2

Elastomeric Bearing Pad,

"323" x 14" x 32

111

Elastomeric Bearing Pad, Type 2,

"21


Labels: 10 Pt Text

Title Block Text:

1 1 2

8



Typ. Table:

3

6

7

11

10

4

5


Notes10

Camber Table 9


Elevation

Fillet Detail Including Section and 7

End Bent

Beam Bearing Assembly Details at 6

Elastomeric Bearing Pad Detail 5

Taper Plate Detail (When Needed) 4

Piers


and Prestressing Strands

Section Showing Beam Reinforcing 2

Sections Showing Beam Dimensions 1

:REQUIRED ELEMENTS




Typ. All Sections:





Title: 18 Pt Text







CC6AA

" = Spa. @

RHLH (Right Side) (Left Side),

301 & 302 (Typ.)

3"

RF

3"

3"

2"

3"

#6 (Typ.)

exterior beams. (Typ.)

Eliminate holes in the

Bottom Flange for #6E Bars.

1" Ø Holes in Web and

(Typ.)

401E

(Typ.)

401E 301 & 302 (Typ.)

#6 (Typ.)

Scale: 1" = 1'-0"

PLAN VIEW

TYPICAL END TREATMENT END BENT

Scale: 1" = 1'-0"

PLAN VIEW

TYPICAL END TREATMENT INTERIOR PIER

LF

Botto

m Fla

nge

1'-6"

Top Fla

nge

1'-0"

#6 Bar

#6 Bar

402 (Typ.)

#6 Bar

#6 Bar

402 (Typ.)

2"CC6AA

" = Spa. @

1'-4"

"43

7 "416

"2

13'-4

"21

2

"213

"2

14

"21

7

45°

90°

45°


Horizontal Scale: 1/2" = 1'-0"

BEAM ELEVATION

A

D (± 6") E (± 6")

Strand Hold-Down Point

Beam

B

D (± 6")

(Typ.)

6" Bearing Bearing

(Typ.)

2"

FF

1-401E, 1-402E

Sets of 1-301, 1-302, KK

1-401E, 1-402E

Sets of 1-301, 1-302, FF

1-401E, 1-402E

Sets of 1-301, 1-302, (Typ.)

2"

301 & 302

V

(2 Ea. Fa.)

4 - #6 x

U

(2 Ea. Fa.)

4 - #6 x

" (Typ.)214

KK

1-401E, 1-402E

Sets of 1-301, 1-302,

A

3'-0"

DD

BB

1-401E, 1-402E

Sets of 1-301, 1-302,

CC6AA

" = Spa. @

BB

1-401E, 1-402E

Sets of 1-301, 1-302,

DD

PP

1-402E

1-302, 1-401E,

Sets of 1-301,

QQ12NN " = Spa. @ MMLL12JJ " = Spa. @ HH

TO

PJ

INT

K

TO

PJ

INT

K

END BENT

END TREATMENT AT

PIER

END TREATMENT AT

Strands (Typ.)

Prestressing

Strands (Typ.)

Prestressing

MM LL12JJ

" = Spa. @ GG6EE

" = Spa. @ GG6EE

" = Spa. @ HH

4

98

6"

6"

3'-0"

6"

1'-6"

2"

2" 2"

@ 2" = 1'-2"

7 Spa.

#6

1'-0"

6"

2"

302

402

3"

Side of Exterior Beam

Threaded Bars on Interior

" Ø Inserts for #6E 43

1" Ø Holes for #6E Bars.

Scale: 1" = 1'-0"

END SPAN SECTION A-A

401E

EXT

K

3"

Scale: 1" = 1'-0"

MIDSPAN SECTION B-B

4

6"

6"

3'-0"

1'-6"

2"

2" 2"

@ 2" = 1'-2"

7 Spa.

#6

1'-0"

6"

2"

402

3"

6"

401E

6

302

3"


C

C

3"

" Steel Plate21

Steel Studs

" Ø End-Welded21

PLL

PLWPLL

Cast with beam.

"21 x x

Steel Plate

PLW

(6 Total)

Steel Studs

" Ø End-Welded21

Scale: 1" = 1'-0"

BEAM BEARING PLATE ASSEMBLY

Concrete I-Beam

Prestressed

Concrete I-Beam

Prestressed

2" 4" 4"

11:1

5 A

M

4/4/2

014

Plot:

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY


INDIANA

B-99999 9999999

9999999

057-14-000000

15 31XXX MM/YYYY XXX MM/YYYY

XXX MM/YYYY XXX MM/YYYY

Engineer of Record

PE SEALSHEET

AS NOTED

AASHTO I-BEAM, TYPE II

BEAM DETAILS

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Std Beam Sheets\Sht Beam Details_01 alt wc.dgn

C8 of C14

using the appropriate Standard Beam Details Sheet template drawing file.

necessary for fabrication of the beams, as well as related design data. This sheet is produced

The purpose of this Beam Details sheet is to show the longitudinal and section information

:PURPOSE

DRAWING

DESIGN DATA

strength.

Reinforcing steel shall be Grade 60 ksi minimum yield

= 7,000 psi.cConcrete strength at 28 days, f'

= 6,000 psi.ciConcrete strength at release, f'

Initial pull per strand, 33.82 kips.

seven-wire strand, 270 ksi (ASTM A416).

Prestressing steel shall be 0.5" uncoated, low relaxation,

GENERAL NOTES - BEAMS

pointed tool.

Top of beams shall be scored transversely at about 3" on center with 9.

Reinforcing bars designated "E" shall be epoxy coated. 8.

For Reinforcing Bar Notes, see Standard Drawing E 703-BRST-01. 7.

Drawings E 707-BPBF-01 through -04.

For Fabrication Tolerances of Prestressed Beams, see Standard 6.

through -03.

For Elastomeric Bearing Pads, see Standard Drawings E 726-BEBP-01 5.

Allowance in the beam length should be made during fabrication. 4.

Estimated elastic shortening is 0.104 in. 3.

handling, storage, and transportation.

Beams are to be lifted and supported at the bearing points during 2.

Beams shall be cast a minimum 28 days prior to pouring the deck.1.

Web

6"

BB Sets of 1-301, 1-302, 1-401E, 1-402E

BB Sets of 1-301, 1-302, 1-401E, 1-402E

RG

LG

3"

CC6AA

" = Spa. @

Not to Scale

BAR BENDING DETAILS

302 x 1'-2"

END VIEW SIDE VIEW301 x 3'-4"

402 x 2'-4"

5"

4"

10"

401E x 7'-9"

6"

401E & 402E

(Typ.)

1'-6"

BO

TJ

RHLH (Right Side) (Left Side),

EXT

K

10

6"

2"

3

3"

11

6"

2"

3

3"

11

A

BEAM

BEAM DATA PRESTRESSING STRAND DATA

8

1

6

2

-

3

-

4

-

5

-

6

-

7

MIDSPAN (SECTION B-B)

8

1

END (SECTION A-A)

16

NO.

TOTAL

6

2

-

3

-

4 FORCE

DOWN

HOLD- DIMENSIONS

D E LF RF LH RH PLL PLWBOTJ TOPJEXTK INTK

-

5

-

6

-

7

"216

LG RG

"438 -

8

-

9

-

10

2

11

2

11A

REINFORCING BAR DATA

11 12 5'-6" 46

301 302

46

TOTALSCOUNTS, SPACING, & DIMENSIONS

-

AA BB CC FF GG U

2'-7"

V

1'-10"

EE

- 12'-0"13

KK LLJJ

12 -

PP QQNN

-

ENDT MIDT 401E

46

402

46

DD HH MM INTT

38'-3" - - 1'-10" 1'-8" - - "211'-2 10" - - "2

112 20" - 6" - - "218 - 37'-11" - 37'-11"

C "216"4

3838'-3" - - 1'-10" 1'-8" - - "211'-2 10" - - "2

112 20"

8 6 8 1662 2 -

8 6 8 1662 2 - 11 12 5'-6" 46 46- 2'-7" 1'-10"- 12'-0"1312 -- 46 466" - - "218 - 37'-11" - 37'-11"

B "216"4

3845'-6" - - - - "211'-2 10" - - "2

112 20"- - 11 12 5'-6" 54 54- 2'-7" 1'-10"- 16'-0"1716 -- 54 546" - - - -7" 45'-2" 45'-2"- - - - - - - - - - - - -

- - - - - - - - - - - - -

6"

3"

Hook

180°

Std.

7"

401E & 402E

U

(1 Ea. Fa.)

2 - #6 x

6"

1'-3"

301

5"

@ 2"

= 8"

4 S

pa.

3"

1

5

6"

1'-3"

301

5"

@ 2"

= 1'-0"

6 S

pa.

3"

1

5

7

(Typ. each end.)

bend up without the use of heat.

Extend strands in bottom row and

301 & 302

AB

Sleeve

1" I.D. Plastic Pipe

2

BO

TJ

2


2 - 1" Ø Holes for #6E ENDT

1 Ea. Side of Web)

(1 Ea. Fa.,

4 - #6 x

MIDT

1 Ea. Side of Web)

(1 Ea. Fa.,

4 - #6 x

INTT

1 Ea. Side of Web)

(1 Ea. Fa.,

4 - #6 x

(Typ.)

1" Cl.

(Typ.)

1" Cl.


Labels: 10 Pt Text

Title Block Text:

1

2 2

3 3

4

5

6 7

8

9


Reinforcing Bar Data

Prestressing Strand Data

Beam Data

Completed Summary Table: 8

required

only. Project specific information

General Notes for Beams. Example 7

specific information required

Design Data. Example only. Project 6

Reinforcing Bar Bending Details 5

Embedded Plates

Beam Bearing Plate Assembly for 4

End Treatment Plan Views 3

Midspan

Beam Sections--End Span and 2

Beam Elevation 1

:REQUIRED ELEMENTS

Scale: 1" = 1'-0"

FILLET DETAIL

SECTION E-E ELEVATION ALONG OF BEAM

Slope

Beam

1'-6"

" Min. Fillet

43

" Min. Fillet43

Top of Beam

Bottom of Slab

E

E

1'-6"

ELEVATION SECTION D-D

1"1" I-Beam


AASHTO Type II

6"

Scale: 1" = 1'-0"

BEAM BEARING ASSEMBLY AT END BENT

Concrete I-Beam

AASHTO Type II Prestressed Pile and Bearing

Pile and Bearing

3"

D

D

....

(Typ.)

" Stiffener21

...." Stiffener21

Cast with beam.

"2118" x 12" x

Steel Plate,

Steel Studs

" Ø End-Welded21

" Steel Plate21

(6 Total)

Steel Studs


Scale: 1" = 1'-0"

TAPER PLATE DETAIL

" x 1"2120" x 12

Steel Plate,

1" Steel Plate

3/8

3/8

3/8

I-Beam


AASHTO Type II


1"1" I-Beam


AASHTO Type II

C

C

7"

3"

Beam and Bearing

Bearing

Scale: 1" = 1'-0"

BEAM BEARING ASSEMBLY AT PIER

(6 Total)

Steel Studs


Cast with beam.

"2118" x 14" x

Steel Plate,

Steel Studs

" Ø End-Welded21

" Steel Plate21

1'-6"

See detail.

Steel Taper Plate

See detail.

Steel Taper Plate

"411

3/8

Scale: 1" = 1'-0"

TAPER PLATE DETAIL

"32

9"

32

9

"2

12

All Sides

" Min.81

Draft All Sides±1.5° Mold

"2111

14"

Scale: 3" = 1'-0"

TYPE 2 ELASTOMERIC BEARING PAD DETAIL

" x 0.1046" 41" x 114

313

5 - Metallic Bonded Shims,

" (Typ.)21Thickness

4 - Internal Elastomer Layers,

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

16 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

BEAM DETAILS

SHEET

ofC9 C14

structural members.

Bearing assemblies shall be included in the cost of 2.

Drawing C8.

For general beam notes and design data, see 1.

NOTES

DRAWING

11:2

5 A

M

4/4/2

014

Plot:

be used in conjunction with the appropriate Standard Beam Details Sheet.

information necessary for installation of the beams. This sheet is intended to

The purpose of this Beam Details sheet is to show the additional details

:PURPOSE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Beam Details_02 alt wc.dgn

A

BC

D

A

1"Pier No. 2 (Span A)

B

1"

C DLocation


1"Pier No. 3 (Span A) 1"


TAPER PLATE TABLE

20"

20"

20"

20"

"2112

"2112

"2112

"2112

Plates shall be vulcanized to elastomeric bearings.

B = Forward Station Side

A = Back Station Side

Initial Camber 0.760

TABLE OF CAMBERS (in.)

SPAN A & C

0.997

SPAN B

0.146 0.292

0.614 0.705

Dead Load Deflection

Residual Camber

HP 12 x 53HP 12 x 53

Type 2

Elastomeric Bearing Pad,

"323" x 14" x 32

111

Elastomeric Bearing Pad, Type 2,

"21


Labels: 10 Pt Text

Title Block Text:



Typ. Table:

2

1 5

8

7

3

4


Notes 7

Camber Table 6

Elevation

Fillet Detail Including Section and 5

Elastomeric Bearing Pad Detail 4

Taper Plate Detail (When Needed) 3

Piers


End Bents


:REQUIRED ELEMENTS




Typ. All Details:

32 - #5 x 33'-6"

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

17 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Superstructure Details_01 wc.dgn

contractor to construct the bridge deck.

physical dimensions and pertinent information necessary for the

The purpose of these Superstructure Details sheets is to show

:PURPOSE

SUPERSTRUCTURE DETAILS

4:0

9 P

M

2/2

8/2

014

Plot:

SHEET

ofC10

such as finishing machine, forms, etc.

rotation of the exterior beams from construction load

Suitable restraint shall be provided to prevent the 5.

during concrete placement.

down to the deck forms and/or beams to prevent lifting

The top reinforcing in the deck shall be securely tied 4.

For reinforcing bar bending diagrams, see Drawing C11.3.

For Section A-A, see Drawing C11.2.

All reinforcing bars shall be epoxy-coated.1.

NOTES

C14

DRAWING

" = 1'-0"83Scale:

TYPICAL SECTION

Slope 2% Slope 2%

1'-6"1'-6"

Shoulder

7'-8"

Traffic Lane

12'-0"

Traffic Lane

12'-0"

Shoulder

7'-8"

42'-4" Out-to-Out Coping


9" (T

yp.)

2"

2'-6" 2'-6"4 Spa. @ 9'-4" = 37'-4" (Beam Spacing)

#5 x 42'-0"(Typ.)

#5 x 20'-1"

(Typ.)

#5 x 32'-9"

#5 x 42'-0"

Seal (Typ.)

Limits of SurfaceProfile Grade

Roadway, Structure & Line "A"

(Typ.)

#5 x 33'-6"

401

AASHTO Type II (Typ.)

Prestressed Concrete I-BeamSee Detail A

Drip Bead (Typ.)

" Ø Half-Round 43

@ 40' Max. Spacing

Barrier Delineator

401

4" 6" 4"6"

2" 63 Spa. @ 8" = 42'-0" (#5 x 33'-6" Bottom)

" = 1'-0"163Scale:

FLOOR PLAN

(Bottom Typ.)

3'-3" Min. Lap

BOTTOM REINFORCEMENT

BOTTOM HALF SHOWING

TOP REINFORCEMENT

TOP HALF SHOWING

32 - #5 x 20'-1"

32 - #5 x 20'-1"

121 Spa. @ 12" = 121'-0" (401 Top)

22'-6"

(Typ.)

3'-8" Min. Lap22'-6"

186 Spa. @ 7" = 108'-6" (#5 x 42'-0" Bottom)

38'-0" Pier to Bent46'-0" Pier to Pier

21'-2"


20°0'0" Rt. Skew

217 Spa. @ 6" = 108'-6" (#5 x 42'-0" Top)

Bent No. 1 Pier No. 2 Pier No. 3 Bent No. 4

Tie-Bar Assembly

Epoxy-Coated Threaded

21 - #5 x 6'-0"

Tie-Bar Assembly

Epoxy-Coated Threaded

21 - #5 x 6'-0"

" Out-to-Out Bridge Slab21124'-1

7"38'-0" Bent to Pier

187 - #5 x 42'-0"

#5 x 1'-3"

6"6"

(594 Bottom)

25 Spa @ 7" = 14'-7"

6"

218 - #5 x 42'-0"

32 - #5 x 33'-6" 32 - #5 x 33'-6"

32 - #5 x 33'-6"

(24 Total)

12 - 595 @ 7"

(125 Total)

63 - #5 x 32'-9"

(125 Total)

63 - #5 x 32'-9"

(125 Total)

63 - #5 x 32'-9"

61 Spa. @ 8" = 40'-8" (#5 x 20'-1" Top)

1"

Cl.

" Cl.

21

2

21'-2"

42'-4"

Out-to-O

ut

Copin

g

A

A

7"

28 - 593

(595 Top)

27 Spa. @ 6" = 13'-6"

26 - 594

(30 Total)

15 - 592 @ 6"

" = 1'-0"43SCALE:

DETAIL A

#5 @ 6"

#5 @ 7"

Deck

8"

(Typ.)

9"

401 @ 12"

2"

Min.

1"

Cl.

" Cl.

21

2

Joint Type A

Construction

"16

15

Type FC (Typ.)

Concrete Bridge Railing

122 - 401

20 S

pa.

@ 2'-0"

= 4

0'-0"

124 Spa. @ 4" = 41'-4" (#5 x 32'-9" Top Over Piers)


Labels: 10 Pt Text

Title Block Text:

7

8

1

6

5

2


Notes 7

Details as Needed 6

Typical Section 5

Skew Angle 4

Line Designation 3

Deck Floor Plan 2

North Arrow 1

:REQUIRED ELEMENTS

4

3

3





FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

18 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Superstructure Details_02 wc.dgn

E 703-BRST-01.


All reinforcing bars shall be epoxy-coated.1.

NOTES

contractor to construct the bridge deck.

physical dimensions and pertinent information necessary for the

The purpose of these Superstructure Details sheets is to show

:PURPOSE

supports and shall be held to a 5-ft length.

Pours No. 4 and No. 5 will include the diaphragms at the 3.

area.

the effect of the slab dead load in the negative moment

Pours over interior supports shall be made last to reduce 2.

Pour numbers indicate sequence of pours.1.

POUR NOTES

SUPERSTRUCTURE DETAILS

4:0

9 P

M

2/2

8/2

014

Plot:

SHEET

of

DRAWING

C11 C14

" = 1'-0"161Scale:

POUR SEQUENCE DIAGRAM

Bent No. 1 Pier No. 2 Pier No. 3 Bent No. 4

Constr. Joint Constr. Joint Constr. Joint

No. 1

Pour

No. 2

Pour

No. 3

Pour

Pour No. 4

Pour No. 5

"41124'-1

38'-0" 46'-0" 38'-0"

5'-0"

21'-2"

21'-2"

42'-4"

Out-to-O

ut

Copin

g


401 x 6'-0"

592 x 43'-2"

594 x 42'-9" 595 x 42'-0"

5'-6"

2'-2"

10" 10"

3'-3"

521 x 10'-4"

593 x 42'-5"

" Out-to-Out Coping Along 2145'-0

" Along Pier 419'-11

10"10" 9 Spa. @ 11" = 8'-3" (521)

Profile Grade

(4 Ea. Fa.) (Typ.)

8 - #5 x 8'-3"

(2 Ea. Fa.) (Typ. Exterior Beams)

" Ø Threaded Insert43

4 - #6 x 4'-0" Threaded Bars in Beams)

(2 Ea. Fa.) (Typ. Interior

4 - #6 x 8'-0" in 1" Ø Hole

& Line "A"

Roadway, Structure,

AASHTO Type II (Typ.)

Prestressed Concrete I-Beam

B

B C

C

" = 1'-0"83Scale:

TYPICAL SECTION ALONG OF PIER

SECTION A-A

10 - 521

" = 1'-0"43Scale:

SECTION B-B

1'-3"

2'-6"

8"

Sla

b

3'-6"

5" (Typ.)

521

Pier #2 or #3

Bearing Pad Dimensions)

Expanded Polystyrene (Match

Beams) (Typ.)

#5 x 8'-3" (Between

Beam) (Typ.)

#6 x 8'-0" (Through

5'-0"

Constr. Joint Constr. Joint

Pier

3'-6"

1'-3"

2'-6"

8"

Sla

b

5" (Typ.)

Pier No. 2 or No. 3

Type 2 (Typ.)

Elastomeric Bearing Pad

AASHTO Type II

Prestressed Concrete I-Beam AASHTO Type II

Prestressed Concrete I-Beam

1 - #8 x 1'-6"

" = 1'-0"43Scale:

SECTION C-C

(Typ.)

" Min. Fillet

43

5'-0"

Constr. Joint Constr. Joint

1" Ø Hole (Typ.)

#6 x 8'-0" Through

Pier

Not to Scale

BAR BENDING DETAILS

20'-11"

1'-8"

41'-6"

15 Bars

14 Eq. Spa.

Incr.

"2

11'-4

2'-8"

39'-9"

20'-8"

14 Bars

13 Eq. Spa.

20'-7"

41'-5"

13 Bars

12 Eq. Spa.

2'-7"

12 Bars

11 Eq. Spa.

Incr.

"4

11'-4

22'-2"

39'-5"

20'-3"

22'-3"

21'-9"

Incr.

1'-9"

1'-4"

21'-9"

Incr.

1'-9"

Bonded to Concrete

Back End of Each Keyway,

Bottom, 1" Back Side, and 1"

"21Expanded Polystyrene

Between Beams

3' x 1'-0" Keyway

"416

Height as Bearing Pads)

Expanded Polystyrene (Same


Labels: 10 Pt Text

Title Block Text:

4

7

8

6

5

32

1

4

4


Notes 7

Bill of Materials 6

Cutting Diagrams

Reinforcing Bar Bending Details and 5

Pour Notes

Pour Diagram with North Arrow and 4

Section Through Beams 3

Section Between Beams 2

Showing Diaphragm Reinforcing

Typical Section along CL of Pier 1

:REQUIRED ELEMENTS
















Title: 18 Pt Text


PURPOSE:

The purpose of this Railing Details sheet is to show physical dimensions, reinforcing, and pertinent information necessary for the contractor to construct the bridge railing and bridge railing transitions.

Bridge Railing Transition 124'-1 ½" Out-to-Out Bridge Railing Transition

0 Type TFC Concrete Bridge Railing Type FC Type TFC

r

A

/�BentNo. 1

/�Pier No. 2

/�Pier No. 3 ��Bent No. 4

' ' , , I I I

" " " " 0 0 0 0 0 n """""" " " " "

I I I I I I I I I , I , , I , I

I I

I I I I I

�A I I

I I I When the construction is to be phased, Bills

:;: < "' <I" 0

<I"

0 N

�

g a:

I , I I I

II I

I I I I I I

I , I I I

I I I

I , I I I

II I

20°0'0" Rt. Skew -

1--.!

,

I I I I I

'

I , I ,

,

I , I ,

I ,

I ,

I , I I I

II I

I ' I I I I

I , I I I

I I I

I , I I I

II I

I ' I


------------------------------ I f I I --t- -------------------- ----- J_ t t � Structure & Line "A" --- --------------------- ---t- ------------------------------

� � � � ��"' Bridge Railing Transition

Type TFC

I I I I

I I I I I I I I

I I

II I

I ' I I I I

I , I I I

I I I

I ,

I ,

I

,

I , I I , I I I

I I

II I

I ' I I I I

I , I I I

, , ,

I

I I ' ,

I I , ,

, , , ,,

I

124'-1 ½" Out-to-Out Concrete Bridge Railing Type FC

CD RAILING PLANScale: ½" = l '-0"

I I I I I I I I

I I , I

I I I

II I

I ' I I I I

I , I I I

I I I

I , I I I

II I

I ' I I I I

I I I I JI

,,

I

Bridge Railing TransitionType TFC

CD ··��

Concrete Bridge Railing Transition Type TFC 124'-1½" Out-to-Out Concrete Bridge Railing Transition Type TFC

Guardrail Transition Type TGB 2"(By Others)

� 8 - #5 X 33'-6"(4 Ea. Fa.)

. 11 11 11 11 11 11

I - 186 - 571. 372 - 572.

11-611

2" 9" 2" 5"/

Barrier Delineator �

' ' @ 40 ft Max. Spa.I I /

• •

��/ 0 572@ 8"' �t-N ' II

• �- ..... 2" Cl. .....

[n '.....@ (Typ.) .

1 CJ>'

Typ. All Views and Sections: "' N C.

Section Title: 18 Pt Text <fl

M


\ Dimensions and Text Callouts: 12 Pt Text

� i,,,, i'-..

::-V #5 X 33'-6"(Typ.) ___/

' \

� __ / \·/

571@8" ,•

/

Construction Joint _/Type A

. •

0 SECTION A-A Scale: l" = l'-0"

.. DOTW1se\Documents\Standards\Wor1<1ng Drawings\Structural\WCh1les\Sample Plan Sheets\Bndge Proiec t\0001250\Des1gn\MS\Sht Railing Details wc.dgn

Concrete Bridge Railing Type FC185 Spa. @ 8" Max. = 123'-9½"

- 8 - #5 X 33'-6"571,572

� 8 - #5 X 33'-6"

IA

(4 Ea. Fa.) 2'-7" Min. Lap (4 Ea. Fa.)(Typ.)

�A 0 ELEVATI�!

e� :,?=A�iAY SIDE

� 8 - #5 X 33'-6"(4 Ea. Fa.)

6"

/-

,:i 1

"s1 �4 �

b � ..... ' .....

I • l'-0" • I • l'-0"

571 X 5'-6"

.

2"

I.

Bar bending diagrams are not shownto scale. However, they should be drawn to approximate proportions .

• I F 21-511

572 X 3'-Q"

.

.1

0 BAR BENDING DETAILS Not to Scale

Show bar mark and total length Typ. All Bar Bending Diagrams:of bar, rounded to nearest 1 in. Title: 18 Pt Text Bar Mark Title: 14 Pt Text Dimensions and Text Callouts: 12 Pt Text

Guardrail Transition Type TGB(By Others)

11 11 11 11 11 11 I

0 See IDM 405-2.0 for guidance regardingdetailing reinforcing steel.

Title Block Text: Labels: 10 pt Text Signature: 12 pt Text

\\\\11!/Jt//

,,\,, 1,,, ,, ,,,,, /,,

2 .... ,....

.,..,� - -- --- PE SEAL

,,_ ....... .;: ,, ,, ,, ' ,,,,, \\,,, I I I J/ 111 \ \ 11 \

----

INDIANA Elfjtiree,- of Re-eord RECOMMENDED

DEPARTMENT OF TRANSPORTATION FOR APPROVAL MM/DD/YYDESIGN ENGINEER DATE

DESIGNED: ABC 03/2013 DRAWN:PQR 03/2013RAILING DETAILS

CHECKED: BCD 04/2013 CHECKED: RST 04/2013

BILL OF MATERIALS BRIDGE RAILING

EPOXY-COATED REINFORCING BARS SIZE & NO.OF LENGTH WEIGHT MARK BARS (FT - IN.) (LB) 571E 372 5 1 - 6'1

572E 744 31 - 0•1

#SE 64 33' - 6"Total #5 6698

Total from Railing Transition Type TFC (551 Lbs x 4) 2204

Total Epoxy-Coated Reinforcing Bars 8902

CONCRETE 23.7 CysRailing Type FC

Total Concrete, Class C 28.5 Cys

MISCELLANEOUS Barrier Delineators 12 EaConcrete Bridge Railing Transition Type TFC 4 EaSurface Seal

1.2.

3.

4.

400 Sft

REQUIRED ELEMENTS:

CD Railing Plan

0 North Arrow

0 Elevation(s) showing Dimensions and Reinforcing for Bridge Railing and Bridge Railing Transitions

0 Section(s) Showing Dimensions andReinforcing

0 Reinforcing Bar Bending Details

0 Bill of Materials

0 Notes

® Signature Block and PE Seal

0 NOTES

All reinforcing bars shall be epoxy-coated. For Reinforcing Bar Notes, see Standard Drawing E 703-BRST-01. For details of Concrete Bridge Railing Transition, TypeTFC, see Standard Drawings E 706-TTFC-01 through-03. For additional details of Concrete Bridge Railing, TypeFC, see Standard Drawings E 706-BRSF-01 and -03.

SCALE BRIDGE FILE AS NOTED 057-14-000000

DESIGNATION9999999

DRAWING SHEETC12 of C14 19 of 31

CONTRACT PROJECTB-99999 9999999

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

20 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Screed wc.dgn

slab and coping.

elevations for setting forms in order to place the floor

The purpose of this Screed Details sheet is to provide

:PURPOSE

SCREEDS

SHEET

of

DRAWING

C13 C14

4:2

0 P

M

2/2

8/2

014

Plot:


allowance for concrete dead load deflections.

Screed elevations as shown in the table include an 4.

above operations are completed.

No concrete in the floor slab shall be poured until the 3.

Do not set screed forms by leveling.2.

in what order the concrete is poured.

dimensions remain constant regardless of how much or

setting screed forms above these points. These

and use the resulting dimensions as the height for

Subtract these elevations from the tabulated elevations

on top of beams. Enter these elevations in the table.

After beams are set, take elevations at all screed points 1.

PROCEDURE AND NOTES

Slope 2%Slope 2%

Profile Grade

42'-4" Out to Out Coping


9'-4"2'-6" 9'-4" 9'-4" 9'-4" 2'-6"

Screed Line "A" Screed Line "E" Screed Line "G"

Screed Line "F"

Screed Line "D"Screed Line "C"Screed Line "B"

" = 1'-0"163Scale:

TYPICAL SECTION

4 Spa. @ 10'-0" = 40'-0"" = 37'-2"214 Spa. @ 9'-3 2'-2" 2'-2"

44'-4"

" = 37'-2"214 Spa. @ 9'-3

Bent No. 1

Brg.

SPAN A SPAN B SPAN C

Brg. Brg. Brg. Brg.

No. 4

Brg. Bent

Pier No. 3 Pier No. 2

0.1"

0.2"

0.1"

0.1"

0.3"

0.4"

0.3" 0.1"

0.1"

0.2"

0.1"

Scale: Not to Scale

CONCRETE DEAD LOAD DEFLECTION DIAGRAM

Screed "A"

Screed "B"

Screed "C"

Screed "D"

Screed "E"

Screed "F"

Screed "G"

1 2 3 4 5

6

78 10 11

12

1314 15 16 179

Beam No. 4

Beam No. 5

Beam No. 3

Beam No. 2

Beam No. 1

"219'-3 "2

19'-3 "219'-3

10"

10"

"219'-31'-1" 10'-0" 10'-0" 10'-0" 10'-0"

10"

10"

"219'-3 "2

19'-3 "219'-3 "2

19'-3 1'-1"

42'-4"

2'-6"

9'-4"

9'-4"

9'-4"

9'-4"

2'-6"

No. 1

Bent No. 2

Pier

Brg.

Brg. Brg.

No. 3

Pier

Brg. No. 4

Bent

2'-2" 2'-2"

Grade

Profile

" = 1'-0"81Scale:

PLAN OF SCREEDS


Labels: 10 Pt Text

Title Block Text:

6

7

2


Procedure and Notes 6

Diagram

Concrete Dead Load Deflection 5

Table of Screed Elevations 4

Transverse Section 3

North Arrow 2

Plan 1

:REQUIRED ELEMENTS

1

3

5

4





and development of the diagram.

computation of slab dead-load deflections

405-3.02 for information related to IDM See

development of the Plan of Screeds.

to determination of screed elevations and

404-2.02(01) for information related IDM See

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

AS NOTED

B-99999 9999999

9999999

057-14-000000

21 31

MM/DD/YY

ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

SCALE

APPROACH SLAB DETAILS

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Approach Slab Details_01 wc.dgn

the bridge approach slab.

necessary dimensions and reinforcing details needed to construct

The purpose of this Approach Slab Details sheet is to provide all

:PURPOSE

SHEET

of

DRAWING

C14 C14

RCBA shall be surface sealed.5.

epoxy-coated.

All reinforcing bars in approach slab shall be 4.

E 703-BRST-01.


approach slab thickness of 12".

Drawing E 609-TBAE-01. Thickness shall match

For details of RCBA Extension for TFC, see Standard 2.


NOTES

11:0

0 A

M

3/7/2

014

Plot:

20'-6"

20'-6"

39'-4"

2"

3"

2"

31 - #5 x 39'-0"

30 Spa. @ 8" = 20'-0"

20 - 581

19 Spa @ 8" = 12'-8"

8"

2'-0" Min. Lap

2"

11 - #5 x 39'-0"

10 Spa. @ 2'-0" = 20'-0"

1'-6"

2'-0" Min. Lap

79 - 591

4"

3"

2"

2"

2"

Bridge Railing Transition

RCBA Extension for TFC

20° Rt. Skew







30 - #5 x 27'-3"

30 - #5 x 20'-2" 29 - 582 78 - 583

#5

6 Spa. @ 2'-0" = 12'-0"

29 - 582

6"

2'-0" Min. Lap

#5

29 S

pa.

@ 8"

= 1

9'-4"

#5

29 S

pa.

@ 8"

= 1

9'-4"

8"

8"

582

28 S

pa.

@ 8"

= 1

8'-8"

582

28 S

pa.

@ 8"

= 1

8'-8"

Roadway

Structure &

" = 1'-0"41Scale:

PLAN SHOWING TOP REINFORCEMENT

APPROACH SLAB AT END BENT NO. 1

" = 1'-0"41Scale:

PLAN SHOWING BOTTOM REINFORCEMENT

APPROACH SLAB AT END BENT NO. 4

34'-10"

34'-10"

20'-2"

591 x 20'-9"

(1 Bar Cuts 2)

581 x 40'-3"

(1 Bar Cuts 2)

582 x 11'-3"

(1 Bar Cuts 2)

583 x 18'-6"

Bridge Deck

" = 1'-0"21Scale:

SECTION THROUGH APPROACH

(Typ.)

2'-0"

1'-0"

(Typ.)

8"#5 @ 8" #5 (Typ.)

Subbase

Graded

6" Dense

#5 @ 6"

2'-0"

Sleeper Slab

8'-0"

Terminal JointPavementApproach

2'-0"

2'-2"

2"

Max.45°

Polystyrene

" x 4" Expanded21

Superstructure)

(Billed with

Threaded Tie-Bar Assy.

#5 x 6'-0" Epoxy-Coated

6" Polystyrene

" x 2" Expanded21

Type I-A

Construction Joint

1 - #5 x 2'-3"

1 - #5 x 7'-9"

1 - #5 x 13'-3"

1 - #5 x 18'-9"

1 - #5 x 24'-3"

1 - #5 x 29'-9"

1 - #5 x 35'-3"

583

77 S

pa.

@ 6"

= 3

8'-6"

591

78 S

pa.

@ 6"

= 3

9'-0"

Not to Scale

BAR BENDING DETAILS

2'-9"

37'-6"

19'-3"

10 Bars

9 Eq. Spa.

2'-3"

2'-3"

29 Bars

28 Eq. Spa.

9'-0"

9'-0"

Incr."

87

2

2'-4"

9'-4"

39 Bars

38 Eq. Spa.

Incr."

81

2

16'-2"

21'-0"

Incr.

1'-10"

9'-2"

591 @ 6"

3'-0" 3'-0"

2" Cl.

3"

Cl.

2"

Cl.

2" Cl.

Backfill

for End Bent

Aggregate


Labels: 10 Pt Text

Title Block Text:

1

6

7

5


Notes 6

Bill of Materials 5

Cutting Diagrams

Reinforcing Bar Bending Details and 4

Section 3

Approach Slab Plan 2

North Arrow 1

:REQUIRED ELEMENTS

4

3

2 2

1
















Title: 18 Pt Text


FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY


INDIANA

B-99999 9999999

9999999

057-14-000000

22 31ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

BRIDGE SUMMARY

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Bridge Summary wc.dgn

superstructure, substructure elements, and approach structure for the bridge.

The purpose of this Bridge Summary sheet is to summarize quantities by

:PURPOSE

N/A

SHEET

11:2

6 A

M

3/7/2

014

Plot:


Summary of Bridge Quantities Table 1

:REQUIRED ELEMENTS

3


Labels: 10 Pt Text

Title Block Text:

1



Typ. Table:

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILESCALE

MM/DD/YY


INDIANA

B-99999 9999999

9999999

057-14-000000

23 31ABC 03/2013 PQR 03/2013

BCD 04/2013 RST 04/2013

Engineer of Record

PE SEAL

ROAD SUMMARY

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Road Summary wc.dgn

for the project in addition to the bridge structure itself.

The purpose of this Road Summary sheet is to summarize quantities

:PURPOSE

N/A

SHEET

9:4

8 A

M

3/1

1/2

014

Plot:


Mailbox Approaches, If Needed 8

Underdrain Table, If Needed 7

R/W Marker Table 6

Monument Table 5

Guardrail Summary Table 4

Table

Permanent Erosion Control Summary 3

Structure Data Table 2

Table

Pavement Quantities and Approach 1

:REQUIRED ELEMENTS

9


Labels: 10 Pt Text

Title Block Text:

1

2

3

4

8

7



Typ. Table:

6 5

no related quantities.

be left off of plans for which there are

and typical location only. Tables may

been shown on this sample for format

Note: All road summary tables have

1441+00

120

120 130

130 140

140 150

150

450

455

460

1439+00

120

120 130

130 140

140 150

150

450

455

460

TEMPORARY RUNAROUND BENCHINGMAINLINE

Ac = 7.1 SFT Af = 43.7 SFT

Vc = 19 CYS Vf = 116 CYS

Ac = 57.6 SFT Af = 76.7 SFT


Ab = 26.2 SFT

Vb = 50 CYS

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110

450

455

460

458.61

PG Elev.459.24

Temp. Runaround PG Elev.

STA. 1441+00, LINE "A"

BEGIN PROJECT

1440+50

1440+00

1439+50






Ac = 29.4 SFT

Vc = 27 CYS Vf = 0.0 CYS

Ab = 14.0 SFT

Vb = 13 CYS

Ac = 21.9 SFT

Vf = 10 CYS

Af = 0.0 SFT

Vf = 0 CYS Vb = 0 CYS

Vf = 0 CYS

Af = 0.0 SFT

Ac = 0.0 SFT Af = 0.0 SFT Af = 0.0 SFT

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110 120

120 130

130 140

140 150

150

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110 120

120 130

130 140

140 150

150

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110 120

120 130

130 140

140 150

150

450

455

460

450 450

455455

460 460

450 450

455455

460 460

450 450

455455

460 460

459.26

PG Elev.

458.31

PG Elev.

458.38

PG Elev.

458.46

PG Elev.458.41





Ac = 19.0 SFT Af = 37.3 SFT Af = 0.0 SFT

= Existing

Vc = 20 CYS

Af = 11.2 SFT Ac = 0.0 SFT

Vc = 0 CYS

Ab = 0.0 SFT

= Existing

Ac = 0.0 SFT

Vc = 0 CYS

Af = 0.0 SFT Ac = 0.0 SFT


Ab = 0.0 SFT

Vb = 0 CYS

STA. 1439+00, LINE "TR"

STA. 1439+00, LINE "A"

BEGIN TEMPORARY RUNAROUND

= Existing


Ac = 0.0 SFT


Ab = 0.0 SFT

Vb = 0 CYS

STA. 1440+50, LINE "A"

BEGIN INCIDENTAL CONSTRUCTION

DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

LINE "A"

CROSS SECTIONS

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

1" = 10'

B-99999 9999999

9999999

057-14-000000

24 31ABC

BCD

03/2013

04/2013

PQR

RST

03/2013

04/2013

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Xsec_50_01 wc.dgn

calculations and all supporting information.

The purpose of these Cross Sections sheets is to provide earthwork

:PURPOSE

HORIZONTAL SCALE

1" = 10'

VERTICAL SCALE

SHEET

4:3

6 P

M

3/4/2

014

Plot:

8

1

2

5 5 6

Labels: 10 Pt Text

Title Block Text:

7

7

7

Title Block 8

Begin and End Structure

Construction

Begin and End Incidental

Begin and End Project

Begin and End Temporary Runaround

Label Stations for: 7

Benching Areas and Volumes 6

Earthwork Areas and Volumes 5

Needed

Approaches and Drives, When 4

Mainline Drainage Structures 3

Profile-Grade Elevations 2

on Existing Cross Sections

Templates of Typical Sections Placed 1

:REQUIRED ELEMENTS


Grid Axis Labels: 12 Pt Text

Cross Section Station: 18 Pt Text

Typ. All Cross Sections:



Typ. Earthwork Tables:

1443+00

1442+50

1442+00

1441+50

MAINLINE BENCHINGTEMPORARY RUNAROUND




Ac = 0.0 SFT Af = 152.6 SFT


Ac = 92.4 SFT Af = 261.4 SFT


Ab = 61.0 SFT

Vb = 102 CYS

Ac = 0.0 SFT Af = 130.6 SFT


Ac = 74.8 SFT Af = 153.1 SFT


Ab = 48.9 SFT

Vb = 49 CYS

Ac = 32.9 SFT


Af = 0.0 SFT Ac = 273.6 SFT Af = 38.2 SFT


Ab = 17.3 SFT

Vb = 2 CYS

Ac = 41.5 SFT


Ac = 286.8 SFT Af = 36.0 SFT


Ab = 16.9 SFT

Vb = 45 CYS

40 50 60 70 80 90 100 110 120 130 140 150-60 -50 -40 -30 -20 -10 0 10 20 30-120 -110 -100 -90 -80 -70-150 -140 -130

450

455

460

465-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

450

455

460

465

461.22PG Elev.458.78

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110 120

120 130

130 140

140 150

150

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110 120

120 130

130 140

140 150

150

-150

-150 -140

-140 -130

-130 -120

-120 -110

-110 -100

-100 -90

-90 -80

-80 -70

-70 -60

-60 -50

-50 -40

-40 -30

-30 -20

-20 -10

-10 0

0 10

10 20

20 30

30 40

40 50

50 60

60 70

70 80

80 90

90 100

100 110

110 120

120 130

130 140

140 150

150

450 450

455455

460 460

450 450

455455

460 460

450 450

455455

460 460

465465

458.69 PG Elev.459.89

458.70 PG Elev.459.93

458.76 PG Elev.460.46





Af = 0.0 SFT

DESIGNED:

CHECKED:

DRAWN:

CHECKED:


INDIANA

LINE "A"

CROSS SECTIONS

Temporary Sheet Piling

CONTRACT

DESIGNATION

of

PROJECT

BRIDGE FILE

1" = 10'

B-99999 9999999

9999999

057-14-000000

25 31ABC

BCD

03/2013

04/2013

PQR

RST

03/2013

04/2013

DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Xsec_50_02 wc.dgn

calculations and all supporting information.

The purpose of these Cross Sections sheets is to provide earthwork

:PURPOSE

HORIZONTAL SCALE

1" = 10'

VERTICAL SCALE

SHEET

Temporary Sheet Piling

4:3

8 P

M

3/4/2

014

Plot:

8

1

2

5 5 6

Labels: 10 Pt Text

Title Block Text:

2

Title Block 8

Begin and End Structure

Construction

Begin and End Incidental

Begin and End Project

Begin and End Temporary Runaround

Label Stations for: 7

Benching Areas and Volumes 6

Earthwork Areas and Volumes 5

Needed

Approaches and Drives, When 4

Mainline Drainage Structures 3

Profile-Grade Elevations 2

on Existing Cross Sections

Templates of Typical Sections Placed 1

:REQUIRED ELEMENTS


Grid Axis Labels: 12 Pt Text

Cross Section Station: 18 Pt Text

Typ. All Cross Sections:



Typ. Earthwork Tables: