OHIO DEPARTMENT OF TRANSPORTATION Updates... · 4/21/2017 · (culvert inlet bevel shown) notes footing plan legend: wingwall elevation section b-b 2. for precast box culvert details,

April 21, 2017 To: Users of the Standard Bridge Drawings

From: Tim Keller, Administrator, Office of Structural Engineering

By: Sean Meddles, Assistant Administrator, Office of Structural Engineering

Re: Standard Bridge Drawings

The following Plan Insert Sheet and Design Data Sheet are now available:

Box Culvert Head Walls (BCHW)

Concrete Headwalls for Precast Box Culverts (HWDD-1)

A brief summary of the drawing follows:

BCHW:

This Plan Insert Sheet provides contract ready details for Box Culverts with some design data input. Designers are required to provide the final Estimated Quantities, the Precast Box Culvert Design from either ASTM C1433 or SS940 and various dimensions. Refer to Sheet 1 of the Design Data Sheet, Concrete Headwalls for Precast Box Culverts (HWDD-1) for additional information.

This drawing is available under the Plan Insert Sheets link on the Office of Structural Engineering web site:

http://www.dot.state.oh.us/divisions/engineering/structures/Pages/default.aspx

HWDD-1:

This Design Data Sheet provides the design of Concrete Headwalls for Precast Box Culverts in accordance with the AASHTO LRFD Bridge Design Specifications. Information from this data sheet can be used to populate the BCHW Plan Insert Sheet to provide a completed plan set. For more information, please refer to HWDD-1 Sheet 1.

This drawing and an Excel spreadsheet for rebar list calculations are available under the Design Data Sheets link on the Office of Structural Engineering web site:

http://www.dot.state.oh.us/divisions/engineering/structures/Pages/default.aspx

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899

GROUND

FINISHED

GROUND

FINISHED

2'-0"

WATERPROOFING

TYPE 2

1" PEJF1" PEJF

WATERPROOFING

TYPE 2

WATERPROOFING

TYPE 2

WATERPROOFING

TYPE 2 OR TYPE 3

1'-0"1'-0"

GENERAL NOTES

LIMITS OF ITEM 512-SEALING CONCRETE SURFACES

A - SEAL ENTIRE CONCRETE SURFACE AREA

WATERPROOFING DETAILS

ENDS

INCLUDINGA

ENDS

INCLUDINGA

BOX

INSIDE

(CULVERT OUTLET BEVEL SHOWN)

FORESLOPE WALL AND PRECAST BOX

SECTION VIEW

WINGWALL

NOTE: TOTALS CARRIED TO GENERAL SUMMARY SHEET

202 11000 LUMP STRUCTURE REMOVED

503 11100 LUMP

503 21100 LUMP UNCLASSIFIED EXCAVATION (WINGWALL FOOTING)

511 46010 xx CU. YD.

511 46510 xx CU. YD.

511 46610 xx CU. YD. CLASS QC1 CONCRETE, HEADWALL

512 33XXX SQ. YD. TYPE X MEMBRANE WATERPROOFING

xx SQ. YD.

516 13600 xx SQ. FT. 1" PREFORMED EXPANSION JOINT FILLER

518 21230 LUMP

601 11001 SQ. YD. RIPRAP USING 6" REINFORCED CONCRETE SLAB, AS PER PLAN

611 96311 LIN. FT. XX'-0" SPAN X X'-0" RISE CONDUIT, TYPE A, 706.05,

AS PER PLAN

613 41200 CU. YD. LOW STRENGH MORTAR BACKFILL

ITEM ITEM EXT TOTAL UNIT DESCRIPTION

SEALING OF CONCRETE SURFACES (EPOXY-URETHANE)

COFFERDAMS, CRIBS, AND SHEETING

512 10100

xx

xx

509 10000 xx LB. EPOXY COATED REINFORCING STEEL

POROUS BACKFILL WITH FILTER FABRIC

ESTIMATED QUANTITIES

ALL LABOR, EQUIPMENT AND INCIDENTALS REQUIREDBASIS OF PAYMENT:

PLAN VIEW

RE

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D

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AN IN

SE

RT S

HE

ET

DESIG

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DC

HE

CK

ED

EN

GIN

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RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

SEALER SHALL BE PER ITEM 512 - SEALING OF CONCRETE SURFACES.

THE DIAGRAMS BELOW. PAYMENT FOR THE EPOXY-URETHANE

EPOXY-URETHANE SEALER. THE LIMITS SHALL BE AS SHOWN IN

FORESLOPE WALL AND WINGWALL CONCRETE SHALL BE SEALED WITH

ALL EXPOSED SEALING OF FORESLOPE WALL AND WINGWALLS:

EXPANSION JOINT FILLER.

INSTALLATION SHALL BE INCLUDED WITH ITEM 516 - 1" PREFORMED

AND THE ENDS OF THE WINGWALLS. PAYMENT FOR MATERIALS AND

PLACED ABOVE THE FOOTING BETWEEN THE SIDES OF THE BOX CULVERT

FILLER (PEJF) CONFORMING TO CMS 705.03, 1 INCH THICK, SHALL BE

PREFORMED EXPANSION JOINT PREFORMED EXPANSION JOINT FILLER:

WINGWALL.

OF 10'-0". A MINIMUM OF ONE WEEPHOLE SHALL BE PROVIDED PER

ELEVATION OR GROUND LINE AND SHALL HAVE A MAXIMUM SPACING

WEEPHOLES SHALL BE PLACED 6" TO 12" ABOVE THE NORMAL WATER

BACKFILL AND RETURN 6" ABOVE THE TOP ELEVATION OF THE WEEPHOLE.

TO THE STRUCTURE. IT SHALL TURN UNDER THE BOTTOM OF THE POROUS

BETWEEN THE POROUS BACKFILL AND REPLACED EXCAVATION ADJACENT

EMBANKMENT SURFACE. GEOTEXTILE FABRIC TYPE A SHALL BE PLACED

BEHIND THE WINGWALLS ONLY AND SHALL EXTEND TO 12" BELOW THE

1'-6" THICK SHALL BE PLACED POROUS BACKFILL WITH FILTER FABRIC

PRICE BID PER SQUARE YARD FOR ITEM 512 - TYPE 3 WATERPROOFING.

FOR THE MEMBRANE WATERPROOFING SHALL BE AT THE CONTRACT

THE CULVERT WHICH SHALL BE IN CONTACT WITH THE BACKFILL. PAYMENT

EXTEND ONE FOOT VERTICALLY DOWN THE SIDES FOR ALL PORTIONS OF

ENTIRE TOP SURFACE OF THE PRECAST CULVERT SECTIONS AND SHALL

WATERPROOFING, PER CMS 512 AND 711.29 SHALL BE APPLIED TO THE

IF PAVEMENT IS TO BE USED DIRECTLY ON TOP OF THE CULVERT, TYPE 3

PRICE BID PER SQUARE YARD FOR ITEM 512 - TYPE 2 WATERPROOFING.

FOR THE MEMBRANE WATERPROOFING SHALL BE AT THE CONTRACT

THE CULVERT WHICH SHALL BE IN CONTACT WITH THE BACKFILL. PAYMENT

EXTEND ONE FOOT VERTICALLY DOWN THE SIDES FOR ALL PORTIONS OF

ENTIRE TOP SURFACE OF THE PRECAST CULVERT SECTIONS AND SHALL

WATERPROOFING, PER CMS 512 AND 711.25 SHALL BE APPLIED TO THE

IF PAVEMENT IS NOT PLACED DIRECTLY ON TOP OF THE CULVERT, TYPE 2

FOR ITEM 512 - TYPE 2 WATERPROOFING.

WATERPROOFING SHALL BE AT THE CONTRACT PRICE BID PER SQUARE YARD

IN CONTACT WITH THE BACKFILL. PAYMENT FOR THE MEMBRANE

CULVERT SECTIONS FOR ALL PORTIONS OF THE CULVERT WHICH SHALL BE

SHALL EXTEND VERTICALLY DOWN THE ENTIRE SIDES OF THE PRECAST

TYPE 2 WATERPROOFING, PER CMS 512 AND 711.25, WATERPROOFING:

BE INCLUDED WITH ITEM 509 - EPOXY COATED REINFORCING STEEL.

WINGWALL INCLUDING FOOTING. PAYMENT FOR REINFORCING STEEL SHALL

SHALL BE INCLUDED WITH ITEM 511 - CLASS QC1 CONCRETE, RETAINING/

TO CONSTRUCT THE FOOTING, CUTOFF WALL, WINGWALLS AND FORESLOPE WALL

CLASS QC1 CONCRETE, FOOTING

FOOTING

CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING

bf

f

uf

THE BACKFILL MAY BE PLACED.

ABOVE THE TOE IS AT ITS FINISHED ELEVATION, THE REMAINDER OF

THAN THE ELEVATION OF THE SOIL ABOVE THE TOE. WHEN THE SOIL

FT, THE BACKFILL BEHIND THE WINGWALLS SHALL NOT BE PLACED HIGHER

WHEN THE DESIGN HEIGHT IS GREATER THAN 10 BACKFILL LIMITATION:

CONNECTORS AS INCIDENTAL TO ITEM 611.

THE DEPARTMENT WILL CONSIDER PAYMENT FOR INSERTS OR MECHANICAL

INSIDE THE CULVERT WITH A MINIMUM HORIZONTAL LENGTH OF 12 INCHES.

CULVERT SLAB. MECHANICAL CONNECTORS SHALL HAVE AN "L-SHAPED" BAR

BONDING. MAINTAIN A MINIMUM COVER OF 3 INCHES AT THE BOTTOM OF THE

OF THE REINFORCEMENT SHOWN ARE AN ACCEPTABLE ALTERNATIVE TO RESIN

OF DEVELOPING AT LEAST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH

THREADED INSERTS OR NON-PROTRUDING MECHANICAL CONNECTORS CAPABLE

INSTALLATION SHALL BE INCLUDED WITH ITEM 511.

SPECIFIED ON SHEET 6/6. PAYMENT FOR DOWEL HOLES, GROUT AND

NONMETALLIC GROUT CONFORMING TO CMS 705.20 AND TO A DEPTH

ANCHOR PER CMS 510 WITH NONSHRINK, FORESLOPE WALL ANCHOR DOWELS:

WINGWALLS MAY BE USED IN ACCORDANCE WITH CMS 602.03.E.

AT THE OPTION OF THE CONTRACTOR, PRECAST PRECAST CONCRETE:

EPOXY COATED)

60,000 PSI (ALL REINFORCING SHALL BE

GRADE 60 MINIMUM YIELD STRENGTH

ASTM A615, A616, OR A617 REINFORCING STEEL -

(FOOTING, WINGWALL AND FORESLOPE WALL)

CONCRETE CLASS QC1 - COMPRESSIVE STRENGTH 4000 PSI

HEIGHT OF LIVE LOAD SURCHARGE = 2 FT (TYPE C HEADWALLS)

SLOPE OF BACKFILL = 2:1 (TYPE A & B HEADWALLS)

UNIT WEIGHT OF CONCRETE = 150 PCF

UNDRAINED SHEAR STRENGTH (COHESIVE), FOUNDATION SOIL, S = 1500 PSF

INTERNAL ANGLE OF FRICTION (DRAINED), FOUNDATION SOIL, £ = 28°

TOTAL UNIT WEIGHT OF BACKFILL SOIL = 120 PCF

INTERNAL ANGLE OF FRICTION OF BACKFILL SOIL, £ = 30°

THE FOLLOWING DESIGN DATA IS ASSUMED:DESIGN DATA:

AND THE ODOT BRIDGE DESIGN MANUAL, 2007.

OFFICIALS, 2014, INCLUDING THE 2015 & 2016 INTERIM SPECIFICATIONS

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

THE "LRFD BRIDGE DESIGN SPECIFICATIONS" ADOPTED BY THE

THIS STANDARD DRAWING CONFORMS TO DESIGN SPECIFICATIONS:

CULVERT & WINGWALL LAYOUT

OUTLET ELEVATION

INLET ELEVATION

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VIE

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AN IN

SE

RT S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

(E.F.)

1-WW505

INTERFACE

1" PEJF AT

L (TYP.) FS502 AND FS503

WW

504 C

OR

NE

R B

AR (F.F.)

WW

504 C

OR

NE

R B

AR (F.F.)

WW

503

S

ER.

18"

WW

502

@ 18

" M

AX.

SER. X_01 BARS @ _ c/c (F.F.)

Y_01 BARS @ _ c/c (F.F.)F507 (N.F.)


Y_01 BARS @ _ c/c (F.F.)

h (T

YP.)

WW

502

@ 18

" M

AX.

WW

503

18"

t box,

@ 18"

SER.WW501b

c

VA

RIES

WW

502

AN

D S

ER.

WW

503

a

SER.F504 @ 18"

Wf

3"

hc

whf

3"

1'-6"@ c/c

Z 01 BARS SER.F506

b

@ 12"MAX.

FS502

FORESLOPE WALL

FS503 @ 12"MAX.

ANCHOR DOWELS

MAX.

F507 @ 18"a

F508

CUTOFF WALL

SER. F505@ c/c

Z 01 BARS1'-6"

Wf

SER.F503 @ 18"

4'-

0"(

MIN.)

hc

whf

FOOTING

t box,

H

t box,

FS501

3"

V_0

1 BARS @ _ c/c (

T)

V_01 BARS @ _ c/c (T)

SE

R. F503

@ 18

"

SE

R. F503 (@ 18

"

SER. F

504 @ 18

"

Z_0

1 BARS @ _ c/c

Z_0

1 BARS @ _ c

/c

SER.

F504 @ 18"

V_0

1 BARS @ _ c

/c (T)

4-F502 W/3-F501

ALTERNATE

CUTOFF WALL

SER. F505

Z 01 BARZ 01 BAR

45°

SER. F

506

SER.

F506

(F.F.)

1-WW506

(TYP.)

C.J.

(E.F.)

1-F508

(LAP W/Y-01)

1-X 02 (F.F.)

(E.F.)

FS501

(F.F.)

1-WW506

(E.F.)

1-WW505

INTERFACE

1" PEJF AT

*

(TYP.)

GROUND LINE

FINISHED

@ c/c

SER. X 01 BARS

(1/8"/FT SLOPE)

10' MAX. SPA.

WEEPHOLES @

| 4" DIA.

@ c/c

Y 01 BARS

@ c/c

V 01 BARS

@ c/c

W 01 BARS

FOOTING

(TYP.)

C.J.

6"

MIN.

*

(TYP.)

UNDERBAR

*

c/c (E.F.)

@ 18

" M

AX.

wall

*

WINGWALL

*

2:1

*

*

*

MAX. (T&B)

CL

R.

CL

R.

*(E.F.)

18"M

AX.

top

*

*

MAX. (T&B)

*

*

bot

*

*

*

CL

R.(TYP.)

B

A

B

A

(POROUS BACKFILL NOT SHOWN FOR CLARITY)

(CULVERT INLET BEVEL SHOWN)

NOTES

FOOTING PLAN

LEGEND:

WINGWALL ELEVATION

SECTION A-A

SECTION B-B

2. FOR PRECAST BOX CULVERT DETAILS, SEE SHEET xx/xx.

1. FOR CULVERT LOCATION PLAN, SEE SHEET xx/xx.

COATED.

OUT. ALL REINFORCING STEEL SHALL BE EPOXY

NO.5 BAR. BAR DIMENSIONS SHOWN ARE OUT TO

THE BAR SIZE NUMBER. FOR EXAMPLE, WW501 IS A

IN THE BAR MARK COLUMN. THE FIRST DIGIT INDICATES

3. THE BAR SIZE NUMBER IS SPECIFIED ON THE PLANS

AS FOLLOWS: 2'-5" FOR #5 BARS; 2'-11" FOR #6 BARS.

4. THE LAP SPLICE LENGTHS USED IN THESE DETAILS ARE

PEJF

MIN.

MAX.

F.F.

E.F.

DIA.

CLR.

C.J.

JOINT FILLER

PREFORMED EXPANSION

MINIMUM

MAXIMUM

FAR FACE

EACH FACE

DIAMETER

CLEAR

CONSTRUCTION JOINT

INC.

TYP.

T&B

(B)

(T)

STR.

SER.

N.F.

INCREMENT

TYPICAL

TOP AND BOTTOM

BOTTOM

TOP

STRAIGHT

SERIES

NEAR FACE

(FOOTING NOT SHOWN)

c/c (E.F.)

@ 18

" M

AX.

c/c (E.F.)

SER. WW501 @ 18" MAX. c/c (N.F.)SER. WW501 @ 18" MAX. c/c (N.F.)

c/c (E.F.)

SE

R.

@ 18

" M

AX. (E.F.)

2:1

*

12"

MA

X.

Z_01 BARS @ _ c/c

W_01 BARS @ _ c/c (B)

(T&

B)

(T&

B)

W_0

1 BARS @ _ c

/c (B)

(FAN T&B TYP.)

MAX. (T

&B)

(CUTOFF W

ALL)

W_0

1 BARS @ _ c/c (

B)

(CUTOFF W

ALL)

MAX. (T

&B)

RE

VIE

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D

PL

AN IN

SE

RT S

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ET

DESIG

NE

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HE

CK

ED

EN

GIN

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RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

C

B

AA

BCB

A

B

A

B

A

B+3"

C

BA

C

D

A

BA

B

IF SPAN > 12'.

DESIGN HERE

CULVERT REINFORCING

INSERT ODOT BOX

TYPE-1 TYPE-2 TYPE-3 TYPE-4 TYPE-5 TYPE-6 TYPE-7

2'-5

" 2'-5"

134.9

8°

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VIE

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PL

AN IN

SE

RT S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

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RIN

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ST

RU

CT

UR

AL

OF

FIC

E

OF

WW

509

SE

R.

18"

h2 (T

YP.)

*

WW

508

@ 18

" M

AX.


Y_01 BARS @ _ c/c (F.F.) F507 (N.F.) Y_01 BARS @ _ c/c (F.F.)


WW

502

@ 18

" M

AX.

h1 (T

YP.)

*

WW

503

SE

R.

18"

L1 FS502 AND FS503L2*

(E.F.)

1-WW510

1" PEJF

t box,

WW

504 C

OR

NE

R B

AR (F.F.)

(E.F.)

FS501

(LAP W/Y-01)

1-X 02 (F.F.)@ 18"

OR WW507

SER.WW501

b

c @ c/c

Y 01 BARS

@ c/c

V 01 BARS

@ c/c

W 01 BARS

FOOTING

WINGWALL

1'-6"

Wf

SER. F503 OR

SER. F506

SER.F505 OR

@ c/c

Z 01 BARS

hc

whf

VA

RIES

WW

502

AN

D S

ER.

WW

503

OR

a

6"

MIN.

b

FS501

t box,

H4'-

0"(

MIN.)

3"

a

t box,

MAX.

F507 @ 18"

F508

SER.F503 @ 18"

@ c/c

Z 01 BARS

Wf

1'-6"

hc

whf

SE

R. F503

@ 18

"

V_01 BARS @ _ c/c (T)

SE

R. F505

Z_01 BARS @ _ c/c

V_0

1 BARS @ _ c

/c (T)

SER.

F506

SER.

F504 @ 18"

Z_0

1 BARS @ _ c

/c

Z 01 BAR

CUTOFF WALL

SER. F505

*°

4-F502 W/3-F501ALTERNATE

3"

3"



COATED.








INTERFACE

1" PEJF AT

(TYP.)

C.J. (E.F.)

1-F508

(F.F.)

1-WW506

(E.F.)

1-WW505

WINGWALL

(TYP.)

GROUND LINE

FINISHED

@ c/c

SER. X 01 BARS

(1/8"/FT SLOPE)

10' MAX. SPA.

WEEPHOLES @

| 4" DIA.

(TYP.)

C.J.

@ 12" MAX.

FS502

FORESLOPE WALL

FS503 @ 12"MAX.

ANCHOR DOWELS

CUTOFF WALL

SER. F505

FOOTING

c/c (E.F.)

@ 18

" M

AX.

wall

B A

A

B

(FOOTING NOT SHOWN)

*

MAX. (T&B)

SER. F504 @ 18"

*

*

*

bot

*

MA

X. (T

&B)

(CU

TO

FF

WA

LL)

(FAN T&B)



NOTES

LEGEND:

FOOTING PLAN

WINGWALL ELEVATION

PEJF

MIN.

MAX.

F.F.

E.F.

DIA.

CLR.

C.J.

JOINT FILLER

PREFORMED EXPANSION

MINIMUM

MAXIMUM

FAR FACE

EACH FACE

DIAMETER

CLEAR

CONSTRUCTION JOINT

INC.

TYP.

T&B

(B)

(T)

STR.

SER.

N.F.

INCREMENT

TYPICAL

TOP AND BOTTOM

BOTTOM

TOP

STRAIGHT

SERIES

NEAR FACE

(ROUNDED TO NEAREST 15° INCREMENT FROM 0° TO 45°)

¡ = | CULVERT SKEW FROM LINE NORMAL TO ROADWAY

(MA

X.)

c/c (E.F.)

SER. WW507 @ 18" MAX. c/c (N.F.) SER. WW501 @ 18" MAX. c/c (N.F.)

c/c (E.F.)

c/c (E.F.)

@ 18

" M

AX.

*

* 2:1

*

*

*

CL

R.

CL

R.

@ 18

" M

AX. (E.F.)

WW

508

AN

D S

ER.

WW

509

2:1

12"

MA

X.

SECTION A-A

SECTION B-B

*

(E.F.)

18"M

AX.

top

*

CL

R.

*

MAX. (T&B)

*

*

*

W_01 BARS @ _ c/c (B)

MAX. (T

&B)

W_0

1 BARS @ _ c

/c (B)

(CUTOFF W

ALL)

RE

VIE

WE

D

PL

AN IN

SE

RT S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

A

B C

B

A

D

A B

C

A

B

A

B

C B

B+3"

A

135° - ¡/2

IF SPAN 12'.

DESIGN HERE

CULVERT REINFORCING

INSERT ODOT BOX

TYPE-1 TYPE-2 TYPE-3 TYPE-5 TYPE-7 TYPE-8

RE

VIE

WE

D

PL

AN IN

SE

RT S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

V_01 BARS @ _ c/c (T)

F501

@ 18

"

Z_01 BARS @ _ c/c

F501

@ 18

"

2-F502

2-F502

L (TYP.)

WW

502

@ 18

" M

AX.

X_01 BARS @ _ c/c (F.F.)

Y_01 BARS @ _ c/c (F.F.) F503 (N.F.)

X_01 BARS @ _ c/c (F.F.)

Y_01 BARS @ _ c/c (F.F.)

WW

502

@ 18

" M

AX.

FS502 AND FS503

(E.F.)

FS501

1" PEJF

t box,

(TYP.)

C.J.

WINGWALL

@ 18"

WW501

b

(1/8"/FT SLOPE)

10' MAX. SPA.

WEEPHOLES @

| 4" DIA.

WW

502

@ 18

" M

AX. (E.F.)

H

a

hf

hc

w

@ c/c

Z 01 BARS

1'-6"

Wf

F501 @ 18"MAX.

F502

c

b

@ 12"MAX.

FS502

FORESLOPE WALL

FS503 @ 12"MAX.

ANCHOR DOWELS

FS501

t box,

H4'-

0"(

MIN.)

hf

hc

wt box,

MAX.

F503 @ 18"

F504

F501 @ 18"MAX.

CUTOFF WALL

F5021'-6"

Wf

FOOTING

@ c/c

Z 01 BARS

a

3"

3"

3"

6"

MIN.



COATED.








(E.F.)

1-F504

1" PEJF

(TYP.)

GROUND LINE

FINISHED

@ c/c

SER. X 01 BARS

FOOTING

WINGWALL

@ c/c

W 01 BARS

@ c/c

V 01 BARS

(TYP.)

C.J.

@ c/c

Y 01 BARS

W_01 BARS @ _ c/c (B)

MA

X. (T

&B)

(CU

TO

FF

WA

LL)

(FOOTING NOT SHOWN)

WW501 @ 18" MAX. c/c (N.F.) WW501 @ 18" MAX. c/c (N.F.)

wall

LEVEL

*

*

2:1

*

*

*

(E.F.)

18"M

AX.

top

* *

*

bot

*

(T&B)

*

CL

R.

CL

R.



NOTES

LEGEND:

FOOTING PLAN

WINGWALL ELEVATION

SECTION B-B

SECTION A-A

PEJF

MIN.

MAX.

F.F.

E.F.

DIA.

CLR.

C.J.

JOINT FILLER

PREFORMED EXPANSION

MINIMUM

MAXIMUM

FAR FACE

EACH FACE

DIAMETER

CLEAR

CONSTRUCTION JOINT

INC.

TYP.

T&B

(B)

(T)

STR.

SER.

N.F.

INCREMENT

TYPICAL

TOP AND BOTTOM

BOTTOM

TOP

STRAIGHT

SERIES

NEAR FACE

FROM THE STANDARD DRAWINGS.

DESIGNER USING INFORMATION PICKED

INDICATES A SPACE TO BE COMPLETED BY

AN UNDERSCORE (_) OR AN ASTERISK ( ) * *

MA

X. (T

&B)

(CU

TO

FF

WA

LL)

*

c/c (E.F.)

c/c (E.F.)

*

*

(T&B)

*

*

*

*

CL

R.

12"

MA

X.

AB

B

A

RE

VIE

WE

D

PL

AN IN

SE

RT S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

A

B A

B B

C

A

IF SPAN 12'.

DESIGN HERE

CULVERT REINFORCING

INSERT ODOT BOX

TYPE-1 TYPE-5 TYPE-7

RE

VIE

WE

D

PL

AN IN

SE

RT S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

GENERAL NOTES

WJ

K

UR

S

RE

VIE

WE

D

DESIG

N

DA

TA S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

1 6

CO

NC

RE

TE

HE

AD

WA

LL

S

FO

R

PR

EC

AS

T

BO

X

CU

LV

ER

TS

bf

f

uf

ON THE PLANS.

SHOWN IN THE TYPE A, B OR C HEADWALL TABLES. SHOW THE "DESIGN HEIGHT"

SELECT THE DESIGN HEIGHT (H) BY ROUNDING UP TO THE NEAREST VALUE

HEIGHT

H = BOX RISE + 2 (BOX SLAB THICKNESS) + REQUIRED FORESLOPE WALL

THE FOOTING TO THE TOP OF THE WALL, AS FOLLOWS:

STEM HEIGHT: CALCULATE THE STEM HEIGHT, MEASURED FROM THE TOP OF

OR 1'-6" ABOVE THE TOP OF THE CULVERT.

FORESLOPE WALL HEIGHT: THE FORESLOPE WALL HEIGHT WILL BE EITHER 6"

DESIGN. USE A 12" BOX THICKNESS FOR SPANS IN EXCESS OF 12 FEET.

WITH A SPAN OR RISE EXCEEDING THESE LIMITS REQUIRES A SPECIAL WALL

INCLUDING 20 FEET, REFER TO SUPPLEMENTAL SPECIFICATION 940. ANY CULVERT

AND INCLUDING 12 FEET. FOR SPANS GREATER THAN 12 FEET AND UP TO AND

INCREMENTS). MAKE REFERENCE ON THE PLANS TO ASTM C 1433 FOR SPANS UP TO

INCREMENTS ONLY), AND RISES RANGING FROM 4 FEET TO 10 FEET (IN 1 FOOT

BOX CULVERTS WITH SPANS RANGING FROM 8 FEET TO 20 FEET (IN 2 FEET

CULVERT SIZE LIMITATIONS: LIMIT USE OF THIS STANDARD DRAWING TO PRECAST

ARE PARALLEL TO THE ROADWAY.

INTERCEPT THE GRADED SLOPE. BOTH WINGWALLS FOR TYPE C HEADWALLS

RIGHT-OF-WAY OR UTILITIES PREVENT EXTENDING THE WINGWALLS TO

USE TYPE C HEADWALLS ONLY WHERE SITE CONSTRAINTS SUCH AS

AND A WINGWALL WITH A 45 DEGREE SKEW.

OR WITH NO SKEW IF SITE CONDITIONS DICTATE A STRAIGHT WINGWALL

USE TYPE B HEADWALLS FOR ROADWAY SKEWS OF 15, 30 OR 45 DEGREES,

AT 45° FROM THE CULVERT CENTERLINE.

TO THE ROADWAY. BOTH WINGWALLS FOR TYPE A HEADWALLS ARE SKEWED

USE TYPE A HEADWALLS WHEN THE CENTERLINE OF THE CULVERT IS NORMAL

USE TYPE A, B AND C HEADWALLS AS FOLLOWS:

60,000 PSI (EPOXY COATED)

GRADE 60 MINIMUM YIELD STRENGTH

ASTM A615, A616, OR A617 REINFORCING STEEL -

(FOOTING, WINGWALL AND FORESLOPE WALL)

COMPRESSIVE STRENGTH 4000 PSI CONCRETE CLASS QC1 -

HEIGHT OF LIVE LOAD SURCHARGE = 2 FT (TYPE C HEADWALLS)

SLOPE OF BACKFILL = 2:1 (TYPE A & B HEADWALLS)

UNIT WEIGHT OF CONCRETE = 150 PCF

UNDRAINED SHEAR STRENGTH (COHESIVE), FOUNDATION SOIL, S = 1500 PSF

INTERNAL ANGLE OF FRICTION (DRAINED), FOUNDATION SOIL, £ = 28°

TOTAL UNIT WEIGHT OF BACKFILL SOIL = 120 PCF

INTERNAL ANGLE OF FRICTION OF BACKFILL SOIL, £ = 30°

DESIGN DATA: THE FOLLOWING DESIGN DATA IS ASSUMED:

TO SHOW THE OUTLET ENDS.

ARE DETAILED FOR THE INLET END. MAKE APPROPRIATE MODIFICATIONS

THE DETAILS PROVIDED SHOWING SECTIONS THROUGH THE CULVERT ENDS

TYPE A, B OR C WHEN USING THESE SHEETS.

SCHEDULES FOR THESE STANDARD HEADWALLS. MATCH THE HEADWALL

ELECTRONIC SPREADSHEETS ARE AVAILABLE TO PRODUCE REINFORCING

NOTES TO DESIGNER:

REINFORCING DETAIL OBTAINED FROM SUPPLEMENTAL SPECIFICATION 940.

13. FOR STRUCTURES OVER 12 FEET IN SPAN, INSERT THE BOX CULVERT

OF THE PLAN INSERTS.

12. ADD APPROPRIATE NOTES TO THE GENERAL NOTES SECTION ON SHEET 1

FILL IN THE ESTIMATED QUANTITIES ON SHEET 1 OF THE PLAN INSERTS.11.

SHEETS TO COMPLETE AN UNDERSCORE (_) OR ASTERISK (*).

REINFORCING, USE INFORMATION PICKED FROM THE DESIGN DATA

ON THE DESIGN DATA SHEETS. ON THE DETAILS SHOWING

EDIT ALL DIMENSIONS ON THE DETAILS ACCORDING TO THE TABLES 10.

REINFORCING SHEET.

POINTS'. SELECT THE TWO CORNERS OF THE BOX ON THE APPROPRIATE

SOFT EXCEL WORKSHEET', AND SET THE METHOD TO 'BY 2 CORNER

SPECIAL' COMMAND IN MICROSTATION, SELECT 'PICTURE OF MICRO-

PASTE THE TABLE INTO THE CADD FILE. USE THE 'PASTE

PASTE METHOD:

SEE ADDITIONAL AUTOTABLE INFORMATION ON CADD SUPPORT WEBSITE.

EXCEL WORKSHEET AND USE 'RANGE IMPORT' COMMAND ON AUTOTABLE TAB.

ROW HEIGHT AND FONTS. SELECT THE REINFORCING SCHEDULE ON THE

THE EXCEL WORKSHEET CELLS USE ODOT AUTOTABLE STANDARD

AUTOTABLE METHOD:

SCHEDULES.

USE THE ELECTRONIC SPREADSHEETS TO GENERATE REINFORCING 9.

APPROPRIATE DETAILS FROM THE DESIGN DATA SHEETS.)

(THIS MAY BE ACCOMPLISHED BY COPYING AND PASTING THE

OF THE INLET AND OUTLET ENDS ON SHEET 2 OF THE PLAN INSERTS.

PROVIDE THE CULVERT & WINGWALL LAYOUT AND ELEVATION VIEWS 8.

FOR STANDARD HEADWALL DETAILS, SEE SHEET 6/6.7.

[BOX SPAN + 2x (BOX WALL THICKNESS)].

TABLE ON SHEET 6/6. MULTIPLY ESTIMATED QUANTITIES BY

OF THE BOX CULVERT. REFER TO THE "FORESLOPE WALL QUANTITIES"

IDENTIFY THE REQUIRED FORESLOPE WALL HEIGHT ABOVE THE TOP6.

FOR THE FOOTING REINFORCING DATA.

REFER TO THE "FOOTING REINFORCING" TABLE ON SHEET 6/6

IN THE SECOND COLUMN, IDENTIFY THE FOOTING DESIGN NUMBER.5.

THICKNESS)].

LIMITS OF THE BOX CULVERT BY [BOX SPAN + 2x (BOX WALL

FOR YOUR DESIGN. MULTIPLY ESTIMATED QUANTITIES WITHIN THE

WINGWALL REINFORCING DATA AND ESTIMATED QUANTITIES

FIND THE WINGWALL DIMENSIONS, FOOTING DIMENSIONS,

HEIGHT "H" FROM THE LEFTMOST COLUMN. FROM LEFT TO RIGHT

IN THE APPROPRIATE TABLE, SELECT THE REQUIRED DESIGN 4.

ON SHEET 5/6.

SHEETS 3/6 AND 4/6. FOR TYPE "C" HEADWALLS, USE THE TABLE

GEOMETRIC DIAGRAM ON SHEET 3/6) AND USE THE TABLES ON

CULVERT WITH RESPECT TO THE ROADWAY "THETA ANGLE" (SEE

FOR TYPE "B" HEADWALLS, IDENTIFY THE SKEW ANGLE OF THE

FOR TYPE "A" HEADWALLS, USE THE TABLE ON SHEET 2/6.3.

USE" NOTE ON THIS SHEET.

SELECT HEADWALL TYPE "A", "B" OR "C" PER THE "WHEN TO2.

HEIGHT" NOTE ON THIS SHEET.

CALCULATE THE REQUIRED DESIGN HEIGHT "H" PER THE "STEM 1.

USE OF DESIGN DATA SHEETS:

NEAR FACE

MINIMUM

MAXIMUM

FAR FACE

EACH FACE

EXTENSION

DIMENSION

DIAMETER

CONCRETE

CLEAR

CENTER LINE

CONSTRUCTION JOINT

TYPICAL

TOP AND BOTTOM

SPACING

SHEET

SERIES

REINFORCING

QUANTITY

JOINT FILLER

PREFORMED EXPANSION

LEGEND

PLAN

SPAN/2 +SPAN/2 +45°

(TYP.)

Wf b

a

L

2'

MIN.

5'

MAX.

10'-0"

MAX.

ba

Wf

LIMITS OF CULVERT

t box,

wall

L

1'-0" (T

YP.)

(TYP.)

| 4" DIA. WEEPHOLE

SEE NOTE 6

(TYP.)

1" PEJF

h

(TYP.)

1" PEJF

OPTIONAL C.J.

C.J.

C.J.

(TYP.)

LINE

GROUND

FINISHED

DESIG

N

HEIG

HT (H)

h

hc

w

hf

6"

BOX SPAN

BO

X RIS

E

4'-

0"

N.F.

MIN.

MAX.

F.F.

E.F.

EXTEN.

DIM.

DIA.

CONC.

CLR.

|

C.J.

TYP.

T&B

SPA.

SHT.

SER.

REINF.

QTY.

PEJF

TYPE A HEADWALL

NOTES

ELEVATIONC

C

t box, wallt box, wall

FOOTING QUANTITIES

| CULVERT

LIMIT

S O

F WIN

GW

ALL A

ND

QUANTITIE

S (T

YP.)

WIN

GW

ALL F

OOTIN

G

| CULVERT

B

A

A

FF

(MIN.)

B

TYPE A HEADWALL

WALL #2

Wall #1

FORESLOPE WALL

DESIGN

FOOTING

L

7'-6"

9'-6"

10'-6"

11'-6"

12'-6"

13'-6"

h Wf

FOOTING DIM.

a

DIMENSIONS

b x

8'-6"

cy

1

1

6'-6"

LENGTH

EXTEN.

1

1

1

1

2

6

5 57'-3" 4'-0" 4'-6" 2'-6" 1'-2" 1'-0" 2'-5"

8'-6" 4'-6"

10'-0" 5'-0"

11'-6" 5'-6"

12'-9" 6'-0"

14'-3" 6'-6"

15'-9" 7'-0"

17'-0" 7'-6"

2'-6" 1'-0" 5

2'-6" 1'-0" 5

2'-6" 1'-0" 5

5'-0" 1'-6"

5'-6" 1'-11"

6'-3" 2'-3"

2'-0" 1'-3" 52'-11"7'-0"

7'-6" 2'-0" 3'-5"

2'-0" 1'-3" 53'-6"8'-9"

2'-0" 1'-3" 63'-11"9'-6"

1'-3" 5

5

5

5

5

5

5

6

2'-5"

2'-5"

3'-10"

4'-2"

5'-3"

6'-2"

8.5

8.5 5'-0"

24.553.02

4.01

5.27

446

533

726

934

1104

1404

1580

2139

6.00 598 0.43

733

830

911

1087

1205

1511

2024

7.38

9.05

0.48

0.52

0.57

0.74

0.80

0.89

0.97

6.69

10.25

12.43

14.82

17.18

16.19

11.35

18.87

24.41

28.17

27.58

28.61

29.90

33.95

35.06

40.14

50.56

hcw

"X" BAR

SIZE SIZE

"Y" BAR

WINGWALL REINFORCING (SEE SHEET 6/6)

hf

1'-6"

1'-6"

1'-6"

1'-6"

2'-0"

2'-0"

2'-0"

2'-0"

TYPE A HEADWALL

LENGTH

WINGWALL

HEIGHT

WINGWALL

H

HEIGHT

DESIGN

Ht.

WALL

CUTOFF

(cy)

QTY.

CONC.

WINGWALL

(lbs)

QTY.

REINF.

WINGWALL

(cy)

QTY.

CONC.

FOOTING

WINGWALL

(lbs)

QTY.

REINF.

FOOTING

WINGWALL

(lbs/ft)*

QTY.

REINF.

FOOTING

CULVERT

(cy/ft)*

QTY.

CONC.

FOOTING

CULVERT

(in)

MAX. SPA.

(in)

MAX. SPA.

16.5 16.5

18

18

18

18

17

17

18

18

18

9

9

9

UR

S

WJ

KR

EVIE

WE

D

DESIG

N

DA

TA S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

2 6

CO

NC

RE

TE

HE

AD

WA

LL

S

FO

R

PR

EC

AS

T

BO

X

CU

LV

ER

TS


OBTAIN THE TOTAL QUANTITY, MULTIPLY THIS VALUE/FOOT BY

WITHIN THE LIMITS OF THE BOX CULVERT PER LINEAR FOOT. TO

* INCLUDES FOOTING AND CUTOFF WALL CONCRETE AND REINFORCING

OF SURVEY ON THE PLANS.

6. SHOW THE STATION AND OFFSET WITH RESPECT TO THE CENTERLINE

SHOWN IN THESE STANDARDS.

5. THESE WALLS SHOULD BE USED ONLY FOR WALL CONFIGURATIONS

4. POROUS BACKFILL NOT SHOWN FOR CLARITY.

3. FOR FORESLOPE WALL REINFORCING AND QUANTITIES, SEE SHEET 6/6.

2. FOR FOOTING DESIGNS, SEE SHEET 6/6.

1. FOR SECTIONS A-A, B-B AND F-F AND VIEW C-C, SEE SHEET 6/6.

ELEVATIONPLAN

LIMITS OF WINGWALL AND

QUANTITIES

WINGWALL FOOTING

L2

1'-0" (TYP.)

| CULVERT

LIMITS OF CULVERT

t box,

Wf

L1

10'-0

" MAX.

Wf

2' M

IN.

5' M

AX.

a

b

45°-

(TYP.)

SPAN/2 +

t box, wall

SPAN/2 +

t box, wall

ba

(TYP.)

1" PEJF

NOTE 6

SEE

(TYP.)

WEEPHOLE

| 4" DIA.

h1

DESIG

N

HEIG

HT (H)

BO

X RIS

E

BOX SPAN

4'-

0"

(MIN.)

hf

hc

w

h2

6"

(TYP.)

LINE

GROUND

FINISHED

WALL #2

C.J.

C.J.

¡

NOTES

TYPE B HEADWALL

GEOMETRIC DIAGRAM

TYPE B HEADWALL

FOOTING QUANTITIES

wall

WIN

GW

ALL F

OOTIN

G Q

UANTITIE

S

LIMIT

S O

F WIN

GW

ALL A

ND

C

C

D D

| CULVERT

| ROADWAY

(TYP.)

HEADWALL

(TYP.)

1" PEJF

| CULVERT

FORESLOPE WALL

WALL #1

OPTIONAL C.J.

A

A

G G F F

B

B

TYPE B HEADWALL

x

FOOTING DIM.

a

DIMENSIONS

b L1 L2 h1 h2

** SEE "GEOMETRIC DIAGRAM"

cy

7'-6"

9'-6"

10'-6"

11'-6"

12'-6"

13'-6"

8'-6"

6'-6"

LENGTH

EXTEN.

1

1

1

3

8

52'-6" 1'-8" 1'-0" 2'-5"

2'-6" 1'-0" 5

2'-6" 1'-0" 5

2'-6" 1'-0" 5

2'-1"

2'-0" 1'-3" 5

2'-11"

2'-0" 4'-1"

2'-0" 1'-3"

2'-0" 1'-3" 6

1'-3" 5

2'-5"

3'-2"

3'-7"

4'-9"

4'-11"

7.25 3'-9"

6

5

5

5

5

5

6

5

67

2'-6"

3'-9"

4'-6"

4'-10" 6.25

7.25

2'-10"

7'-1"

8'-6"

9'-11"

11'-4"

12'-9"

10'-0"

12'-0"

14'-0"

16'-0"

18'-0" 6'-0"

5'-6"

5'-0"

4'-6"

4'-0" 6'-6"

7'-6"

8'-6"

9'-6"

10'-6"

11'-6"

12'-6"

13'-6"7'-6"

7'-0"

6'-6"20'-0"

22'-0"

24'-0"17'-0"

15'-7"

14'-2"

8'-3"

9'-11"

11'-6"

13'-2"

6'-4"

7'-11"

9'-6"

11'-1"

12'-8" 6'-0"

5'-6"

5'-0"

4'-6"

4'-0" 4'-9"

5'-6"

6'-3"

7'-0"

7'-9"

8'-9"

9'-6"

10'-3"7'-6"

7'-0"

6'-6"14'-3"

17'-6"19'-9"

18'-1"

16'-6"

14'-10"

15'-10"

1

1

25.31512

667

921

1118

1464

1787

2321

2928

552

684

819

1006

1222

1569

2213

3149

5.34

7.02

8.93

9.13 0.53

0.58

0.64

0.85

0.93

1.03

1.13

3.89

13.88

16.83

20.07

23.59

6.94

11.62

14.39

21.52

26.54

32.04

38.97

0.47

28.77

30.15

33.53

38.09

45.09

57.50

77.35

25.31422 4933.05 5.94 0.47

28.77

30.15

33.53

38.09

45.09

57.50

77.35

0.53

0.58

0.64

0.85

0.93

1.03

1.13

582

783

960

1245

1535

2020

2587

631

743

914

1119

1431

2019

2902

7.954.05

5.63

7.22

11.32

13.89

16.59

19.61 35.52

28.96

23.91

19.23

12.76

10.20

hcw

"X" BAR

SIZE

"Y" BAR

SIZE

(SEE SHEET 6/6)

WINGWALL REINFORCING

L1 L2 h1 h2

1'-6"4'-9"

1'-6"

1'-6"

1'-6"

5'-6"

8'-0" 2'-0"

7'-0"

9'-0" 2'-0"

2'-0"10'-0"

2'-0"11'-3"

6'-3"

Wf hf

LENGTHS

WINGWALL

HEIGHTS

WINGWALL

LENGTHS

WINGWALL

HEIGHTS

WINGWALL

FOR ALL VALUES OF " ¡"

DESIGN

FOOTING Ht.

WALL

CUTOFF

¡ = 0° **

(cy)

QTY.

CONC.

WINGWALL

(lbs)

QTY.

REINF.

WINGWALL

(cy)

QTY.

CONC.

FOOTING

WINGWALL

(lbs)

QTY.

REINF.

FOOTING

WINGWALL

(cy/ft)*

QTY.

CONC.

FOOTING

CULVERT

(lbs/ft)*

QTY.

REINF.

FOOTING

CULVERT

¡ = 15° **

(cy)

QTY.

CONC.

WINGWALL

(lbs)

QTY.

REINF.

WINGWALL

(cy)

QTY.

CONC.

FOOTING

WINGWALL

(lbs)

QTY.

REINF.

FOOTING

WINGWALL

(cy/ft)*

QTY.

CONC.

FOOTING

CULVERT

(lbs/ft)*

QTY.

REINF.

FOOTING

CULVERT

H

HEIGHT

DESIGN

14.5

14.5

12.5

¡/2

18

15

9

9

8

18

15

18

16

18

SPA.(in)

MAX.

SPA.(in)

MAX.

WJ

K

UR

S

RE

VIE

WE

D

DESIG

N

DA

TA S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

3 6

CO

NC

RE

TE

HE

AD

WA

LL

S

FO

R

PR

EC

AS

T

BO

X

CU

LV

ER

TS













| CULVERT

| ROADWAY

(TYP.)

HEADWALL ¡

GEOMETRIC DIAGRAM

N.F.

MIN.

MAX.

F.F.

E.F.

EXTEN.

DIM.

DIA.

CONC.

CLR.

|

C.J.

NEAR FACE

MINIMUM

MAXIMUM

FAR FACE

EACH FACE

EXTENSION

DIMENSION

DIAMETER

CONCRETE

CLEAR

CENTER LINE

CONSTRUCTION JOINT

TYP.

T&B

SPA.

SHT.

SER.

REINF.

QTY.

PEJF

TYPICAL

TOP AND BOTTOM

SPACING

SHEET

SERIES

REINFORCING

QUANTITY

JOINT FILLER

PREFORMED EXPANSION

LEGEND: NOTES

7'-6"

9'-6"

10'-6"

11'-6"

12'-6"

13'-6"

8'-6"

6'-6" 51'-6"4'-9" 2'-6" 1'-8" 1'-0" 2'-5"

1'-6" 2'-6" 1'-0" 5

1'-6" 2'-6" 1'-0" 5

1'-6" 2'-6" 1'-0" 5

2'-1"5'-6"

8'-0" 2'-0" 2'-0" 1'-3" 5

2'-11"7'-0"

9'-0" 2'-0"2'-0" 4'-1"

2'-0" 2'-0" 1'-3"10'-0"

2'-0" 2'-0" 1'-3" 611'-3"

1'-3" 5

2'-5"

3'-2"

3'-7"

4'-9"

7.25 3'-9"

6

5

5

5

5

5

6

5

6

6'-3" 2'-6"

3'-9"

4'-6"

4'-10" 6.25

7.25

2'-10"

4'-11"

10'-0"

12'-0"

14'-0"

16'-0"

18'-0"

20'-0"

22'-0"

24'-0"

9'-4"

8'-0"

6'-8"

5'-4"

4'-0"

13'-4"

12'-0"

10'-8"

6'-0"

5'-6"

5'-0"

4'-6"

4'-0"

7'-6"

7'-0"

6'-6"

6'-3"

5'-6"

5'-0"

4'-3"

3'-6"

7'-6"

7'-0"

8'-3"

13'-1"

15'-9"

18'-4"

23'-7"

26'-2"

28'-9"

31'-5"

7'-3"

6'-1"

4'-11"

4'-0"

4'-0"

10'-9"

9'-7"

8'-5"

6'-0"

5'-6"

5'-0"

4'-6"

4'-0"

7'-6"

7'-0"

6'-6"

5'-3"

4'-6"

4'-0"

3'-6"

2'-9"

6'-3"

5'-9"

6'-9"

20'-11"

25.31469 5353.40 6.97 0.47

28.77

30.15

33.53

38.09

45.09

57.50

77.35

0.53

0.58

0.64

0.85

0.93

1.03

1.13

8.824.51

5.94

7.63

12.06

14.71

17.63

20.84 40.55

32.96

27.05

21.66

14.26

11.32

25.31407 4682.83 5.71 0.47

28.77

30.15

33.53

38.09

45.09

57.50

77.35

0.53

0.58

0.64

0.85

0.93

1.03

1.13

7.743.99

5.35

6.87

10.85

13.29

15.91

18.84 35.74

29.11

23.89

19.13

12.64

10.051

1

1

3

8

7

1

1

531

772

917

1189

1483

1957

2520

625

739

910

1115

1402

2019

2906

676

793

978

1196

1575

2226

3223

590

825

983

1325

1622

2157

2772

Wf hf

** SEE "GEOMETRIC DIAGRAM" ON SHEET 3/6

TYPE B HEADWALL

x

FOOTING DIM.

a

DIMENSIONS

b

DESIGN

FOOTING

L1 L2 h1 h2cy

LENGTH

EXTEN.

hcw

"X" BAR

SIZE

"Y" BAR

SIZE

(SEE SHEET 6/6)

WINGWALL REINFORCING

L1 L2 h1 h2

LENGTHS

WINGWALL

HEIGHTS

WINGWALL

LENGTHS

WINGWALL

HEIGHTS

WINGWALL

H

HEIGHT

DESIGN

FOR ALL VALUES OF ¡ ¡ = 30° ** ¡ = 45° **

Ht.

WALL

CUTOFF

(cy)

QTY.

CONC.

FOOTING

WINGWALL

(lbs)

QTY.

REINF.

WINGWALL

(cy)

QTY.

CONC.

WINGWALL

(lbs)

QTY.

REINF.

FOOTING

WINGWALL

(cy/ft)*

QTY.

CONC.

FOOTING

CULVERT

(lbs/ft)*

QTY.

REINF.

FOOTING

CULVERT

(cy)

QTY.

CONC.

WINGWALL

(lbs)

QTY.

REINF.

WINGWALL

(cy)

QTY.

CONC.

FOOTING

WINGWALL

(lbs)

QTY.

REINF.

FOOTING

WINGWALL

(cy/ft)*

QTY.

CONC.

FOOTING

CULVERT

(lbS/ft)*

QTY.

REINF.

FOOTING

CULVERT

14.5

14.5

12.5

SPA.(in)

MAX.

SPA.(in)

MAX.

1. FOR NOTES, SEE SHEET 3/6.

18

15

18

18

16

18

15

9

9

8

UR

S

WJ

KR

EVIE

WE

D

DESIG

N

DA

TA S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

4 6

CO

NC

RE

TE

HE

AD

WA

LL

S

FO

R

PR

EC

AS

T

BO

X

CU

LV

ER

TS

| CULVERT

Wf

ba

2' MIN. 10'-0" MAX. SPAN/2 + SPAN/2 +

1'-0" (TYP.)

L

LIMITS OF CULVERT

t box,

LIMITS OF WINGWALL AND

L

Wf

FOOTING QUANTITIES

wall

QUANTITIES (TYP.)

WINGWALL FOOTING

(TYP.)

WEEPHOLE

| 4" DIA.

(TYP.)

1" PEJF

EESEE NOTE 6

DESIG

N

HEIG

HT (H)

BOX SPAN

6"

hf

BO

X RIS

E

4'-

0"

hc

w

(TYP.)

LINE

GROUND

FINISHED

A

AB

B

G G

ab

5' MAX. t box, wall t box, wall

(MIN.)

OPTIONAL C.J.

| CULVERT FORESLOPE WALL

C.J.

(TYP.)

1" PEJF

C.J.

7'-6"

9'-6"

10'-6"

11'-6"

12'-6"

13'-6"

8'-6"

6'-6"

1

1

1

1

1

1

14'-0"

24'-0"

4

5

5 52'-6" 1'-5" 1'-0" 2'-5"

2'-6" 1'-0" 5

2'-6" 1'-0" 5

2'-6" 1'-0" 5

2'-0"

2'-0" 1'-3" 5

2'-11"

2'-0"

3'-8"

2'-0" 1'-3"

3'-10"

2'-0" 1'-3" 6

4'-3"

1'-3"

5

5

5

5

6

2'-5"

3'-8"

4'-6"

5'-4"

5'-2"

6.5

10'-0"

12'-0"

18'-0"

16'-0"

22'-0"

20'-0"

2'-7"

4'-8"

6

6

6

6

3'-6"

3'-11"

8.75

8.75

4.82 528 8.62 587 0.49 27.84

749

1012

1261

1485

2201

2775

3454

695

823

1044

1278

1478

2028

2635

6.67

8.82

0.55

0.59

0.64

0.85

0.92

1.0

1.06

11.26

17.50

21.30

25.47

42.67

36.67

31.12

25.34

16.89

13.62

11.00 29.04

30.15

33.53

38.01

39.56

49.17

58.62

FOOTING DIM. DIMENSIONS

hcw b x cy

LENGTH

EXTEN."X" BAR

SIZE SIZE

"Y" BAR

WINGWALL REINFORCING (SEE SHEET 6/6)

DESIGN

FOOTING

TYPE C HEADWALL

aL Wf hf

1'-6"5'-3"

1'-6"

1'-6"

1'-6"

5'-9"

6'-3"

2'-0"

7'-0"

8'-0"

2'-0"

2'-0"

9'-0"

2'-0"

9'-9"

10'-6"

(in)

MAX. SPA.

(in)

MAX. SPA.

N.F.

MIN.

MAX.

F.F.

E.F.

EXTEN.

DIM.

DIA.

CONC.

CLR.

|

C.J.

NEAR FACE

MINIMUM

MAXIMUM

FAR FACE

EACH FACE

EXTENSION

DIMENSION

DIAMETER

CONCRETE

CLEAR

CENTER LINE

CONSTRUCTION JOINT

TYP.

T&B

SPA.

SHT.

SER.

REINF.

QTY.

PEJF

TYPICAL

TOP AND BOTTOM

SPACING

SHEET

SERIES

REINFORCING

QUANTITY

JOINT FILLER

PREFORMED EXPANSION

LEGEND:

NOTES

ELEVATIONPLAN

TYPE C HEADWALL

TYPE C HEADWALL

LENGTH

WINGWALL

H

HEIGHT

DESIGN

Ht.

WALL

CUTOFF

(cy)

QTY.

CONC.

WINGWALL

(lbs)

QTY.

REINF.

WINGWALL

(cy)

QTY.

CONC.

FOOTING

WINGWALL

(lbs)

QTY.

REINF.

FOOTING

WINGWALL

(cy/ft)*

QTY.

CONC.

FOOTING

CULVERT

(lbs/ft)*

QTY.

REINF.

FOOTING

CULVERT

17.5

17.5

17.5

17.5

30.0

12

18

18

16

13

12

9

9

8

UR

S

WJ

KR

EVIE

WE

D

DESIG

N

DA

TA S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

5 6

CO

NC

RE

TE

HE

AD

WA

LL

S

FO

R

PR

EC

AS

T

BO

X

CU

LV

ER

TS













"X" (F.F.)

#5 C

OR

NE

R B

AR (E.F.)

SER."X" BARS @"x" c/c (F.F.)

"Y" BARS @ "y" c/c (F.F.)

#5

@ 18

" M

AX.

18"

SE

R. #

5

#5

@ 18

" M

AX.

18"

SE

R. #

5


SER. "X" BARS @ "x" c/c (F.F.)


SER. "X" BARS @ "x" c/c (F.F.)

"V" BARS @ "v" c/c (T)

SE

R. #

5

@ 18

"

2-#

5 B

AR

S

"Z" BARS @ "z" c/c

Wf

hc

w

4'-

0"(

MIN.)

hf

#5 @ 18"MAX.

a

t box,

BO

X RIS

E

Wf

1'-6"

#5 @ 18"MAX.

hc

whf

c

H

#5

@ 18

" M

AX. (E.F.)

SER. #5 @ 18" MAX. c/c (N.F.)

1" PEJF

#5 (E.F.)

#5

@ 18

" M

AX.

WINGWALLb

a

(MAX.)

@ "z" c/c

"Z" BARS #5

(T&B)

FOOTING

WINGWALL

(MAX.)

@ "w" c/c

"W" BARS

(MAX.)

@ "v" c/c

"V" BARS

@"y" c/c (MAX.)

"Y" BARS

@ 18"

SER. #5

@„IN/FT

WEEPHOLE

| 4" DIA.

6"

MIN.

3"

3"

CL

R.

CL

R.

VA

RIES

#5

@

t box,

(E.F.)

18"M

AX.

top

#5 @ 12"MAX.

ANCHOR DOWELS

1'-6")

MA

X.

(MIN.6"

@ 12"MAX.

#5

FORESLOPE WALL

CL

R.

3"

bot MAX.

#5 @ 18"

#5#5

FOOTING

POUR

CLOSURE

(T&B)

CUTOFF WALL

(MAX.)

@ "z" c/c

"Z" BARS1'-6"

| CULVERT

(CU

TO

FF

WA

LL)

"W" BARS @ "w" c/c (B)

MA

X. (T

&B)

"V" BARS @ "v" c/c (T)

"V" B

ARS @ "v

" c/c (T)

SER. #5 @ 18"

"Z" B

ARS @ "z

" c/c

2-#

5 B

ARS

(T&B, TYP.)

FAN #5

(T&B, TYP.)

FAN #5

"Z" BAR

b

#5 (E.F.)

#5 (E.F.)

1" PEJF

SER. #5 @ 18" MAX. c/c (N.F.)

c/c (E.F.)

@ 18

" M

AX.

(MA

X.)

c/c (E.F.)

c/c (E.F.)

(MA

X.) c/c (E.F.)

@ 18

" M

AX.

SER. #5 @ 18" MAX. c/c (N.F.)

1" PEJF

c/c (E.F.)

NOTE 10

SEE

(MAX.)

@ "x" c/c

"X" BARS

(TYP.)

GROUND LINE

FINISHED

LEVEL

(SEE NOTE 9)

2:1

(SEE N

OTE 8)

12"

MA

X.

| CULVERT

*

FOOTING REINFORCING

DESIGN

FOOTING

1

v

5 518 1'-0"

1'-3"

WALL (ft)

FORESLOPE

HEIGHT OF

1'-6"

6"

1'-6"

6"

FORESLOPE WALL QUANTITIES

2

3

7

8

5

5

6

6

6

15

12

9

5

5

18

18

6.70 0.02

0.06

7.22 0.03

0.07

10.87

11.394

5

5

5

18

15

5

5 9

12

15

12

6

6

6

15

186

18

15

w, z

"V" BAR

BY [BOX SPAN + 2x (BOX WALL THICKNESS)].

TOTAL QUANTITY, MULTIPLY THIS VALUE/FOOT

CULVERT PER LINEAR FOOT. TO OBTAIN THE

REINFORCING WITHIN THE LIMITS OF THE BOX

INCLUDES FORESLOPE WALL CONCRETE AND

SIZESIZE

BARS

"W", "Z"

2:1

"W" B

ARS @ "w

" c/c (B)

(CUTOFF W

ALL)

"W" BARS @ "w" c/c (B)

(in)

MAX. SPA.

(in)

MAX. SPA.

b >

WIDTH

(lbs/ft)*

REINF. QTY.

FORESLOPE WALL

(cy/ft)*

CONC. QTY.

FORESLOPE WALL

TYPE B WINGWALL #2 TYPE C WINGWALL

NOTES



TYPE A (TYP.) OR TYPE B (WALL #1) WINGWALL TYPE B (WALL #2) OR TYPE C WINGWALL (TYP.)

TYPE A (TYP.) OR TYPE B (WINGWALL #1)

VIEW D-DVIEW C-C VIEW E-E

SECTION G-G

SECTION A-A

SECTION B-B

SECTION F-F

WJ

K

UR

S

RE

VIE

WE

D

DESIG

N

DA

TA S

HE

ET

DESIG

NE

DC

HE

CK

ED

EN

GIN

EE

RIN

G

ST

RU

CT

UR

AL

OF

FIC

E

OF

6 6

CO

NC

RE

TE

HE

AD

WA

LL

S

FO

R

PR

EC

AS

T

BO

X

CU

LV

ER

TS

SPAN > 12'-0" WALL THICKNESS = 12"

SPAN = 10'-0" WALL THICKNESS = 10"

SPAN = 8'-0" WALL THICKNESS = 8"

11. WALL THICKNESS (t box, wall) FOR PRECAST BOX CULVERT IS AS FOLLOWS:

BY MEANS OF A SERRATED TROWEL.

IS INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4"

10. THE INTERFACE BETWEEN THE TOP OF FOOTING AND BASE OF WINGWALL STEM

9. LEVEL SURFACE WITH 2 FOOT LIVE LOAD SURCHARGE IS FOR TYPE C WINGWALLS.

8. 2:1 BACKSLOPE IS FOR TYPE A WINGWALLS AND TYPE B WINGWALLS.

7. FOR SIZE AND SPACING OF "X" AND "Y" BARS SEE SHEETS 2/6 TO 5/6.

6. FOR THE LOCATION OF SECTION G-G, SEE SHEETS 3/6 AND 5/6.

5. FOR THE LOCATION OF VIEW E-E, SEE SHEET 5/6.

4. FOR THE LOCATION OF VIEW D-D SEE SHEET 3/6.

3. FOR THE LOCATIONS OF VIEW C-C AND SECTION F-F, SEE SHEETS 2/6 AND 3/6.

2. FOR THE LOCATIONS OF SECTIONS A-A AND B-B, SEE SHEETS 2/6, 3/6 AND 5/6.

1. FOR THE GENERAL NOTES SEE SHEET 1/6.

Documents

OHIO DEPARTMENT OF TRANSPORTATION Updates... · 4/21/2017 · (culvert inlet bevel shown) notes footing plan legend: wingwall elevation section b-b 2. for precast box culvert details,