DIMENSION "X" MEASURED ALONG FRONT FACE OF WINGWALL.

DESIGN DATA

GEOTECHNICAL WINGWALL

WINGWALL DATA

BOX CULVERT DESIGN DATA

CLEAR SPAN, ft.

MIN. FILL HEIGHT, ft.

MAX. FILL HEIGHT, ft.*

LIVE LOAD

TEST LEVEL

RAILING / BARRIERTL-

2

WINGWALL 1

WINGWALL 2

WINGWALL 3

WINGWALL 4

LOCATION DIMENSION "X"ELEVATION CELEVATION BELEVATION A

C

c

A

A

D

BB

FL

OW

IN

DIC

AT

E

SL

OP

E

ELEVATION B (TYP.)

ELEVATION A (TYP.)

INVERT SLAB EL.INVERT SLAB EL.

FLOW

-LEVEL--LEVEL-

CULVERT PLAN VIEW

TYPICAL LOW FLOW DISH OPTION

CULVERT SECTION B-B

SECTION C-C

LONGITUDINAL ELEVATION A-A

D

VARIES

** * *********

** * * * * ***** * **

* **

*** ** ***** *

**

* ***** *** * * **

*

***

*

*

* *

** *

*

**

PERMIT VEHICLE

HL93 AND NYS

(lb/ft )

RESISTANCE

BEARING

STATE

LIMIT

SERVICE

MAXIMUM

(lb/ft )

WEIGHT

UNIT

SOIL

TOTAL

(DEGREES)

SOIL

FOUNDATION

OF

ANGLE

FRICTION

(DEGREES)

WALL

BY THE

RETAINED

OF SOIL

ANGLE

FRICTION

SLIDING

FOR

FRICTION

OF

COEFFICIENT

NOMINAL

SLIDING

FOR

FACTOR

RESISTANCE

STATE

LIMIT

STRENGTH

BEARING

FOR

FACTOR

RESISTANCE

STATE

LIMIT

STRENGTH

3

NOT SHOWN FOR CLARITY.

REINFORCEMENT IN BOX CULVERT AND CUT OFF WALL

NOTE:

STRUCTURE RISE, ft.

(TOTAL CULVERT LENGTH)

(PERPENDICULAR TO OVER ROADWAY)

(PERPENDICULAR TO OVER ROADWAY)

OF ROADWAYc

FACE OF RAIL (TYP.)

WATERPROOFING MEMBRANE (IF REQUIRED)

SEE BD-CB4E

CLOSURE POUR (TYP.)

PRECAST WINGWALL

(IF MECESSARY)

NATIVE STREAMBED MATERIAL

SEE NOTE 2

4'-

0"

MIN. (T

YP.)

OF WATERWAY

FINISHED GROUND/BOTTOM

(SEE NOTE 1)

GEOTEXTILE BEDDING

T.G.L.AS HIGHWAY SLOPE (TYP.)

HEADWALL SLOPE SAME

CUT-OFF WALL (TYP.)

PRECAST

SEE NOTE 2

OF GRADE

INDICATE %

DESIGN FILL HEIGHT**

AND SLOPE OF CULVERT.

BASED ON CROSS SLOPE OF ROADWAY

MINIMUM FILL HEIGHTS WILL VARY

ACTUAL LOCATION OF MAXIMUM AND

SAMPLE LOCATION OF FILL HEIGHT.

DESIGNER NOTE:

**

(TYP.)

ELEVATION C

(TYP.)

2'-0"

4. FOR SECTION D-D, SEE DWG. NO. BD-CB4E.

3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1".

vvMATERIAL MEETING THE REQUIREMENTS OF SECTION 204.

vTHE UNITS SHALL BE GROUTED WITH CONTROLLED LOW STRENGTH

vTHE PRECAST UNITS, THE AREAS BENEATH, IN FRONT AND BEHIND

vA PRIMARY SIZE DESIGNATION OF 2. AFTER PLACING AND LEVELING

vOF MATERIAL DESIGNATION 703-0201, 703-0202 OR 703-0204 WITH

vLEVELING BED OF CRUSHED MATERIAL MEETING THE REQUIREMENTS

2. PRECAST CUT-OFF WALLS AND WINGWALLS SHALL BE PLACED ON A

vWITH STAGING REQUIREMENTS.

vPRECAST BOX CULVERT SEGMENT LENGTH MUST BE COMPATIBLE

vTHE CONTRACTOR. IF STAGED CONSTRUCTION IS EMPLOYED, THE

1. THE LENGTH OF EACH CULVERT SEGMENT SHALL BE DETERMINED BY

NOTES:

y(IF MECESSARY)

NATIVE STREAMBED MATERIAL

(IF MECESSARY)

MATERIAL

NATIVE STREAMBED

4'-

0"

MIN.

1" MIN.

DRILLED IN FIELD

1'-0" EMBED. (TYP.)

GROUT (SEE NOTE "A")

1'-6" MIN.

4. ASSUME A SURCHARGE LOAD OF ____ POUNDS PER SQUARE FOOT.

3. USE SUBMERGED UNIT WEIGHTS BELOW THE GROUNDWATER ELEVATIONS PROVIDED.

2. FOR THE BEARING ANALYSES, ASSUME A GROUNDWATER ELEVATION OF ____ FEET.

1. FOR THE SLIDING AND ECCENTRICITY ANALYSES, ASSUME A GROUND WATER ELEVATION OF ____ FEET.

WINGWALL 4

X

1'-6" MIN. (TYP.)

BREAK LINE (TYP.)

THEORETICAL SHOULDER

OF OVER ROADWAYc

STA.

STRUCTURE OPENING ENDS

1'-6" MIN. (TYP.)

X

WINGWALL 2

"" " "" " ""

"" "

""

" """""" "

"""

"

*

*

X

WINGWALL 1

2'-

3"

SHOULDER

LA

NE

LA

NE

SHOULDER

WINGWALL 3

X

CLOSURE POUR (TYP.)

EQUALITY STATION

INDICATE SKEW ANGLE

(IF NECESSARY)

NATIVE STREAMBED MATERIAL

FOR DOWELS INTO CUT-OFF WALL

2" DIA. FORMED HOLES @ 12"

CL

EA

R

RIS

E

ST

RU

CT

UR

E

RIS

E

FLOWj CLEAR SPAN

C

""

""

""

""

*

*** * * *

******

9"RAILING

HEADWALL

CUT-OFF WALL

CUT-OFF WALL

PROPOSED STRUCTURE

@ 12"

COATED BARS

#5 EPOXY

TO BE REMOVED

EXISTING STRUCTURE

STA.

STRUCTURE OPENING BEGINS

BOTTOM BOX CULVERT SLAB

2" DIA. FORMED HOLE

OR CURVE DATA

INDICATE AZIMUTH

AZIMUTH

INDICATE

SLOPESLOPE

PROPOSED STRUCTURE

THE TOP SLAB TO THE TOP OF THE PAVEMENT.

FILL IN VALUE) MEASURED FROM THE TOP OF

ON ACTUAL TOP SLAB THICKNESS. (DESIGNER TO

. FABRICATOR SHALL ADJUST BASED

BASED ON ASSUMED TOP SLAB THICKNESS OF 1'-0" MIN.

1'-0" MIN.

DESIGNATE ANGLE

DESIGNATE ANGLE

DESIGNATE ANGLE

THE GROUT.

MATERIAL ON BOTH SIDES OF THE KEYWAY TO CONTAIN

CAULK, CLOSED CELL FOAM OR OTHER SUITABLE

BEVELED TO MATCH THE GRADE. PLACE A BEAD OF

5%, THE TOP OF THE CUT-OFF WALL SHOULD BE

DOWEL HOLES. WHEN THE GRADE OF THE BOX EXCEEDS

SHALL BE GROUTED WITH THE SAME MATERIAL AS THE

701-06. THE KEYWAY y MEET THE REQUIREMENTS OF

SPECIFICATION SECTION 586 EXCEPT THE GROUT SHALL

AND GROUTED PER THE REQUIREMENTS OF STANDARD

WALL TO THE BOX CULVERT SHALL BE DRILLED

DOWEL BARS USED TO ATTACH THE CUT-OFF

NOTE "A":

2'-

3"

OF ROADWAY, DEG. c

TOj SKEW ANGLE

TWO PRECAST CULVERT SEGMENTS.

LEVELS REQUIRE A POSITIVE CONNECTION BETWEEN

LEVEL REQUIREMENT ON THE PLANS. TL-4 AND HIGHER

DESIGNER MUST INDICATE THE RAILINGv/vBARRIER TEST

IF RAILINGv/vBARRIER IS ATTACHED TO THE HEADWALL THE

FOR RAILING DETAILS, SEE BD-CB8E.

AND EMBANKMENT SHEET(S).

LIMITS IN THE CULVERT PLAN VIEW OR IN THE EXCAVATION

LIMITS OF STONE FILL NOT SHOWN. DESIGNER SHALL INDICATE

FOR WINGWALL CLOSURE POUR DETAILS, SEE BD-CB4E.

FOR LEGEND, SEE BD-CB2E.

SEE BD-CB4E OR CB5E.

WINGWALL DATA TABLE FOR PRECAST WINGWALLS ONLY.

DESIGNER SHALL DETERMINE DIMENSION "X", IN THE

STRUCTURAL DRAIN AS SHOWN ON BD-EE3E.

REQUIRED, USE 4" DIA. PIPE AND PREFABRICATED

TO THE BRIDGE MANUAL, SECTION 11. IF WEEPHOLES ARE

SHOW WEEPHOLES IN THE WINGWALLS IF REQUIRED. REFER

FOR WATERPROOFING MEMBRANE DETAILS, SEE BD-CB4E.

THE HIGHWAY DESIGN MANUAL.

DESIGN GUIDANCE CAN BE FOUND IN CHAPTER 19 OF

vFOR TABLE, SEE BD-CB10E.

B) LOAD RATING TABLE (BLANK, TO BE FILLED IN BY E.I.C.)

A) HYDRAULIC DATA TABLE

OF THE STANDARD SPECIFICATIONS SHALL INCLUDE:

BRIDGE SIZE CULVERTS AS DEFINED BY 101-02

DESIGNER NOTES:

PLAN AND SECTIONS

PRECAST BOX CULVERT

R1

REVISED

BD-CB1E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

UL-2016 11:1

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BD-

CB1E.d

gn

RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

FACE OF RAIL (TYP.)

DESIGNATE ANGLE

1•" X 6"

2 KEYWAYS

1'-0"

1'-0"

0 (TYP.)

3'-0"

H

F

F

G

G

PLAN

FLO

W

H

EXISTING GROUND SURFACE

LEGEND

EE

* ***

**

**

** *

***

* *** *

* **

* **

DESIGNATION AS INDICATED IN THE FOUNDATION DESIGN REPORT.

DESIGNATION 703-0201, 703-0202 OR 703-0204 WITH A PRIMARY SIZE

CRUSHED MATERIAL MEETING THE REQUIREMENTS OF MATERIAL

SEE NOTE 2 ON BD-CB1E.

ADDITIONAL MATERIAL. COST TO BE INCLUDED IN PRECAST ITEMS.

UP SUFFICIENTLY WITHIN 24 HOURS TO ALLOW PLACEMENT OF

(FOR REQUIREMENTS OF THIS MATERIAL, SEE ABOVE) AND SETS

THAT IT FLOWS INTO THE VOIDS OF THE CRUSHED MATERIAL

REQUIREMENTS OF SECTION 204. CLSM SHALL BE DESIGNED SO

CONTROLLED LOW STRENGTH MATERIAL (CLSM) MEETING THE

SHOWN FOR CLARITY, SEE BD-EE5E.

ABOVE STONE FILLING NOT

STONE FILLING AND BEDDING

NOTE:

PURPOSES ONLY

SHOWN FOR ILLUSTRATIVE

EXAMPLE OF PRECAST BINWALL

FOR STRUCTURE EXCAVATION (ITEM 206.01 - BRIDGE ESTIMATE)

AREA ENCLOSED WITHIN THESE LINES DESIGNATES PAYMENT LINES

AREA ENCLOSED WITHIN THESE LINES DESIGNATES PAYMENT LINES

WITHIN THESE LINES, EXCAVATE IN ACCORDANCE WITH ITEM 206.01

STRUCTURE EXCAVATION AND BACKFILL IN ACCORDANCE WITH

ITEM 203.07 SELECT GRANULAR FILL OR ITEM 203.21 SELECT

STRUCTURE FILL, ITEM 206.01 SUITABLE EXCAVATED MATERIAL

AND CRUSHED MATERIAL MEETING THE REQUIREMENTS OF MATERIAL

DESIGNATION 703-0201, 703-0202 OR 703-0204 WITH A PRIMARY SIZE

SELECT GRANULAR FILL (ITEM 203.07), SPANS < 20 ft. (H'WAY EST.)

OF STANDARD PROCTOR MAXIMUM DENSITY (BRIDGE ESTIMATE)

SELECT STRUCTURE FILL (ITEM 203.21), COMPACTED TO 95%

DETERMINED BY DESIGNER.

NATIVE STREAMBED MATERIAL, NECESSITY AND THICKNESS TO BE

NOTE 2 ON BD-CB1E)

FOR TRENCH & CULVERT EXCAVATION - (ITEM 206.0201) (SEE

OR 206.0201 (TRENCH & CULVERT EXCAVATION)

UNDER ITEM 206.01, STRUCTURE EXCAVATION (BRIDGE ESTIMATE)

BACKFILL WITH SUITABLE EXCAVATED MATERIAL AS PROVIDED FOR

""

""

""

""

" ""

""

""

""

""" "

""

" " """"

" ""

""" ""

"

""

"

" "

" "

"

"

""

""

"

" "

"

"

""

"

"

"

"

""

"

"

3'-0"

FOOTING (TYP.)

EDGE OF

(SEE NOTE 2 ON BD-CB1E)

PRECAST WINGWALL (TYP)

ITEM BID FOR WINGWALL (TYP.)

WINGWALL TO BE INCLUDED IN

EXCAVATION & EMBANKMENT FOR

1'-0"

0" (TYP.)

STA.

STRUCTURE OPENING ENDS

AND CRUSHED MATERIAL (TYP.)

LIMITS OF SELECT STRUCTURAL FILL

OF ROADWAYc

EQUALITY STATION

TO BE REMOVED

EXISTING STRUCTURE

EDGE OF BIN (TYP.)

ITEM BID FOR WINGWALL (TYP.)

BINWALL TO BE INCLUDED IN

EXCAVATION & EMBANKMENT FOR

1'-0" (TYP.)

ITEM ARE PAID FOR BY APPROPRIATE ITEMS.

OF ITEMS INCLUDED IN PRECAST WINGWALL

STRUCTURE EXCAVATION & BACKFILL OUTSIDE

(IF NECESSARY)

NATIVE STREAMBED MATERIALBOX CULVERT UNIT

STREAM BED

STONE FILLING

RE

FE

R

TO

EIv1

0-028.

DI

ME

NSIO

N

TO

BE

DE

TE

RMIN

ED,

1'-0" MIN. (TYP.)

0" (TYP.)

GEOTEXTILE BEDDING

GEOTEXTILE BEDDING

ILLUSTRATIVE PURPOSES ONLY

WINGWALL SHOWN FOR

EXAMPLE OF PRECAST CANTILEVER

OR CURVE DATA

INDICATE AZIMUTH

(TY

P.)

0"

(TY

P.)

0"

MIN.

3'-0"

MIN.3'-0"

MIN.3'-0"

MIN.

3'-0"

STONE FILLING (HEAVY) (ITEM 620.05)

STONE FILLING (MEDIUM) (ITEM 620.04) OR

1'-0" MIN.

1'-0" MIN.

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

STA.

STRUCTURE OPENING BEGINS

1'-0"

1'-0"

(AS REQUIRED)

STRUCTURAL DRAIN (TYP.)

PREFABRICATED COMPOSITE

* ***

**

**

** *

***

* *** *

(IF NECESSARY)

NATIVE STREAMBED MATERIALBOX CULVERT UNIT

STREAM BED

STONE FILLING

RE

FE

R

TO

EIv1

0-028.

DI

ME

NSIO

N

TO

BE

DE

TE

RMIN

ED,

0" (TYP.)

GEOTEXTILE BEDDING

(PRECAST CUT-OFF WALL)

SECTION H-H

1'-0" MIN.

1'-0" MIN.REQUIRED, REFER TO BRIDGE MANUAL, SECTION 11.

INDICATE COFFERDAMS IN PLAN VIEW AS REQUIRED. SHOW WEEPHOLES IN THE WINGWALL IF

CONVEY WATER.

CONTROLLED LOW STRENGTH MATERIAL IS NOT REQUIRED IF THE CULVERT DOES NOT

EXCAVATION ITEM.

SEE BRIDGE MANUAL SECTION 4 FOR GUIDELINES ON SELECTING THE PROPER TRENCH & CULVERT

SHOULD BE SHOWN ON THE CONTRACT PLANS.

DUE TO THE OPTION OF USING A PRECAST OR CAST-IN-PLACE CUT-OFF WALL, BOTH SECTIONS

THE COST OF EARTHWORK.

WINGWALL ITEMS INCLUDE THE COST OF EARTHWORK. C.I.P. WINGWALLS DO NOT INCLUDE

FOR C.I.P WINGWALL SECTIONS, SEE SECTION B-B ON BD-EE3E AND EE4E. PRECAST

IF WEEPHOLES ARE REQUIRED USE 4" DIA. PIPE AND STRUCTURAL DRAIN AS SHOWN IN BD-EE3E.

FOR SECTIONS E-E, F-F & G-G, SEE BD-CB3E.

DESIGNER NOTES:

GEOTEXTILE BEDDING

PRECAST CUT-OFF WALL CAST-IN-PLACE CUT-OFF WALL

(CAST-IN-PLACE CUT-OFF WALL)

SECTION H-H

TO FORM WALL

USE EXISTING EARTH

SUITABLE EXCAVATED MATERIAL.

IF CONCRETE IS USED IN LIEU OF

THERE IS NO ADDITIONAL PAYMENT

(SEE BD-EE5E)

VARIES

(SEE BD-EE5E)

VARIES

ARE INCLUDED IN THE PRICE BID FOR THE WINGWALL ITEM.

DESIGNATION OF 2. FOR PRECAST WINGWALLS ALL THESE ITEMS

DETAILS (1 OF 2)

EXCAVATION AND EMBANKMENT

PRECAST BOX CULVERT

R1

REVISED

BD-CB2E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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E.d

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

SECTION E-E

(PRECAST CANTILEVER WINGWALL ON SOIL SECTION)

SECTION G-G(PRECAST BINWALL ON SOIL SECTION)

SECTION F-F

1

1.5

1

1.5

0

1

1.5

1

1.5

* *

***

*

*

*

* *

* ** *

**

**

*

* *

* *

+

" "

""

"""

""" """ "

" ""

""""

""

"

"

"

"

"

""

"" "

" " """

" """

"" "

"

SUBGRADE OF ROADWAYTOP OF ROADWAY

SAME TIME (TYP.)

BE PLACED TOGETHER AT THE

OF THE VERTICAL LINE SHALL

MATERIALS ON BOTH SIDES

PROPOSED BOX CULVERT

TO BE REMOVED

EXISTING CULVERT

(IF NECESSARY)

NATIVE STREAMBED MATERIAL

ITEM ARE PAID FOR BY APPROPRIATE ITEMS.

OF ITEMS INCLUDED IN PRECAST WINGWALL

STRUCTURE EXCAVATION & BACKFILL OUTSIDE

ON BD-CB1E

SEE NOTE 2

ON BD-CB1E

SEE NOTE 2

ITEM ARE PAID FOR BY APPROPRIATE ITEMS.

OF ITEMS INCLUDED IN PRECAST WINGWALL

STRUCTURE EXCAVATION & BACKFILL OUTSIDE

(SEE NOTE 4 ON BD-EE1)

SLOPE PROTECTION

SURFACE

FINISHED GROUND

SURFACE

FINISHED GROUND

SAME TIME

BE PLACED TOGETHER AT THE

OF THE VERTICAL LINE SHALL

MATERIALS ON BOTH SIDES

SURFACE

FINISHED GROUND

TOP OF ROADWAYSUBGRADE OF ROADWAY

SAME TIME

BE PLACED TOGETHER AT THE

OF THE VERTICAL LINE SHALL

MATERIALS ON BOTH SIDES

(TYP.)

3'-0"

0" MIN.

2'-0" MAX.

0" MIN.

(SEE DESIGNER NOTE)HIGHWAY ITEMS

0"

2'-0" (TYP.)

0" (TYP.)

8"

3'-0"

8"

1'-0"

1'-0" MIN.

3'-0" MIN.

1'-0" MIN.1'-0" MIN.

(SEE NOTE 4 ON BD-EE1E)

SLOPE PROTECTION

0" TYP.

4'-0"

MIN.

4'-0"

MIN.

SURFACE

FINISHED GROUND

4'-

0"

MIN.

BEDDING

GEOTEXTILE

4'-

0"

MIN.

BEDDING

GEOTEXTILE

BEDDING

GEOTEXTILE

*

MATERIAL IS ON TOP OF BOX CULVERT.

1'-0" MIN. WHEN HIGHWAY EMBANKMENT*

(AS REQUIRED)

STRUCTURAL DRAIN (TYP.)

PREFABRICATED COMPOSITE

(AS REQUIRED)

STRUCTURAL DRAIN (TYP.)

PREFABRICATED COMPOSITE

PROJECT REQUIREMENTS.

AND ASPHALT CONCRETE OR PCC CONCRETE PAVEMENT AS PER

HIGHWAY ITEMS MAY INCLUDE EMBANKMENT IN PLACE, SUBBASE

STRUCTURAL DRAIN AS SHOWN ON BD-EE3E.

REQUIRED, USE 4" DIA. PIPE AND PREFABRICATED

TO THE BRIDGE MANUAL, SECTION 11. IF WEEPHOLES ARE

SHOW WEEPHOLES IN THE WINGWALLS IF REQUIRED. REFER

FOR ADDITIONAL DESIGNER NOTES AND LEGEND, SEE BD-CB2E.

ON BD-EE1E.

FOR STRUCTURE EXCAVATION GUIDELINES, SEE NOTE 18

FOR SECTIONS E-E, G-G & F-F LOCATIONS, SEE BD-CB2E.

DESIGNER NOTES:

DETAILS (2 OF 2)

EXCAVATION AND EMBANKMENT

PRECAST BOX CULVERT

R1

REVISED

BD-CB3E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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CB3

E.d

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

WATERPROOF MEMBRANE, LOCATE AS SHOWN.

WHEN SPLICES ARE REQUIRED IN THE

NOTE:

SPLICE DETAIL

WATERPROOF MEMBRANE

SECTION A-ACULVERT SECTION

WATERPROOFING MEMBRANE AT HEADWALL

SECTION D-D

SECTION J-J

BOX CULVERT BARREL

6"

CLOSURE POUR REINFORCEMENT SECTION

SECTION I-I

CLOSURE POUR DETAIL

(SEE DESIGNER NOTE)

(SEE DESIGNER NOTE)

DRAINAGE REQUIREMENTS ON PLANS.

1% SLOPE TO DRAIN AFTER DL DEFLECTION. SHOW

FLAT TOP BOX CULVERTS REQUIRE A MINIMUM

CORROSION. EPOXY COATED BARS SHOWN.

ALL BARS ARE TO HAVE PROTECTION FROM

BETWEEN CULVERT AND CAST-IN-PLACE WINGWALL.

MECHANICAL CONNECTION SHOULD BE MADE

CAST-IN-PLACE WINGWALLS ARE USED. A SIMILAR

A CLOSURE POUR IS NOT REQUIRED IF

OF THE CLOSURE POUR.

AT SPACINGS SIMILAR TO THE LOWER PORTION

PROVIDE ADDITIONAL MECHANICAL CONNECTOR

FOR HEADWALLS <v2' HIGH. FOR HEADWALLS >v2'

MECHANICAL CONNECTOR IN HEADWALL DETAIL IS

CAST-IN-PLACE WALLS ARE SPECIFIED.

THE CULVERT, HEADWALL AND CUT-OFF WALL IF

MECHANICAL CONNECTORS SHOULD BE DETAILED IN

FOR LOCATION OF SECTION D-D, SEE BD-CB1E.

EXTEND UP THE HEADWALL 3".

IF MEMBRANE SHEETS ARE USED, THEY SHALL

MEMBRANE IS REQUIRED AS SHOWN IN SECTION D-D.

MEMBRANE STRIPS ARE PLACED ONLY AT JOINTS,

IF RAILING IS ATTACHED TO THE HEADWALL AND

SECTION A-A. DETAIL FOR BOX CULVERTS ONLY.

COVER THE ENTIRE CULVERT SURFACE, DELETE

WHERE SHEETS OF MEMBRANE ARE USED TO

WIDE STRIPS OF WATERPROOFING MEMBRANE.

SECTION A-A SHOWS THE OPTION OF USING 2'-0"

TABLE ON BD-CB1E.

CORNERS AND ENTERED INTO THE WINGWALL DATA

WALL TO BE DETERMINED BY DESIGNER FOR ALL

DIMENSION "X" IS THE LEVEL DISTANCE AT TOP OF

DESIGNER NOTES:

HEADWALL

TOP SLAB

WATERPROOFING MEMBRANE

8" LAP

CULVERT

MEMBRANE

WATERPROOF

JOINT

CULVERT

1'-0" 1'-0"

#5(E) BAR (TYP.)

WINGWALL OR BINWALL

PRECAST CANTILEVER

STAGGER EVERY 6"

#5(E) MECHANICAL CONNECTOR,

10" EMB.

FOOTING (IF REQUIRED)PRECAST BOX CULVERT

STAGGER EVERY 6"

#5(E) MECHANICAL CONNECTOR,

TOP OF ROADWAY SURFACE

3"

DESIGNER NOTESDIMENSION "X", SEE

C.I.P. CLOSURE POURAT CLOSEST POINT1'-0" MIN. (TYP.)

CENTERED IN HEADWALL

#5(E) MECHANICAL CONNECTOR

INVERT

EACH FACE

#5(E) BARS

(TYP.)

1'-0" LAP

CO

NN

EC

TO

R

@ 12"

#5(E)

ME

CH

ANIC

AL

1'-

0"

CONNECTOR @ 12"

#5(E) MECHANICAL

#5(E) BAR

CONCRETE

CLASS A

6"

CO

NN

EC

TO

R

@ 12"

#5(E)

ME

CH

ANIC

AL

(TYP.)

1'-0"

CO

NN

EC

TO

R

@ 12"

#5(E)

ME

CH

ANIC

AL

@ 12"

BARS

#5(E)

FOOTING (IF REQUIRED)

HEADWALL

INCLUDED IN THE COST OF THE WALL UNIT

COMPLETE THE CLOSURE POUR SHALL BE

MATERIALS AND EQUIPMENT NECESSARY TO

THE COST OF ALL ENGINEERING, LABOR,

CUT-OFF WALL#5(E) BAR

NOT BE REQUIRED.

SYSTEMS, CLOSURE POUR MAY

OR BINWALL. FOR OTHER WALL

PRECAST CANTILEVER WINGWALL

FOOTING (IF REQUIRED)

#5(E)

ME

CH

ANIC

AL

CO

NN

EC

TO

R

@ 12"

#5(E)

ME

CH

ANIC

AL

CO

NN

EC

TO

R

@ 12"

6"

1'-0" LAP (TYP.)

#5(E) BARS

4#5(E) BARS

MATCH THICKNESS OF WINGWALLCLOSURE POUR THICKNESS TO

1'-

0"

CONNECTOR @ 12"#5(E) MECHANICAL

CONNECTOR @ 12"#5(E) MECHANICAL

#5(E) BARS

MIN.

2'-0"

9" MIN.

(TYP.)

1'-0" MIN.

6" MIN.

6"

MIN.

6"

MIN.

6" MIN.

MIN.

6"

BAR SPACING

1'-0" MAX.

OTHERWISE NOTED.

ALL REINFORCEMENT COVER ON PRECAST UNITS SHALL BE 1" UNLESS

UNLESS OTHERWISE NOTED.

ALL REINFORCEMENT COVER ON CAST IN PLACE CONCRETE SHALL BE 2"

709-10 MAY BE USED AS AN ALTERNATIVE.yMECHANICAL CONNECTOR MEETING

WHERE EPOXY COATED THREADED INSERTS ARE SHOWN, ANY NON-CORROSIVE

REINFORCEMENT SIZE AND SPACINGS TO BE DETERMINED BY CONTRACTOR.

ACTUAL CULVERT WALL, TOP SLAB AND BOTTOM SLAB THICKNESSES,

NOTES:

SLOPED OR CROWNED TO DRAIN)

(TOP OF BOX SECTIONS SHALL BE

WATERPROOF MEMBRANE

*

vBACKFILLING USING S.I.P. FORMS.

NOTE: PLACE C.I.P. CLOSURE POUR AFTER

CLOSURE POUR

A

A

CENTERED IN HEADWALL

MECHANICAL CONNECTORS

#5(E) BAR ATTACHED TO

MA

X.

#5(E)

BA

RS

@ 12"

(TYP.)

#5(E) BAR

*

I

I

J J

POUR DETAILS

REINFORCEMENT AND CLOSURE

PRECAST BOX CULVERT

R1

REVISED

BD-CB4E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

RAILING NOT SHOWN.

NOTE:

C.I.P. HEADWALL

STEM (TYP.)

WINGWALL

TYPICAL CULVERT ELEVATION

BIN (TYP.)

PRESENTED ON BD-CB9E.

UNITS SHALL BE IN ACCORDANCE WITH THE JOINT DETAIL

LENGTH REQUIRED ON THE PLANS. THE JOINT BETWEEN WINGWALL

MAY ELECT TO USE MULTIPLE WINGWALL UNITS TO SATISFY WALL

BASED ON HANDLING AND SHIPPING CONSTRAINTS, THE CONTRACTOR

NOTE:

WINGWALL STEM

CUT-OFF WALL

FOR DETAILS SEE BD-CB4E

C.I.P. CLOSURE POUR (TYP.)

DIMENSION "X", SEE DESIGNER NOTES

1•" COV. (TYP.)

BINWALL UNIT REINFORCEMENT

SECTION K-K

#4 BARS @ 12" (TYP.)

BINWALL UNIT REINFORCEMENT PLAN

BW

3

1•" COV. MIN.

BY DESIGN)

BW2 BARS (IF REQUIRED

LOCATION FOR ADDITIONAL

BW2

4"

#4 BARS @ 12"

SEE NOTE 3

1'-

0"

#4 BAR BW3 (SEE NOTE 1)

BW2 (SEE NOTE 1) BW2 (SEE NOTE 1)

#4 BAR

BW1 (SEE NOTE 1)

BW1 (SEE NOTE 1)

1•" COV. (TYP.) #4 BARS @ 18" (TYP.)

6" MIN. (TYP.)

SEE NOTE 3 (TYP.)

(TYP.), SEE BD-CB4E

C.I.P. CLOSURE POUR K

K

10" MIN.

#4 BARS @ 12" MAX. FRONT FACE OF WINGWALL

#4 BARS @ 18" MAX. BACK FACE OF WINGWALL 12" MAX.

3" MIN.

#4

BA

RS

@ 12"

MA

X.

#4 BARS @ 12" MAX.

12" MAX.

#4 BARS @

MAX. OR BW1 BAR

#4 BARS @ 18"

MA

X.

#4

BA

RS

@ 12"

MA

X.

#4

BA

RS

@ 12"

#4 BARS @ 12" MAX.

TYPICAL BINWALL UNIT ELEVATION

vCENTER OF WALL.

3. CONCRETE BIN REINFORCEMENT TO BE PLACED IN

vARE TO BE DETERMINED BY CONTRACTOR.

2. ACTUAL WALL THICKNESS AND BIN DIMENSIONS

vBE DETERMINED BY CONTRACTOR.

1. BAR SIZE AND SPACING OF BW1, BW2 AND BW3 TO

NOTES:

"CLOSURE POUR DETAIL" ON BD-CB4E

"SEE SECTION C-C" ON BD-CB1E AND

CUT-OFF WALL, FOR DETAILS

ELEVATION A, SEE "WINGWALL

DATA" TABLE ON BD-CB1E

ELEVATION B, SEE "WINGWALL

DATA" TABLE ON BD-CB1E

ELEVATION C, SEE "WINGWALL

DATA" TABLE ON BD-CB1E

#4

BA

RS

@ 18"

MA

X.

PRECAST BINWALL DETAILS

R1

REVISED

BD-CB5E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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WEEPHOLES.

WEEPHOLES NOT SHOWN. DESIGNER SHALL DETERMINE THE NECESSITY FOR

TABLE ON BD-CB1E.

BY DESIGNER FOR ALL CORNERS AND ENTERED INTO THE WINGWALL DATA

DIMENSION "X" IS THE LEVEL DISTANCE AT TOP OF WALL TO BE DETERMINED

CANTILEVER WINGWALLS.

IS SPECIFIED, USE ITEM 562.03 FOR PRECAST BINWALLS OR PRECAST

BINWALLS OR PRECAST CANTILEVER WINGWALLS. IF A THREE SIDED CULVERT

IF BOX CULVERTS ARE SPECIFIED, USE ITEM 603.67000001 FOR PRECAST

A PRECAST CANTILEVER WINGWALL SYSTEM.

PRECAST BINWALL IS SHOWN AS AN EXAMPLE. CONTRACTOR MAY ELECT TO USE

PROVIDE THE FOLLOWING NOTE ON THE PLANS:

PRECAST BINWALLS SHALL BE USED. IF BINWALLS ARE SHOWN IN THE PLANS

IF THE STRUCTURE CONVEYS WATER, CAST-IN-PLACE, PRECAST CANTILEVER OR

DESIGNER NOTES:

RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

ELEVATION B, SEE "WINGWALL

DATA" TABLE ON BD-CB1E

ELEVATION C, SEE "WINGWALL

DATA" TABLE ON BD-CB1E

WINGWALL UNIT REINFORCEMENT

SECTION L-L

WINGWALL UNIT REINFORCEMENT ELEVATION

CUT-OFF WALL

CW3 (SEE NOTE 2)

(TOP AND BOTTOM BARS)

#4 BARS @ 1'-6" MAX.

(TYP.)

" COV.211

(SEE NOTE 2)

CW1

(SEE NOTE 2)

CW2

MIN.

10"

L

L

CW3 BOTTOM BARS (FOOTING)

CW2 TOP BARS (FOOTING)

(TYP.)

" COV.211

#4 BARS @ 1'-6" MAX.

INDICATE BARS

1'-6" MAX.

#4 BARS @

(RE

AR

FA

CE)

#4

BA

RS

@ 1'-

6"

MA

X.

MA

X.

1'-

6"

1'-

6"

MA

X.

#4

BA

RS

@.

(RE

AR

FA

CE)

(TYP.), SEE BD-CB4E

C.I.P. CLOSURE POUR

STEM (TYP.)

WINGWALL

FOOTING

C.I.P. HEADWALL

FOOTING

RAILING NOT SHOWN.

NOTE:

DIMENSION "X", SEE DESIGNER NOTES

FOR DETAILS SEE BD-CB4E

C.I.P. CLOSURE POUR (TYP.)

ELEVATION A, SEE "WINGWALL

DATA" TABLE ON BD-CB1E

TYPICAL CULVERT ELEVATION

WINGWALL STEM

FOOTING

TYPICAL WINGWALL UNIT ELEVATION

"CLOSURE POUR DETAIL" ON BD-CB4E

SEE "SECTION C-C" ON BD-CB1E AND

CUT-OFF WALL, FOR DETAILS

MA

X.v(F

RO

NT

FA

CE)

#4

BA

RS

@ 1'-

0"

MA

X.

1'-

0"

(FR

ON

T

FA

CE)

#4

BA

RS

@ 1'-

0"

MA

X.

CW1 @ (REAR FACE)

#4 BARS @ 1'-6" MAX. (FRONT FACE)

(RE

AR

FA

CE)

MA

X.v(F

RO

NTvF

AC

E)

#4

BA

RS

@ 1'-

0"

MA

X.

1'-

0"

(FR

ON

T

FA

CE)

#4

BA

RS

@ 1'-

0"

MA

X.

1'-

6"

MA

X.

#4

BA

RS

@

MA

X.

1'-

6"

(RE

AR

FA

CE)

#4

BA

RS

@ 1'-

6"

MA

X.

vPRESENTED ON BD-CB9E.

vWINGWALL UNITS SHALL BE IN ACCORDANCE WITH DETAILS

vLENGTH REQUIRED ON THE PLANS. THE JOINT DETAIL BETWEEN

vMAY ELECT TO USE MULTIPLE WINGWALL UNITS TO SATISFY WALL

4. BASED ON HANDLING AND SHIPPING CONSTRAINTS, THE CONTRACTOR

vDETERMINED BY CONTRACTOR.

3. ACTUAL WALL THICKNESS AND FOOTING DIMENSIONS TO BE

2. BAR SIZE AND SPACING TO BE DETERMINED BY CONTRACTOR.

1. TALL WALLS MAY USE A DOWEL BAR LAPPED TO A VERTICAL BAR.

NOTES:

WINGWALL DETAILS

PRECAST CANTILEVER

R1

REVISED

BD-CB6E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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WEEPHOLES.

WEEPHOLES NOT SHOWN. DESIGNER SHALL DETERMINE THE NECESSITY FOR

TABLE ON BD-CB1E.

BY DESIGNER FOR ALL CORNERS AND ENTERED INTO THE WINGWALL DATA

DIMENSION "X" IS THE LEVEL DISTANCE AT TOP OF WALL TO BE DETERMINED

CANTILEVER WINGWALLS.

IS SPECIFIED, USE ITEM 562.03 FOR PRECAST BINWALLS OR PRECAST

BINWALLS OR PRECAST CANTILEVER WINGWALLS. IF A THREE SIDED CULVERT

IF BOX CULVERTS ARE SPECIFIED, USE ITEM 603.67000001 FOR PRECAST

ELECT TO USE A PRECAST BINWALL WINGWALL SYSTEM.

PRECAST CANTILEVER WINGWALL IS SHOWN AS AN EXAMPLE. CONTRACTOR MAY

PLANS PROVIDE THE FOLLOWING NOTE ON THE PLANS:

PRECAST BINWALLS SHALL BE USED. IF CANTILEVER WALLS ARE SHOWN IN THE

IF THE STRUCTURE CONVEYS WATER, CAST-IN-PLACE, PRECAST CANTILEVER OR

DESIGNER NOTES:

RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

FLOW

PRECAST WINGWALL (TYP.)

CLOSURE POUR (TYP.)

SEE BD-CB7AE FOR DETAILS.

INTERSECTING HEADWALLS,

BOX CULVERT UNITS

PRECAST CONCRETE

HEADWALL

WINGWALL FOOTING (TYP.)

RAILING SYSTEMBY DEFLECTION OFSETBACK DETERMINED

HEIGHTDESIGN FILL

T.G.L.

FACE OF RAIL (TYP.)

ROADWAY

SEE DETAIL "D"

CUT-OFF WALL (TYP.)

MATERIAL

SUITABLE FILL

SHOWN FOR CLARITY. REFER TO BD-CB1E.

NATIVE STREAMBED MATERIAL NOT

NOTE:

1

21'-6"

VEGETATION CONTROL STRIP

SHOULDER

NORMAL APPROACH

DESIGN MANUAL.

CHAPTER 10 OF HIGHWAY

RAILING VARIES. SEE

TYPE AND LOCATION OF

EROSION CONTROL PRODUCT

SHOULDER BREAK LINE

BED RETENTION SILL

SECTION B-B

1'-0"

4"

SLABBOTTOMCULVERT

INCLUDED IN BOX CULVERT ITEM

#5 EPOXY THREADED INSERT

2-#5(E) BARS

#5(E) BARS @ 1'-0" (TYP.)

STREAM FLOW

SAMPLE BOX CULVERT JOINT DETAIL

TYPES PERMISSIBLE)

(OTHER CONNECTOR

TYPICAL DRAW CONNECTOR

OUTSIDE FACE

MATERIAL AS NEEDED

CONCRETE REPAIR

1" x 1" JOINT MATERIAL

CIRCUMFERENTIAL BARS.BARS AND 1" COV. ON•" COV. ON LONGITUDINAL

RAILING ANCHORAGE LAYOUT

TYPICAL SPACING

FASCIA

HEADWALL

STA.

STRUCTURE OPENING BEGINS

T.G.L. & STATION LINE

HEADWALL

FASCIA

STA.

STRUCTURE OPENING ENDS

OF RAILING ANCHORAGEc

OF RAILING ANCHORAGEc

1'-8" (TYP.)

(TYP.)

TYPICAL SPACING

3'-3"wFILL HEIGHTS

EXAMPLE FOR

FILL HEIGHTS < 3'-3"

EXAMPLE FOR

EMBEDMENT3'-0" MIN.

(IF NECESSARY), SEE DESIGNER NOTE

3'-

3"

w

SECTION A-A

(TWO FILL HEIGHT CONDITIONS SHOWN)

LONGITUDINAL ELEVATION

A

A

B

B

c

SEE DESIGNER NOTE#5(E) BARS

#5E(E) BAR

BED RETENTION SILL

#5(E) BARS @ 1'-0" (TYP.) #5(E) BARS @ 1'-0" (TYP.)

PROPOSED STRUCTURE

IN PRE-CAST SECTION (TYP.)

BED RETENTION SILL CENTERED

IN BOX CULVERT ITEM

INSERT (TYP.) INCLUDED

#5 EPOXY THREADED

#5E(E) BAR, EACH SIDE

1

10

(MIN.)

1'-

0"

HEADWALL

BOX CULVERT

TOP SLAB OF

DETAIL "D"

3'-3") w FILL AT POSTS

(SETTING OF GUIDE RAIL POSTS WHEN

FOR GUIDANCE.

OR THE STRUCTURES HYDRAULIC ENGINEERING UNIT

ONLY. CONTACT THE REGIONAL HYDRAULICS ENGINEER

BED RETENTION SILLS ARE SHOWN FOR INFORMATION

INCLUDED IN THE SHOP DRAWINGS FOR DCES APPROVAL.

FOR 4-SIDED CULVERTS. JOINT DETAILS MUST BE

SAMPLE BOX CULVERT JOINT DETAIL IS INTENDED ONLY

RAILING ANCHORAGE REQUIREMENTS.

"U"-WINGWALLS ARE NOT RECOMMENDED DUE TO

IF RAILING IS ATTACHED TO THE HEADWALL, PRECAST

BD-RS7E.

, SEEpAND ANCHOR p FOR DETAILS OF RAILING BASE

DESIGNER NOTES:

UNLESS NOTED OTHERWISE.

THE TOP OF THE RETENTION SILL SHALL HAVE A SLOPE OF 1 ON 10

FOR THE PRECAST BOX UNITS.

SILL, WHEN NECESSARY, SHALL BE INCLUDED IN THE PRICE BID

ALL COSTS ASSOCIATED WITH THE INSTALLATION OF A RETENTION

NOTES:

4"vxv1•" KEYWAY

(1 OF 2)

MISCELLANEOUS DETAILS

PRECAST BOX CULVERT

R1

REVISED

BD-CB7E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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CB7

E.d

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

HEADWALLS ON SKEWED CULVERTS

TWO INTERSECTING HEADWALLS

FOR THIS APPLICATION.

1'-8" THICK. SEE DETAIL "D" ON BD-CB7E

WINGWALL UNLESS WINGWALL AND HEADER ARE

RAILING CANNOT BE LOCATED ON TOP OF PRECAST

NOTE:

DETAIL "A"

DETAIL "B"

DETAIL "C"

C.I.P. CLOSURE POUR (TYP.)

PRECAST WINGWALL (TYP.)

OF CULVERTc

6" MAX. (TYP.)

0 MIN. (TYP.)HEADWALL

BARS @ 1'-0"

BARS @ 1'-0"

BARS @ 1'-0"

BARS @ 1'-0"

1'-

8"

JOINT DETAIL (TYP.)

SEE SAMPLE BOX CULVERT

6" MAX. (TYP.)

0 MIN. (TYP.)

SEE DETAIL "A"

OF CULVERTc

HEADWALL

C.I.P. CLOSURE POUR (TYP.)

PRECAST WINGWALL (TYP.)

BARS @ 1'-0"

BARS @ 1'-0"

MIN.

2'-0"

1'-

8"

SEE DETAIL "B"

6" MAX. (TYP.)

0 MIN. (TYP.)

OF CULVERTc

HEADWALL

C.I.P. CLOSURE POUR (TYP.)

PRECAST WINGWALL (TYP.)

BARS @ 1'-0"

BARS @ 1'-0"

1'-

6"

SEE DETAIL "C"

OR BINWALL

PRECAST WINGWALL

1'-

8"

MIN.1'-0

"

1'-

8"

MIN.

1'-0"

C.I.P. CLOSURE POUR (TYP.)

OR BINWALL

PRECAST WINGWALL

OR BINWALL

PRECAST WINGWALLMIN.

1'-0"

ALONG SKEW (TYP.)

ADDITIONAL BAR PLACED

SKEW CULVERTnHEADWALL ON 0

KEEPING THE POST SPACINGS EQUAL.

AN ADDITIONAL RAILING POST MAY BE INSERTED,

JOINT BETWEEN CULVERT SECTIONS. IF NECESSARY,

ANCHORAGE MUST BE A MINIMUM OF 9" FROM ANY

THE CENTERLINE OF THE RAILING POST

LAYOUT;

ADD THE FOLLOWING NOTE TO THE RAILING ANCHORAGE

BETWEEN CULVERT SECTIONS ON A SKEWED CULVERT

IF THE HEADWALL IS EXPECTED TO CROSS THE JOINT

C.I.P. CLOSURE POUR (TYP.) CONNECTOR (TYP.)

#5 (E) MECHANICAL

HEADWALL

BOX CULVERT

PRECAST CONCRETE

CONNECTOR (TYP.)

#5 (E) MECHANICAL

HEADWALL

BOX CULVERT

PRECAST CONCRETE

CONNECTOR (TYP.)

#5 (E) MECHANICAL

HEADWALL

BOX CULVERT

PRECAST CONCRETE

C.I.P. CLOSURE POUR (TYP.)

SKEW

1'-

6"

SKEW

C.I.P. CLOSURE POUR (TYP.)

PRECAST WINGWALL (TYP.)

OF CULVERTc

HEADWALL

6" MAX. (TYP.)

0 MIN. (TYP.)

1'-

8"

SEE DETAIL "A"

6"

BARS @ 1'-0"

BARS @ 1'-0"

BARS @ 1'-0"

BARS @ 1'-0"

BARS @ 1'-0"BARS @ 1'-0"

1'-6"

HEADWALL

SKEW

ALONG SKEW (TYP.)

ADDITIONAL BAR PLACED

1'-

8"

SEE BD-CB7E.

FOR SAMPLE BOX CULVERT JOINT DETAIL,

RAILING ANCHORAGE REQUIREMENTS.

"U"-WINGWALLS ARE NOT RECOMMENDED DUE TO

IF RAILING IS ATTACHED TO THE HEADWALL, PRECAST

TO AVOID RAILING ANCHORAGES.

HEADWALL REINFORCEMENT SPACING MAY BE VARIED

DESIGNER NOTES:

ALL COVER SHALL BE 2" UNLESS OTHERWISE NOTED.

ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1".

709-10 MAY BE USED AS AN ALTERNATIVE.yMECHANICAL CONNECTOR MEETING

WHERE EPOXY COATED THREADED INSERTS ARE SHOWN, ANY NON-CORROSIVE

LONGITUDINAL BARS IN HEADWALLS ARE NOT SHOWN FOR CLARITY.

NOTES:

(2 OF 2)

MISCELLANEOUS DETAILS

PRECAST BOX CULVERT

REVISED

BD-CB7AE

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 14-040

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

15-J

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

4" < HEADWALLS (H) < 1'-0"

THREE RAIL ANCHORAGE DETAILS

1'-8"

(TYP.)

1'-0"

HAUNCH (TYP.)

H

HAUNCH (TYP.)

1'-8"

HAUNCH (TYP.)

2""

21

8

H

"2

18

6'-0"l HEADWALLS (H) l1'-0"

TWO RAIL ANCHORAGE DETAILS

6'-0"l HEADWALLS (H) l1'-0"

THREE RAIL ANCHORAGE DETAILS

H

"2

18

HAUNCH (TYP.)

H

HAUNCH (TYP.)

1'-0"wHEADWALLS (H)

ALTERNATE ANCHORAGE DETAIL

9" < HEADWALLS (H) < 1'-0"

TWO RAIL ANCHORAGE DETAILS

PRECAST UNITSTOP SLAB OF

H

1'-8"

6"

9"

6"

6"

6"

2'-

9"

HAUNCH (TYP.)

TS6"vx 6"vx‰"v

2"

(TYP.)

2" COV.

(TYP.)

1'-0"

"877

6"

6"

6"

2"

TS6"vx 6"vx‰"v

"877

9"

6"

SEE NOTE A

#5(E) TYP.

TOP OF ROADWAY SURFACE

MEMBRANE

WATER PROOFING

TOP OF ROADWAY SURFACE

MEMBRANE

WATER PROOFING

p1'-2"xv…"xv10" ANCHOR

p1'-2"xv1‚"xv10" BASE

TOP OF ROADWAY SURFACE

1'-0" (TYP.)

CONNECTORS @ 1'-0" MAX.

#6(E) WITH MECHANICAL

CONNECTORS @ 1'-0" MAX.

#5(E) WITH MECHANICAL

MEMBRANE

WATER PROOFING

p1'-2"xv1‚"xv10" BASE

1'-0" (TYP.)

CONNECTORS @ 1'-0" MAX.

#6(E) WITH MECHANICAL

MEMBRANE

WATER PROOFING

1'-0" MAX. SP.)

AREA, OTHERWISEp(AT ANCHOR

CONNECTORS @ 6" MAX.,

#6(E) WITH MECHANICAL

SEE NOTE A

p1'-2"xv…"xv10" ANCHOR

p1'-2"xv1‚"xv10" BASE

#5(E) TYP.

MEMBRANE

WATER PROOFING

CONNECTORS @ 1'-0" MAX.

#5(E) WITH MECHANICAL

1'-0" MAX. SP.)

AREA, OTHERWISEp(AT ANCHOR

CONNECTORS @ 6" MAX.,

#5(E) WITH MECHANICAL

SEE NOTE A

p1'-2"xv…"xv10" ANCHOR

p1'-2"xv1‚"xv10" BASE

#5(E) TYP.

OPTIONAL STONE CURB

TOP OF ROADWAY SURFACE

MEMBRANE

WATER PROOFING

CONNECTORS @ 1'-0" MAX.

#5(E) WITH MECHANICAL

1'-0" (TYP.)

p1'-2"xv1‚"xv10" BASE

1'-0" (TYP.)

2'-

9"

PRECAST UNITSTOP SLAB OF

MA

X.

1'-

0"

6"

6"

6"

6"

3"

2'-

9"

6"

W6x25

THIN MORTAR LEVELING PAD (IF NECESSARY)

1" CHAMFER (TYP.)

1'-0" (TYP.)

1" CHAMFER (TYP.)

H

(TYP.)

2" COV.

#5(E) TYP.

THIN MORTAR LEVELING PAD (IF NECESSARY)

p1'-2"xv1‚"xv10" BASE

TS5"vxv3"vx ‚"

W6x25

TS6"vx 6"vx‰"v

2"

"877

PRECAST UNITSTOP SLAB OF

2'-

9"

6"

6"

6"

6"

3"

6"

TS6"vx 6"vx‰"v

1" CHAMFER (TYP.)

THIN MORTAR LEVELING PAD (IF NECESSARY)

W6x25

1'-0" (TYP.)p1'-2"xv…"vxv10" ANCHOR

PRECAST UNITSTOP SLAB OF

1" CHAMFER (TYP.)

MA

X.

1'-

0"

TS5"vxv3"vx ‚"

W6x25

THIN MORTAR LEVELING PAD (IF NECESSARY)

(TYP.)

2" COV.

"877

NOT SHOWN.

TOP OF ROADWAY SURFACE

NOTE:

1'-0" HEADWALLS (H) <

ALTERNATE ANCHORAGE DETAIL

(IF NECESSARY)

THIN MORTAR LEVELING PAD

"877

1" CHAMFER (TYP.)

#5(E) TYP.

(TYP.)

2" COV.

NOT SHOWN.

TOP OF ROADWAY SURFACE

NOTE:

1'-0" (TYP.)

"877

1" CHAMFER (TYP.)

MA

X.

1'-

0"

PRECAST UNITSTOP SLAB OF

(TYP.)

2" COV.

#5(E) TYP.

#5(E) TYP.

(TYP.)

2" COV.

ALL COVER SHALL BE 2" UNLESS OTHERWISE NOTED.

REINFORCEMENT IN PRECAST UNIT IS NOT SHOWN.

NOTES:

MATERIALS, AND APPEAR ON THE DEPARTMENTS APPROVED LIST.

701-05, CONCRETE GROUTING ySHALL MEET THE REQUIREMENTS OF

FORMED WITH SLEEVES OR MADE WITH A CORE DRILL. THE GROUT

ANCHOR RODS SHALL BE GROUTED INTO 1•" DIA. THROUGH HOLES

NOTE A:

THE ALTERNATE ANCHORAGE DETAIL.

RAILING ANCHOR BOLT HOLES THROUGH THE TOP SLAB AS SHOWN IN

THE CONTRACTOR HAS THE OPTION OF PREFORMING OR DRILLING THE

WHERE THE HEADWALL DEPTH IS GREATER THAN OR EQUAL TO 1'-0"

DETAIL, SEE BD-RS3E. FOR FOUR RAIL DETAILS SEE BD-RS2E.

OF THE FOUR RAIL DETAIL TO THE TOP OF THE TWO RAIL CURBED

HIGHER RAIL IS REQUIRED FOR A CURBED SECTION, ADD THE TOP RAIL

FOUR RAIL MAY BE SUBSTITUTED FOR THE THREE RAIL RAILING. IF A

FOR BASE PLATE AND ANCHOR PLATE DETAILS, SEE BD-RS7E.

FOR TWO AND THREE RAIL DETAILS SEE BD-RS1E.

FOR WATERPROOFING MEMBRANE DETAILS SEE SECTION D-D ON BD-CB4E.

THE SAME CROSS SLOPE AS THE ADJACENT SHOULDER.

THE TOP OF HEADWALLS WITHOUT CURBS SHOULD BE SLOPED AT

A PLAN VIEW OF THE RAILING LAYOUT SHALL BE PROVIDED.

SHOULD BE THE SAME AS HEADWALLS WITH RAILING ATTACHED.

REINFORCEMENT FOR HEADWALLS WITHOUT RAILING ATTACHED

DESIGNER NOTES:

#5(E) TYP.

(IF NECESSARY)

THIN MORTAR LEVELING PAD

TOP OF PRECAST UNITS

p1'-2"xv…"xv10" ANCHOR

CONNECTORS @ 1'-0" MAX.#6(E) WITH MECHANICAL

RAILING DETAILS

PRECAST CONCRETE UNIT

R1

REVISED

BD-CB8E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

15-J

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ORIGINAL SIGNED BY

APPROVED: 07/14/16

EL.

FLARED CULVERT END SECTION

SECTION A-A

STRAIGHT CULVERT END SECTION

SECTION A-A

(FLARED SECTION SHOWN)

SECTION B-B

FLARED CULVERT END SECTION

ISOMETRIC PROJECTION OF

STRAIGHT CULVERT END SECTION

ISOMETRIC PROJECTION OF

JOINT DETAIL

DESIGNATE ANGLE

FLARED APRON/WINGWALL PLANSTRAIGHT APRON/WINGWALL PLAN

FOR EVALUATION BY THE STATE.

OTHER DETAILS MAY BE PROPOSED

THIS DETAIL SHOWN IS AN EXAMPLE.

TO THE STATE.

SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST

CLOSURE POUR DETAIL ON BD-CB4E OR DETAIL "C" ON BD-CB11E

THAN ONE PIECE A CLOSURE POUR DETAIL SIMILAR TO THE

IF THE END SECTION IS PROVIDED BY THE CONTRACTOR IN MORE

ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1".

NOTES:

DRILLED IN FIELD

1'-0" EMBED. (TYP.)

9"

2" DIA. FORMED HOLE

GROUT (SEE NOTE "A")

CUT-OFF WALL

4'-

0"

MIN.

1'-6" MIN.

1" MIN.

SECTION C-CSECTION

B

B

AA

AA

B

B

C

C

9" (TYP.)

CUT-OFF WALL

KEYWAY (TYP.)

APRON SLAB/WINGWALL

CONCRETE BOX STRUCTURE

CONCRETE BOX STRUCTURE UNIT

CONCRETE BOX STRUCTURE UNIT

KEYWAY (TYP.)

APRON SLAB/WINGWALL

CONCRETE BOX STRUCTURE

CUT-OFF WALL

9" (TYP.)

EL.

EL.

EL.CUT-OFF WALL

EL.

EL.

EL.

EL.

CUT-OFF WALL

WINGWALLSTRUCTURE UNIT

CONCRETE BOX

EL.

EL.

EL.

EL.

FABRICATED WITHOUT HAUNCHES (TYP.)

PURPOSES ONLY. SECTIONS MAY BE

HAUNCHES SHOWN FOR ILLUSTRATIVE

DETAIL "C" ON BD-CB11E SHALL BE PROVIDED.

CLOSURE POUR SIMILAR TO THE DETAIL ON BD-CB4E OR

12 FEET. ON CULVERTS WITH CLEAR SPANS > 12 FEET AlSPANS

SECTION AND THE CULVERT BARREL ON ALL CULVERTS WITH CLEAR

A KEYWAY SHALL BE PLACED ON ALL SIDES BETWEEN THE END

DESIGNER NOTE:

INSTALLED BY FABRICATOR

FOAM, SUPPLIED AND

1" X 1" CLOSED CELLCONTRACTOR IN THE FIELD

SUPPLIED AND INSTALLED BY

1" DIA. FOAM BACKER ROD,

FLARED WINGWALL

STRAIGHT WINGWALL IN THE FIELD

AND INSTALLED BY THE CONTRACTOR

TO N.Y.S.D.O.T. 701-06, SUPPLIED

NON-SHRINK GROUT CONFORMING

C

C

•" x 6"

2 KEYWAYS

@ 12"

COATED BARS

#5 EPOXY

BOTH SIDES OF THE KEYWAY TO CONTAIN THE GROUT.

CLOSED CELL FOAM OR OTHER SUITABLE MATERIAL ON

TO MATCH THE GRADE. PLACE A BEAD OF CAULK,

THE TOP OF THE CUT-OFF WALL SHOULD BE BEVELED

DOWEL HOLE. WHEN THE GRADE OF THE BOX EXCEEDS 5%,

SHALL BE GROUTED WITH THE SAME MATERIAL AS THE

701-06. THE KEYWAY yMEET THE REQUIREMENTS OF

SPECIFICATION SECTION 586 EXCEPT THE GROUT SHALL

AND GROUTED PER THE REQUIREMENTS OF STANDARD

WALL TO THE BOX CULVERT SHALL BE DRILLED

DOWEL BARS USED TO ATTACH THE CUT-OFF

NOTE "A":

SEE "JOINT DETAIL" SEE "JOINT DETAIL"

SEEv"JOINT DETAIL"

SEE "SECTION C-C"

BOX CULVERTv/vAPRON SLAB

APRON SLAB DETAILS

CONCRETE BOX STRUCTURE

R1

REVISED

BD-CB9E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

FL

OW

X

PLAN VIEW

ELEVATION B-B

** ** ***

RAILING

INVERT SLAB FOUNDATION STRIP FOOTING ON PILE FOUNDATION

SLOPE SLOPEELEVATION A (TYP.)

**

SHOWN FOR CLARITY.

CHAMFERS, HAUNCHES, APRON AND DISHES ARE NOT

NOTE:

DETERMINED BY DESIGNER)

(TYPE & SPACING TO BE

PILES

FLOW

ELEVATION B (TYP.)

ELEVATION C (TYP.)

WEEPHOLE (TYP.)

4" DIA.

-LEVEL-

LONGITUDINAL ELEVATION A-A

***

****

****** *

INVERT EL.

WEEPHOLEINVERT EL.

WEEPHOLE

INVERT EL.

WEEPHOLE

DIMENSION "X" MEASURED ALONG FRONT FACE OF WINGWALL.

DESIGN DATA

THREE SIDED STRUCTURE

WINGWALL DATA

CLEAR SPAN, ft.

FRAME RISE, ft.

MIN. FILL HEIGHT, ft.

MAX. FILL HEIGHT, ft.

**

TL-

LOCATION ELEVATION A ELEVATION B ELEVATION C DIMENSION "X"

WINGWALL 1

SPAN UNIT REACTIONS

ASSUMED UNFACTORED

kip/ft.

VERTICAL

kip/ft.

HORIZONTAL

DC

DW

LL

DC

LL

DW

EH

OF FOOTING

DOES NOT INCLUDE SELF WEIGHT

(lb/ftq)

RESISTANCE

BEARING

STATE

LIMIT

SERVICE

MAXIMUM

(lb/ftr)

WEIGHT

UNIT

SOIL

TOTAL

(DEGREES)

SOIL

FOUNDATION

OF

ANGLE

FRICTION

(DEGREES)

WALL

BY THE

RETAINED

OF SOIL

ANGLE

FRICTION

SLIDING

FOR

FRICTION

OF

COEFFICIENT

NOMINAL

SLIDING

FOR

FACTOR

RESISTANCE

STATE

LIMIT

STRENGTH

BEARING

FOR

FACTOR

RESISTANCE

STATE

LIMIT

STRENGTH

*

GEOTECHNICAL DESIGN DATA

AND SLOPE OF CULVERT.

BASED ON CROSS SLOPE OF ROADWAY

MINIMUM FILL HEIGHTS WILL VARY

ACTUAL LOCATION OF MAXIMUM AND

SAMPLE LOCATION OF FILL HEIGHT.

DESIGNER NOTE:

OF THE TOP SLAB TO THE TOP OF THE PAVEMENT.

TO FILL IN VALUE) MEASURED FROM THE TOP

ON ACTUAL TOP SLAB THICKNESS. (DESIGNER

. FABRICATOR SHALL ADJUST BASED

BASED ON ASSUMED TOP SLAB THICKNESS OF

REDESIGNED SUBSTRUCTURE SHALL BE AT THE CONTRACTORS EXPENSE.

PRIOR TO CONSTRUCTING THE SUBSTRUCTURES. ANY ADDITIONAL COSTS ASSOCIATED WITH A

A NYS PROFESSIONAL ENGINEER AND SUBMITTED TO THE D.C.E.S. FOR REVIEW AND APPROVAL

SUBSTRUCTURE DESIGN. THE CALCULATIONS SHALL BE PREPARED, STAMPED AND SIGNED BY

THE SERVICES OF A NYS LICENSED PROFESSIONAL ENGINEER TO VERIFY OR REDESIGN THE

THE ASSUMED UNFACTORED SPAN UNIT REACTIONS TABLE, THE CONTRACTOR SHALL ENGAGE

IF THE REACTIONS OF THE SELECTED SPAN UNIT EXCEED THE VALUES SHOWN IN

SEGMENTS.

FOOTING JOINTS MUST BE AT THE MID-POINT OF THE STRUCTURE

FOOTINGS MAY BE EITHER CAST-IN-PLACE OR PRECAST. PRECAST

vMATERIAL MEETING THE REQUIREMENTS OF SECTION 204.

vTHE UNITS SHALL BE GROUTED WITH CONTROLLED LOW STRENGTH

vTHE PRECAST UNITS, THE AREAS BENEATH, IN FRONT AND BEHIND

vA PRIMARY SIZE DESIGNATION OF 2. AFTER PLACING AND LEVELING

vOF MATERIAL DESIGNATION 703-0201, 703-0202 OR 703-0204 WITH

vLEVELING BED OF CRUSHED MATERIAL MEETING THE REQUIREMENTS

2. PRECAST CUT-OFF WALLS AND WINGWALLS SHALL BE PLACED ON A

vCOMPATIBLE WITH STAGING REQUIREMENTS.

vPRECAST THREE SIDED STRUCTURE SEGMENT LENGTH MUST BE

vBY THE CONTRACTOR. IF STAGE CONSTRUCTION IS EMPLOYED, THE

1. THE LENGTH OF EACH STRUCTURE SEGMENT SHALL BE DETERMINED

NOTES:

INVENTORY

OPERATING

LOAD RATING (LFD)

HS

HS

INVENTORY

OPERATING

LRFR RATING FACTORS

HL-93

HL-93

PRECAST WINGWALL 1

EDGE OF FOOTING (TYP.)

STA.

STRUCTURE OPENING BEGINS

C.I.P. WINGWALL 3C.I.P. WINGWALL 4

STA.

STRUCTURE OPENING ENDS

OF OVER ROADWAYc

PRECAST WINGWALL 2

BREAK LINE (TYP.)

THEORETICAL SHOULDER

OR CURVE DATA

INDICATE AZIMUTH

FACE OF RAIL (TYP.)

X

2'-

3"

SHOULDER

SHOULDER

LA

NE

LA

NE

2'-

3"

CLEAR SPAN

INVERT EL.

AS HIGHWAY SLOPE (TYP.)

HEADWALL, SLOPE SAME

T.G.L.

OF ROADWAYc

(TOTAL CULVERT LENGTH)

FACE OF RAIL (TYP.)

(PERPENDICULAR TO OVER ROADWAY)(PERPENDICULAR TO OVER ROADWAY)

INDICATE ANGLE

INDICATE ANGLE

INDICATE ANGLE

A

A

B B

AZIMUTH

INDICATE

SKEW

PERMIT VEHICLE

HL93 AND NYS

INDICATE ANGLE

TEST LOAD

RAILING/ BARRIER

LIVE LOAD

OF ROADWAY, DEG.cTO

(CSKEW) SKEW ANGLE

WINGWALL 2

WINGWALL 3

WINGWALL 4

ALL ELEVATIONS SHOWN ARE IN FEET.

MATERIAL (IF NECESSARY)

NATIVE STREAMBED

SLAB

FOOTING/INVERT

CUT-OFF WALL

"SHAPE MAY VARY"

PROPOSED STRUCTURE

FOOTING

CAST-IN-PLACE

PILES

HEADWALL

RIS

E

CL

EA

R

RIS

E

FR

AM

E

THE REGIONAL STRUCTURES ENGINEER.

METHOD. THE CONTRACTOR SHALL ALSO PROVIDE ALL LOAD RATING COMPUTATIONS TO

FACTOR RATING (LFD) METHOD AND THE LOAD AND RESISTANCE FACTOR RATING (LRFR)

IN EFFECT. THE CONTRACTOR SHALL PROVIDE LOAD RATINGS IN BOTH THE LOAD

THE AASHTO "MANUAL FOR BRIDGE EVALUATION" WITH ALL INTERIM PROVISIONS

THE SUBMITTED LOAD RATING INFORMATION SHALL BE IN ACCORDANCE WITH

RECEIVED FROM THE CONTRACTOR AFTER REVIEW AND APPROVAL BY THE DCES.

THE LOAD RATING TABLE SHALL BE FILLED IN BY THE EIC FROM INFORMATION

4. ASSUME A SURCHARGE LOAD OF POUNDS PER SQUARE FOOT.

3. USE SUBMERGED UNIT WEIGHTS BELOW THE GROUNDWATER ELEVATIONS PROVIDED.

2. FOR THE BEARING ANALYSES, ASSUME A GROUNDWATER ELEVATION OF FEET.

vELEVATION OF FEET.

1. FOR THE SLIDING AND ECCENTRICITY ANALYSES, ASSUME A GROUND WATER

EQUALITY STATION

TONS

TONS

PRECAST WINGWALL

WINGWALL

CAST-IN-PLACE

INVERT SLAB

FOOTING/

(IF NECESSARY)

NATIVE STREAMBED MATERIAL

SEE NOTE 2

OF WATERWAY

FINISHED GROUND/BOTTOM

GEOTEXTILE BEDDING

FOOTING/SLAB EL.

TOP OF

CONTRACT PLANS.

THE WINGWALLS AND SHALL BE COMPLETLY DETAILED IN THE

STRUCTURE, THEY SHALL ALSO BE USED FOR THE FOUNDATION OF

IF PILES ARE USED FOR THE FOUNDATION OF THE THREE SIDED

PLANS.

FOOTINGS SHALL BE COMPLETLY DETAILED IN THE CONTRACT

BE USED FOR THE FOUNDATION OF THE WINGWALLS AND THE

FOUNDATION OF THE THREE SIDED STRUCTURE, THEY SHALL ALSO

IF CAST-IN-PLACE CONCRETE FOOTINGS ARE USED FOR THE

UNFACTORED SPAN UNIT REACTIONS TABLE.

DESIGNER SHALL GIVE ASSUMED LOADS IN THE ASSUMED

SEE BD-CB4E OR CB5E.

WINGWALLS ONLY, ON THE WINGWALL DATA TABLE,

DESIGNER SHALL DETERMINE DIMENSION "X", FOR PRECAST

A POSITIVE CONNECTION BETWEEN TWO PRECAST SEGMENTS.

REQUIREMENTS ON THE PLANS. TL4 AND HIGHER LEVELS REQUIRE

DESIGNER MUST INDICATE THE RAILINGv/vBARRIER TEST LEVEL

IF RAILINGv/vBARRIER IS ATTACHED TO THE HEADWALL THE

HIGHWAY DESIGN MANUAL.

DESIGN GUIDANCE CAN BE FOUND IN CHAPTER 19 OF THE

FOR OTHER FOOTING OPTIONS, SEE BD-CB11E.

FOR WINGWALL CLOSURE POUR DETAILS, SEE BD-CB4E.

"

"

""

""

"

" """

""

"

""

"

"

"

"

"""

""

"

(TWO TYPES OF FOOTING SHOWN)

(TWO TYPES OF FOOTING SHOWN)

HEIGHTDESIGN FILLSEE BD-CB4E

CLOSURE POUR

(SEE NOTE 1)

OF GRADE

INDICATE %

1'-0" MIN.

**

1'-7" MIN. (TYP.)

(TY

P.)

4'-

0"

MIN.

STREAMBED ELEVATIONS BE CLEARLY DEFINED.

USE OF STREAMBED FOR DEFINING THE CLEAR RISE REQUIRES THAT

HYDRAULIC OPENING REQUIREMENTS ARE MET.

ACCOMMODATE HAUNCHED SHAPES OR ARCHES AS LONG AS THE

THE RISE DIMENSION AT THE LEGS IS ACCEPTABLE TO

MID-SPAN TO THE BOTTOM OF THE LEG. A SMALL REDUCTION IN

IS THE DIMENSION FROM THE BOTTOM OF THE TOP SLAB AT

SLAB AT MID-SPAN TO THE STREAMBED/INVERT SLAB. FRAME RISE

CLEAR RISE IS THE DIMENSION FROM THE BOTTOM OF THE TOP

B) LOAD RATING TABLE (BLANK, TO BE FILLED IN BY E.I.C.)

A) HYDRAULIC DATA TABLE

OF THE STANDARD SPECIFICATIONS SHALL INCLUDE:

101-02y BRIDGE SIZE CULVERTS AS DEFINED BY

DESIGNER NOTES:

FOR RAILING DETAILS, SEE BD-CB8E.

FOR LEGEND, SEE BD-CB2E.

CULVERT DOES NOT CONVEY WATER.

CONTROLLED LOW STRENGTH MATERIAL IS NOT REQUIRED IF THE

AS SHOWN ON BD-EE3E.

4" DIA. PIPE AND PREFABRICATED STRUCTURAL DRAIN

MANUAL, SECTION 11. IF WEEPHOLES ARE REQUIRED, USE

SHOW WEEPHOLES IF REQUIRED. REFER TO THE BRIDGE

EMBANKMENT DETAILS.

LIMITS IN THE CULVERT PLAN VIEW OR IN THE EXCAVATION AND

LIMITS OF STONE FILL NOT SHOWN. DESIGNER SHALL INDICATE

PLAN AND SECTIONS

THREE SIDED STRUCTURES

R1

REVISED

BD-CB10E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

11/25/14

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

THICKNESS IS LIMITED.

ON DRAWING FOR LOW FILL SITUATIONS WHERE ASPHALT

UNLESS OTHER SLOPE IS WARRANTED. INDICATE ASSUMED SLOPE

DESIGNER SHOULD ASSUME A POSITIVE DRAINAGE SLOPE OF 1%

ALL TYPES OF FOUNDATIONS.

ONLY. ALL TYPES OF THREE SIDED STRUCTURES CAN BE USED WITH

THE THREE SIDED STRUCTURES TYPES SHOWN ARE FOR REFERENCE

AND COMPLETELY DETAILED ON THE CONTRACT PLANS.

FOOTINGS FOUNDED ON ROCK OR PILES MUST BE CAST-IN-PLACE,

CAST-IN-PLACE FOOTINGS WILL ALSO BE USED FOR WINGWALLS.

ARE USED FOR THE SPAN UNIT FOOTINGS, PILES AND

FOOTINGS MAY EITHER BE CAST-IN-PLACE OR PRECAST. IF PILES

CHAPTER 19 OF THE HIGHWAY DESIGN MANUAL.

DESIGN GUIDANCE FOR FOUNDATION TYPES CAN BE FOUND IN

DESIGNER NOTES:

LOAD IN THE CENTER OF THE FOOTING.

BY AN EQUAL AMOUNT TO KEEP THE VERTICAL

ASSUMED WIDTH, THE FOOTING MUST BE WIDENED

IF THE ACTUAL LEG WIDTH IS WIDER THAN THE

SPAN UNIT LEG WIDTH ASSUMED TO BE in.

TO BE AS SPECIFIED IN FDR.

FOOTING EMBEDMENT IN ROCK

POSITIVE DRAINAGE

ON ROCK

CAST-IN-PLACE FOOTING

DETAIL "C"

COMBINED PRECAST INVERT SLAB AND FOOTING

DETAIL "A"

(CAST-IN-PLACE OPTION SIMILAR)

NO SLAB POUR

STREAM-BED

CL

EA

R

RIS

E

FR

AM

E

RIS

E

CLEAR SPAN

SEE DETAIL "A"

FOOTING (TYP.)

CAST-IN-PLACE

PROPOSED STRUCTURE

TOP OF FOOTING EL.

(TYP.)

701-06.y 701-05 OR yOF

GROUT SHALL MEET THE REQUIREMENTS

AT THE CONTRACTORS OPTION.

ADDITIONAL SHIMS ARE ALLOWED

NOTES:

5"

FOOTINGSHIM (SEE NOTE)

1" (MIN.) HIGH

3" (TYP.)

STRUCTURE LEG

AS REQUIRED

SHIMS (ON BACKFILL SIDE

NON-SHRINK GROUT

ON PILES

CAST-IN-PLACE FOOTING

CL

EA

R

RIS

E

FR

AM

E

RIS

E

CLEAR SPAN

SEE DETAIL "A"

FOOTING (TYP.)

CAST-IN-PLACE

(TYP.)

PROPOSED STRUCTURE

TOP OF FOOTING EL.

POSITIVE DRAINAGE

BOTTOM OF FOOTING EL.

CL

EA

R

RIS

E

FR

AM

E

RIS

E

CLEAR SPAN

SEE DETAIL "A"

PROPOSED STRUCTURE

SEE DETAIL "C"

OPTIONAL CLOSURE POUR

INVERT EL.

INVERT SLAB

INDICATE LAP

AND SPACING

INDICATE BAR SIZE

T

T/6

T/3

T/3

T/3

CLOSURE POUR

INVERT ELEVATION

EXISTING STREAM-BED

(TYP.)

INDICATE CLOSURE POUR

OF THE INVERT SLAB

INCLUDED IN THE BID PRICE

CLASS HP CONCRETE TO BE

PILES IN A SINGLE ROW.

STAGGER BATTERED

INDICATE PILE TYPE.

FOUNDATION TYPES

THREE SIDED STRUCTURES

REVISED

BD-CB11E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

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RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16

POSTIVE DRAINAGE

0

THREE SIDED FRAME

PLAN

PILE LAYOUT FOR THREE SIDED STRUCTURES

SECTION B-B

1'-0" (TYP.)

(TYP.)3'-0"

(TYP.)3'-0"

SHOULDER BREAK LINE

(TYP.)3'-0"

(TYP.)

3'-0"

ENDS STA.

STRUCTURE OPENING

ROADWAY

OF OVER c

(AS REQUIRED)

STRUCTURAL DRAIN (TYP.)

PREFABRICATED COMPOSITE(TYP.)

3'-0"

OR CURVE DATA

INDICATE AZIMUTH

GROUND

EXISTING

(AS REQUIRED)

STRUCTURAL DRAIN (TYP.)

PREFABRICATED COMPOSITE

SURFACE

ASSUMED ROCK

GROUND

EXISTING

HIGHWAY ITEMS

(SEE NOTE 18 ON BD-EE1E)

5'-0" MAX. (TYP.)

3'-0"3'-0"3'-0" 0" 0"

0"

SKEW ANGLE

BB

(TYP.)

EDGE OF SHOULDER

1'-6" (TYP.)

2'-3" (TYP.)

TOP OF ROADWAY

2'-0" MAX.

0" MIN.

& STATION LINEc

AZIMUTH

OR CURVE DATA

INDICATE AZIMUTH

OF FOOTINGc A

ZI

MU

TH

STATION

EQUALITY

BEGINS STA.

STRUCTURE OPENING

3'-0"

FOR LEGEND, SEE BD-CB2E.

INDICATE COFFERDAMS IN PLAN VIEW AS REQUIRED.

THICKNESS IS LIMITED.

ON DRAWING FOR LOW FILL SITUATIONS WHERE ASPHALT

UNLESS OTHER SLOPE IS WARRANTED. INDICATE ASSUMED SLOPE

DESIGNER SHOULD ASSUME A POSITIVE DRAINAGE SLOPE OF 1%

CONCRETE OR PCC CONCRETE PAVEMENT AS PER PROJECT REQUIREMENTS.

HIGHWAY ITEMS MAY INCLUDE EMBANKMENT IN PLACE, SUBBASE, AND ASPHALT

FOUNDATION DESIGN REPORT FOR THE REQUIRED PILE TYPE.

OF PILES REQUIRED. STEEL BEARING PILES ARE SHOWN; SEE THE

WINGWALLS. THE DESIGNER MUST DETERMINE THE ACTUAL NUMBER OF ROWS

THE PILE LAYOUT SHOWS THE MINIMUM TWO ROWS OF PILES REQUIRED FOR

STRUCTURAL DRAIN AS SHOWN ON BD-EE3E.

IF WEEPHOLES ARE REQUIRED, USE 4" DIA. PIPE AND PREFABRICATED

SHOW WEEPHOLES IF REQUIRED. REFER TO THE BRIDGE MANUAL, SECTION 11.

C.I.P. WINGWALLS DO NOT INCLUDE THE COST OF EARTHWORK.

BD-CB3E. PRECAST WINGWALL ITEMS INCLUDE THE COST OF EARTHWORK.

OR SECTION B-B ON BD-EE4E. FOR PRECAST WINGWALL SECTIONS, SEE

FOR C.I.P. WINGWALL SECTIONS, SEE SECTION B-B ON BD-EE3E

SIMILAR TO THE PLAN ON BD-CB2E.

CAST-IN-PLACE FOOTINGS. AN INVERT SLAB PLAN VIEW WOULD BE

THE PLAN VIEW IS AN EXAMPLE OF A THREE SIDED STRUCTURE WITH

DESIGNER NOTES:

EARTHWORK AND PILE DETAILS

THREE SIDED FRAME

REVISED

BD-CB12E

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 07/14/16

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 16-037

ERRATA

07/14/16

15-J

UL-2016 11:1

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AT

E/

TI

ME

=

FIL

E

NA

ME

=

BD-

CB12

E.d

gn

RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 07/14/16