flow * n (perpendicular to over roadway) vprecast box culvert segment length must be compatible...
TRANSCRIPT
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
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"""
"
*
*
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
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*
*** * * *
******
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
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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
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"
" "
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"
"
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"
" "
"
"
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"
"
"
"
""
"
"
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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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
* *
***
*
*
*
* *
* ** *
**
**
*
* *
* *
+
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" ""
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"
"
"
"
"
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" " """
" """
"" "
"
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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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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RICHARD MARCHIONE, P.E.
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
15-J
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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
15-J
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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
5D
AT
E/
TI
ME
=
FIL
E
NA
ME
=
BD-
CB12
E.d
gn
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 07/14/16