N DOUBLE BARREL 9'-0 X 9'-0 CONCRETE BOX CULVERT … · double barrel 9'-0" x 9'-0" concrete box...

Nov 2

018

4.0

1 - E

xa

mple

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

DESIGN

DETAIL

REVISIONS

ofQTY'S

Design Section

Drwg No. Sheet 1 3

REVIEW

APPROVAL

LLL HHHQ R Stuv

N202050

DOUBLE BARREL 9'-0" X 9'-0"

CONCRETE BOX CULVERT EXTENSION

DESIGN DATA

ITEM NO. ITEM UNITQUANTITY

TOTALESTIMATE

206.03300

212.03900 CY

CY

217.01020 SY

301.01020

PERVIOUS BACKFILL MATERIAL X

217.01010 SY

511.02000 SY

N202050

N202050_1pl1.dgn

STA 112+54

LANDER - HUDSON ROAD

P-20 (WY 789)

FREMONT COUNTY

CULVERT SUBEXCAVATION

GEOTEXTILE, EROSION CONTROL X

513.00005

514.00015

900.60000

CLASS A CONCRETE

REINFORCING STEEL

CONTRACTOR QUALITY CONTROL (CONCRETE)

LS

LS

LS LUMP SUM

LUMP SUM

LUMP SUM

GEOTEXTILE, MATERIAL SEPARATION (WOVEN)

X

CRUSHER RUN SUBBASE

GABIONS

TON

ESTIMATED QUANTITIES - CODE 13

STRUCTURE NO. M-OTT-C

ML20B, RM 83.22

Sectio

n 4.0

1 - Prelim

inary

P-0008

PRELIMINARY

X

X

X

X CY

X LB

LOADING:

REINFORCED CONCRETE: Load and Resistance Factor Design -

f'

ADT: 3500 (Year 2005)

Dead Load:

Live Load:

APPROACH ROADWAY WIDTH: 72'-0"

8th Edition.

SPECIFICATIONS: AASHTO LRFD Bridge Design Specifications,

fy

c

= 60,000 psi (Grade 60)

= 4000 psi

Reinforcing Steel

Class A Concrete

72 pcf

120 pcf

Lateral earth pressure:

Vertical earth pressure:

Design fill: 7.0 ft

Lateral live load surcharge: 2 ft earth or 72 psf

HL93

Nov 2

018

4.0

1 - E

xa

mple

Wyo. Proj.

Sheet of Sheets

GENERAL NOTES

BAR MARKS

Straight Bars Bent Bars

Size Length Designation

508-3 4A2

Size

DESIGN

DETAIL

Design Section

ofSheetDrwg No.QTY'S

REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

Q R Stuv

2 3

HHH



N202050 Fr

REFERENCES

STA 112+54

N202050

Lander - Hudson Road

P-20 (WY 789)

LLL

N202050_1pl2.dgn

Sectio

n 4.0

1 - Prelim

inary

PRELIMINARY GENERAL NOTES

P-0008

Construction, 2010 Edition.

SPECIFICATIONS: WYDOT Standard Specifications for Road and Bridge

are out to out. Ensure bars marked with an asterisk (*) are coated.

face of reinforcing steel is 2" unless noted. Dimensions for bent bars

(Grade 60) for all bars, including ties and stirrups. Concrete cover to

REINFORCING STEEL: Ensure reinforcing steel conforms to ASTM A 615

Supplementary Specifications:

SS-100K Adjustment for Structural Steel

SS-500G

WYDOT Plans:

Control and Quality Acceptance

Structural Concrete with Quality

Sheet No.

Standard Plans:

206-1A Culvert and Trench Excavation

vertical : horizontal.

DIMENSIONS: Longitudinal dimensions are along flow line. Slopes are

Concrete.

necessary for the eyebolts is incidental to the contract pay item Class A

EYEBOLTS: Use galvanized bar conforming to ASTM A 709 (Grade 36). Work

incidental to the contract pay item Class A Concrete.

WEEP HOLE ASSEMBLIES: Work necessary for the weep hole assemblies is

expansion joint filler is incidental to the contract pay item Class A Concrete.

PREFORMED EXPANSION JOINT FILLER: Work necessary for the preformed

1 & 2 of 2

511-1A Wire Enclosed Riprap and Gabions

lines indicate new construction, hatched areas indicate removal.

LINE STYLE DESIGNATION: Phantom lines indicate existing structure, solid

Class A Concrete.

necessary for removal of concrete is incidental to the contract pay item

splice where necessary at no additional cost to the department. Work

reinforcing steel with the same size bar and weld-splice or mechanically

remain in place and straighten as required. Remove and replace damaged

REMOVAL OF CONCRETE: Thoroughly clean concrete from reinforcing steel to

and is incidental to the contract pay item, Class A Concrete.

CULVERT EXCAVATION: The estimated quantity of culvert excavation is 40 CY

Culvert and Trench Excavation.

subexcavation is calculated in accordance with Stanard Plan 206-1,

run subbase conforming to grading J. The estimated quantity of culvert

subexcavation with geotextile material separation. Backfill with crusher

3'-0" below the bottom of the culvert. Line the bottom of the culvert

CULVERT SUBEXCAVATION: The bottom limits of culvert subexcavation is

contract pay item Reinforcing Steel.

Work necessary for the adhesive anchorage system is incidental to the

a pullout strength of equal or greater capacity to the reinfoecing steel.

with the adhesive system manufacturer’s recommendations to provide

Drill and prepare holes and install the reinforcing steel in accordance

HIT-RE 500 V3 as manufactured by Hilti, Inc.

Sure Anchor I J-51 as manufactured by Dayton Superior

Red Head C6+ as manufactured by ITW Commercial Construction

CIA-GEL 6000-GP as manufactured by MiTek USA, Inc.

ADHESIVE ANCHORAGE SYSTEM: Use one of the following products:

A Concrete.

resin bonding compound is incidental to the contract pay item Class

the manufacturer's recommendations. Work necessary for the epoxy

Subsection 810.6, Epoxy Resin. Mix and apply in accordance with

sandblasting and reapply. Use bonding compound conforming to

the bonding compound gels before concrete placement, remove by

existing concrete and coat with epoxy resin bonding compound. If

EPOXY RESIN BONDING COMPOUND: Clean the roughened surfaces of the

A Concrete.

necessary for backfilling is incidental to the contract pay item Class

excavated material from the adjacent highway embankment. Work

with the inlet and outlet areas behind the gabions, with 1'-0"± of

CULVERT BOTTOM BACKFILL: Backfill the bottom of the west barrel, along

accordance with the road plans.

CULVERT CLEANING: Clean the east barrel of the existing culvert in

Bridge Drwg No. 2579

DESIGN

DETAIL

Design Section


REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

Q R Stuv

Wyo. Proj.

Sheet of Sheets

3

HHH



N202050 Fr

STA 112+54


P-20 (WY 789)

LLL

Sectio

n 4.0

1 - Prelim

inary

P-0008

N202050

Nov 2

018

4.0

1 - E

xa

mple

PRELIMINARY LAYOUT

3

N202050_1pl3.dgn

TS 111+38.30

R

Ls

Lc

Ts

s

D

PI Sta 117+08.03

=1909.86'

=420.00'

=289.89'

=569.73'

=6°18'00.0"

=21°17'48.5" (Lt)

=3°00'00.0"

N 6

0°22'1

9.2

" E

HORIZONTAL CURVE DATA

SECTION A-A

9'-0"

9'-0"9'-0"

30'-0" 30'-0"

72'-0"

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

1:81:8

Slope 2% Slope 2%

6'-0" 6'-0"

Clear ZoneClear Zone

Way

eled

Trav-

Way

eled

Trav-

Way

eled

Trav-

Way

eled

Trav-

Way

eled

Trav- ShoulderShoulder

Profile Grade Cover Coat Material

6"± Crushed Base (Typ)

16"± Crusher Run Subbase (Typ)

7"± Hot Plant Mix (Typ)

5"± Hot Plant Mix

24"± Existing Surfacing

Ë Survey

TYPICAL ROADWAY SECTION

30'-0" 38'-0"71'-0"

Extension Existing Culvert Extension

existing culvert

Slope to matchFlow Line existing culvert

Slope to match

LONGITUDINAL SECTION

30'-0

"±30°

15'-0"± 10'-0"±

35°

10'-0"±

15°

FLOW

40'-0

"±

30'-0" 71'-0" 38'-0"

74'-0"65'-0"

139'-0"

80'-0" 95'-0"

ExtensionExisting CulvertExtension

TO L

AN

DE

R

TO H

UD

SO

N

Tangent

90° to

Sta 112+54.00

Ë Culvert

Culvert

Center of

A A

AA

4'-6"

Berm

Stock

Gabions

Berm

Stock

Line (Typ)

Highway R/W

Proposed

Subexcavation (Typ)

Limits of Culvert

Gabions

113+00

112+00

Ë Survey

Ë C

ulv

ert

N

LOCATION PLAN

Ë Survey

Nov 2

018

Sectio

n 4.0

2 - G

eneral N

ote

s

4.0

2 - E

xa

mple

Wyo. Proj.

Sheet of SheetsB25

BRIDGE PROGRAM


DESIGN

DETAIL

REVISIONS

ofQTY'S

Design Section

Drwg No. Sheet 1 6

REVIEW

APPROVAL

LLL HHHQ R Stuv

0008

N202050



DESIGN DATA

ITEM NO. ITEM UNITQUANTITY

TOTALESTIMATE

206.03300

212.03900 CY

CY

217.01020 SY

301.01020

PERVIOUS BACKFILL MATERIAL 10

217.01010 SY

511.02000 SY

N202050

B1

N202050_1ts.dgn

STA 112+54

LANDER - HUDSON ROAD

P-20 (WY 789)

FREMONT COUNTY

CULVERT SUBEXCAVATION 360

GEOTEXTILE, EROSION CONTROL 80

513.00005

514.00015

900.60000

CLASS A CONCRETE

REINFORCING STEEL

CONTRACTOR QUALITY CONTROL (CONCRETE)

LS

LS

LS LUMP SUM

LUMP SUM

LUMP SUM 172.8 CY

20,630 LB

GEOTEXTILE, MATERIAL SEPARATION (WOVEN) 350

713

70

CRUSHER RUN SUBBASE

GABIONS

TON

ESTIMATED QUANTITIES - CODE 13

STRUCTURE NO. M-OTT-C

ML20B, RM 83.22

LOADING:

REINFORCED CONCRETE: Load and Resistance Factor Design -

f'

ADT: 3500 (Year 2005)

Dead Load:

Live Load:

APPROACH ROADWAY WIDTH: 72'-0"

8th Edition.

SPECIFICATIONS: AASHTO LRFD Bridge Design Specifications,

fy

c

= 60,000 psi (Grade 60)

= 4000 psi

Reinforcing Steel

Class A Concrete

72 pcf

120 pcf

Lateral earth pressure:

Vertical earth pressure:

Design fill: 7.0 ft

Lateral live load surcharge: 2 ft earth or 72 psf

HL93

Nov 2

018

Sectio

n 4.0

2 - G

eneral N

ote

s

4.0

2 - E

xa

mple

Wyo. Proj.

Sheet of SheetsB25

GENERAL NOTES

BAR MARKS

Straight Bars Bent Bars

Size Length Designation

508-3 4A2

Size

DESIGN

DETAIL

Design Section


REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

Q R Stuv

2

GENERAL NOTES

6

HHH

0008



N202050 Fr

REFERENCES

STA 112+54

N202050

B2


P-20 (WY 789)

LLL

N202050_1gn.dgn

Construction, 2010 Edition.

SPECIFICATIONS: WYDOT Standard Specifications for Road and Bridge

are out to out. Ensure bars marked with an asterisk (*) are coated.

face of reinforcing steel is 2" unless noted. Dimensions for bent bars

(Grade 60) for all bars, including ties and stirrups. Concrete cover to

REINFORCING STEEL: Ensure reinforcing steel conforms to ASTM A 615

Supplementary Specifications:

SS-100K Adjustment for Structural Steel

SS-500G

WYDOT Plans:

Control and Quality Acceptance

Structural Concrete with Quality

Sheet No.

Standard Plans:

206-1A Culvert and Trench Excavation

vertical : horizontal.

DIMENSIONS: Longitudinal dimensions are along flow line. Slopes are

Concrete.

necessary for the eyebolts is incidental to the contract pay item Class A

EYEBOLTS: Use galvanized bar conforming to ASTM A 709 (Grade 36). Work

incidental to the contract pay item Class A Concrete.

WEEP HOLE ASSEMBLIES: Work necessary for the weep hole assemblies is

expansion joint filler is incidental to the contract pay item Class A Concrete.

PREFORMED EXPANSION JOINT FILLER: Work necessary for the preformed

1 & 2 of 2

511-1A Wire Enclosed Riprap and Gabions

lines indicate new construction, hatched areas indicate removal.

LINE STYLE DESIGNATION: Phantom lines indicate existing structure, solid

Class A Concrete.

necessary for removal of concrete is incidental to the contract pay item

splice where necessary at no additional cost to the department. Work

reinforcing steel with the same size bar and weld-splice or mechanically

remain in place and straighten as required. Remove and replace damaged

REMOVAL OF CONCRETE: Thoroughly clean concrete from reinforcing steel to

and is incidental to the contract pay item, Class A Concrete.

CULVERT EXCAVATION: The estimated quantity of culvert excavation is 40 CY

Culvert and Trench Excavation.

subexcavation is calculated in accordance with Stanard Plan 206-1,

run subbase conforming to grading J. The estimated quantity of culvert

subexcavation with geotextile material separation. Backfill with crusher

3'-0" below the bottom of the culvert. Line the bottom of the culvert

CULVERT SUBEXCAVATION: The bottom limits of culvert subexcavation is

contract pay item Reinforcing Steel.

Work necessary for the adhesive anchorage system is incidental to the

a pullout strength of equal or greater capacity to the reinfoecing steel.

with the adhesive system manufacturer’s recommendations to provide

Drill and prepare holes and install the reinforcing steel in accordance

HIT-RE 500 V3 as manufactured by Hilti, Inc.

Sure Anchor I J-51 as manufactured by Dayton Superior

Red Head C6+ as manufactured by ITW Commercial Construction

CIA-GEL 6000-GP as manufactured by MiTek USA, Inc.

ADHESIVE ANCHORAGE SYSTEM: Use one of the following products:

A Concrete.

resin bonding compound is incidental to the contract pay item Class

the manufacturer's recommendations. Work necessary for the epoxy

Subsection 810.6, Epoxy Resin. Mix and apply in accordance with

sandblasting and reapply. Use bonding compound conforming to

the bonding compound gels before concrete placement, remove by

existing concrete and coat with epoxy resin bonding compound. If

EPOXY RESIN BONDING COMPOUND: Clean the roughened surfaces of the

A Concrete.

necessary for backfilling is incidental to the contract pay item Class

excavated material from the adjacent highway embankment. Work

with the inlet and outlet areas behind the gabions, with 1'-0"± of

CULVERT BOTTOM BACKFILL: Backfill the bottom of the west barrel, along

accordance with the road plans.

CULVERT CLEANING: Clean the east barrel of the existing culvert in

Bridge Drwg No. 2579

ofSheet

DESIGN

DETAIL

Design Section

Drwg No.QTY'S

Wyo. Proj.

Sheet of Sheets

REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

0008

Q R StuvPPP OOO

LLL

JJJ MMM

CULVERT DETAILS

HHHPPP

3 6

N202050_1cu1.dgn

STA 112+54



Lander-Hudson Road

P-20 (WY 789)

N202050 Fr

N202050

B3 B25

TS 111+38.30

N 6

0°22'1

9.2

" E

R

Ls

Lc

Ts

s

D

PI Sta 117+08.03

=1909.86'

=420.00'

=289.89'

=569.73'

=6°18'00.0"

=21°17'48.5" (Lt)

=3°00'00.0"

HORIZONTAL CURVE DATA

Ë Survey

1'-6"

2'-0"±

6'-0"

±

½2

1'-0"±

6"±

1

(Min)

Bottom

Channel

Stock Berm

Gabions

entire limits of gabions)

Control (Place under

Geotextile, Erosion

TYPICAL SECTION THRU RIPRAP

TO L

AN

DE

R

TO H

UD

SO

N

30°

30'-0

"±

15'-0"±

35°

15°

10'-0"±10'-0"±

40'-0

"±

74'-0"

38'-0"

95'-0"

139'-0"

71'-0"

80'-0"

65'-0"

30'-0"


Tangent

90° to

4'-6"

113+00

112+00

FLOW

Ë C

ulv

ert

Ë Survey

Center of CulvertSta 112+54.00

Ë Culvert

Subexcavation (Typ)

Limits of Culvert

Berm

Stock

Gabions

Line (Typ)

Highway R/W

Proposed

Stock Berm

Gabions

N

LOCATION PLAN

Nov 2

018

Sectio

n 4.1

7 - C

ulv

erts

4.1

7 - E

xa

mple

Wyo. Proj.

Sheet of Sheets

Nov 2

018

ofSheet

DESIGN

DETAIL

Design Section

Drwg No.QTY'S

REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

HHHPPP

N202050

B25

0008

Q R StuvPPP OOO

LLL

JJJ MMM

CULVERT DETAILS

6

STA 112+54



Lander-Hudson Road

P-20 (WY 789)

N202050 Fr

Sectio

n 4.1

7 - C

ulv

erts

4.1

7 - E

xa

mple

B4

4

N202050_1cu2.dgn

1'-6"

1'-0"

Top of Slab

remain in place

Steel - to

Reinforcing

Longitudinal

to be removed

Steel Ties -

Reinforcing

Cut Line

from top of top slab.

maintain 2" clearance

place. Cut bars to

Steel - to remain in

Vertical Reinforcing

removed (Typ)

Steel - to be

Reinforcing

Transverse

PARAPET REMOVAL DETAIL

1'-0"

Reinforcing Steel

Existing Longitudinal

619-11

4C5

& 6C3

607-2

419-11

438-10

509-7

409-7 or

419-11Reinforcing Steel

Existing Vertical

DETAIL A

(Showing new construction)

1'-0"

9"

9"1'-6"

" Cl

½2

4C1

619-6 620-8

619-11 620-8

PARAPET DETAIL

N

A B

BA

30'-0"

4C5@12"=28'-0"

607-2@12"=28'-0" (Top of Slab)

419-11@12"=28'-0" (Bott of Slab)

71'-0" 38'-0"

4C5@12"=37'-0"

607-2@12"=36'-0" (Top of Slab)

419-11@12"=36'-0" (Bott of Slab)

4C1

@12"

5C6@12"=36'-0"

419-11@12"=37'-0" (Top of Slab)

708-0@12"=37'-0" (Bott of Slab)

4C4@12"=37'-0" (Interior Wall)

6C3@12"=37'-0" (Exterior Walls)

5C6@12"=28'-0"

419-11@12"=29'-0" (Top of Slab)

708-0@12"=29'-0" (Bott of Slab)

4C4@12"=29'-0" (Interior Wall)

6C3@12"=29'-0" (Exterior Walls)


=9'-0"

Sho

win

gSho

win

g

top sla

bbott sla

b

1'-0"

1'-0"

(Typ)

(Typ)

1'-0"

6"

6"

6"

1'-0"

6"

1'-0"

6"

(Typ)

" ½

76"

6"

6"

6"

6"

6"

6"

6"

6"

(20 req'd per bott slab)

603-0 Dowel Bars

6"

(20 req'd top slab)

603-0 Dowel Bars

419-11 (Bott)

619-11 (Top)

Ë C

ulv

ert (Sy

m)

Bott of Slab)

Row - Top &

438-10 (Typ

(Typ)

619-11 (Bott)

619-6 (Top)

& Bott) (Typ)

620-8 (Top

Bott of Slab)

Row - Top &

437-10 (Typ

Bott of Slab)

Row - Top &

429-10 (Typ

Bott of Slab)

Row - Top &

429-10 (Typ

PLAN

30'-0"

6C3 (2 per line)@12"=29'-0" 6C3 (2 per line)@12"=37'-0"

38'-0"71'-0"

409-7@12"=37'-0" (Interior Wall)

509-7@12"=37'-0"

409-7@12"=29'-0" (Interior Wall)

509-7@12"=29'-0"

3'-0"

2'-3"

Extension

(Outside Face of Exterior Walls)

Existing Culvert Extension

(Outside Face of Exterior Walls)

(Inside Face of Exterior Walls)(Inside Face of Exterior Walls)

(Typ)

9"

1'-0"

6"

(Typ)

6" 6"

6"

6"

6"

(10 req'd per wall)

603-0 Dowel Bars

6"

and Detail A

Removal Detail

See Parapet

Row - Each Wall)

437-10 (Typ

existing culvert

Slope to match

Detail (Typ)

See Parapet

Flow Lineexisting culvert

Slope to match

Row - Each Wall)

429-10 (Typ

LONGITUDINAL SECTION

(Showing reinforcing steel in walls)

6"

Note:

3)

2)

1)

For Sections A-A and B-B, see Sheet No. 5.

adhesive anchorage system.

embed 1'-6" into existing culvert, and set with an

Center 603-0 dowel bars in existing slabs and walls,

cut 1" deep minimum top and bottom.

Place cut line as close as possible to parapet and saw

Wyo. Proj.

Sheet of Sheets

N202050

B25

Sectio

n 4.1

7 - C

ulv

erts

ofSheet

DESIGN

DETAIL

Design Section

Drwg No.QTY'S

REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

HHHPPP

0008

Q R StuvPPP OOO

LLL

JJJ MMM

CULVERT DETAILS

6

STA 112+54



Lander-Hudson Road

P-20 (WY 789)

N202050 Fr

4.1

7 - E

xa

mple

Nov 2

018

B5

5

N202050_1cu3.dgn

Required

NumberMarkLocation

Bending Diagrams

Footings

Slabs and

Bottom

Walls

Parapets

and

Top Slabs

Wingwalls

Weight 1295 LB

8515-5

Set Bars 4

20414-8

412-9 4

4409-9

406-9 4

4403-9

4365 LBWeight

620-8 4

3

2

66

40

28

28

67

67

404C1

4C5

419-11

429-10

438-10

603-0

607-2

619-6

619-11

Weight 5893 LB

60

136

4

136

41

41

68

68

9071 LBWeight

409-7

429-10

437-10

509-7

511-1

6C3

603-0

4C4

419-11

421-0

429-10

437-10

5C2

5C6

506-8

6C3

603-0

708-0

40

156

136

66

120

28

28

28

68

68

Set Diagram

4C1 (Tie)

5C2

6C3

4C4

5C6

Set Bars (No. 5 Bars)

(20'-3")

(20'-4")

(2'-7")

(9'-8")

(4'-11")

(4'-4")

4C5

") ½(Avg length=7'-3

~

~

~

~~

~

29 B

ars 9'-7"

5'-0"

4" " ½7'-7

4'-0"

5"

" ½7'-6

4'-0"

6'-2"

1'-11"

2'-6"

" ½

1'-1

8"

2'-5"

3'-6"

8"

BILL OF REINFORCEMENT

Cut

Lin

e

20'-3"

9'-0"9"

429-10@7 Ea Spa 429-10@

9" 9'-0"

429-10@7 Ea Spa

429-10@

9"

429-10@

429-10

@16"=

8'-0"

429-10

@12"=

8'-0"

429-10

@12"=

8'-0"

9"

9'-0"

10'-6"

9"

429-10@7 Ea Spa

429-10@ 429-10@

429-10@7 Ea Spa429-10@

1'-0"±

6"

6"

6"

6"

3 Eq Spa

3 Eq Spa

3 Eq Spa

(Insid

e F

ace)

(O

utsid

e F

ace)

3 Eq Spa

3 Eq Spa

3 Eq Spa

(Typ)

3" Cl

(Typ)

4C5 607-2

419-11

6C3

509-7409-7

6C3Keyway (Typ)

Const Jt w/1" x 3"

6C3

509-76C3

Backfill

Bottom

Culvert

and right)

legs left

wall) (Alternate

4C4 (Center in

5C6 419-11 708-0

SECTION A-A

20'-3"

9'-0"9" 9"

438-10@7 Ea Spa

438-10@

438-10@ 438-10@7 Ea Spa

9'-0" 9"

438-10@

9"

9'-0"

10'-6"

9"

437-10@

437-10@7 Ea Spa437-10@437-10@7 Ea Spa

437-10@

6"

437-10

@12"=

8'-0"

6"

437-10

@12"=

8'-0"

437-10

@16"=

8'-0"

6"

6"

1'-0"±

3 Eq Spa

(Insid

e F

ace)

(O

utsid

e F

ace)

3 Eq Spa

3 Eq Spa

3 Eq Spa3 Eq Spa

(Typ)

3" Cl

(Typ)

Keyway (Typ)

Const Jt w/1" x 3"

4C5 607-2

419-11

6C3

509-7409-7

6C3

509-7

6C3

6C3

5C6 419-11 708-0

Backfill

Bottom

Culvert

and right)

legs left

wall) (Alternate

4C4 (Center in

3 Eq Spa

SECTION B-B

Note:

5)

4)

3)

2)

1)

For location of Sections A-A and B-B, see Sheet No. 4.

Place 607-2 and 708-0 bars symmetrical about interior wall.

Place 409-7 bars with 4C4 bars.

Place short leg of 4C4 bars in bottom slabs.

Place long leg of 6C3 bars in exterior walls.

ofSheet

DESIGN

DETAIL

Design Section

Drwg No.QTY'S

REVIEW

APPROVAL

REVISIONS


BRIDGE PROGRAM

HHHPPP

0008

Q R StuvPPP OOO

LLL

JJJ MMM

CULVERT DETAILS

6

STA 112+54



Lander-Hudson Road

P-20 (WY 789)

N202050 Fr

Sectio

n 4.1

7 - C

ulv

erts

6

N202050_1cu4.dgn

4.1

7 - E

xa

mple

Nov 2

018

Wyo. Proj.

Sheet of Sheets

N202050

B25B6

Close joint

EYEBOLT DETAIL

Proj

6"

3"

1"ø

½"øBar

2 ½

"(16 req'd for securing fence)

1'-0"

1'-0"

Hardware Cloth

WEEP HOLE ASSEMBLY DETAIL

RF Wingwall

Fill Slope

2'-6"

behin

d win

gwall)

(Continuous

Backfill M

aterial

Pervio

us

Sack

Burlap 4 STD x 1'-0"

Weep Hole Pipe

506-8

@6"=

19'-0

"

5C2

@6"=

14'-0

"

421-0

@12"

12"

17'-9"

15'-0"

1'-0"1'-9"

4'-3"

4'-3

"

1'-9

"

7'-0

"

" Á12'-6

" Â

6'-10

" ½

19'-5

" Á

2'-5

" Á

12'-6

" À

15'-11

" À

20'-2

1'-0

"

" ¼

11

" ¾

5

45°

Pipe (Typ)

Weep Hole

5C2

=6'-0"

6"

6"

6"

Ë C

ulv

ert (Sy

m)

(Outlet shown, inlet similar)

WINGWALL PLAN

15'-0"

10'-0"

5'-0"

5'-0"

2'-0"

8 S

pa

@12"=

8'-0"

5'-0"6'-9"

Set Bars@6"=14'-0" (RF)

3'-3"

6" 6"6"

3'-0"

6"

1'-0"

6"

(Typ)

Expansion Joint Filler

½" Preformed

511-1 (RF)

403-9 (RF)

406-9 (RF)

515-5 (EF)

409-9 (RF)

412-9 (RF)

505-0 (RF) 509-7 (RF)

414-8 (RF)

Pipe (Typ)

Ë Weep Hole

TYPICAL WINGWALL ELEVATION

1'-9"1'-0" 4'-3"

414-8

421-0

6'-0"

7'-0"

1'-0"

2'-0"

3'-0"

1'-0"

3" Cl

5C2

2" x 4" KeywayConst Jt w/

506-8

Weep Hole Pipe

Set Bars

RF Wingwall

412-9

409-9

406-9

403-9

515-5

TYPICAL WINGWALL SECTION

Note:

3)

2)

1)

tied burlap sack.

and one cubic foot of coarse aggregate in a securely

end and firmly anchored to rear face of wingwall,

(Minimum wire diameter 0.03") centered over pipe

or galvanized steel wire 4 mesh hardware cloth

through the wingwall, one 6" x 6" piece of aluminum

Each weep hole assembly consists of a pipe 4 STD

Place Set Bars and 511-1 bars with 5C2 bars.

Place short leg of 5C2 bars in footing.

N DOUBLE BARREL 9'-0 X 9'-0 CONCRETE BOX CULVERT … · double barrel 9'-0" x 9'-0" concrete box...

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Transcript of N DOUBLE BARREL 9'-0 X 9'-0 CONCRETE BOX CULVERT … · double barrel 9'-0" x 9'-0" concrete box...