Dec 2008 CONCRETE BOX CULVERT EXTENSION - · PDF file · 2017-07-26CONCRETE BOX...

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

I

Wyo. Proj.

Sheet of Sheets

ofSheet 1 3

DOUBLE BARREL 9’-0" X 9’-0"CONCRETE BOX CULVERT EXTENSION

STA 112 54

P-20 (WY 789)FREMONT COUNTY

ITEM NO. ITEM UNIT TOTAL QUANTITY ESTIMATE

513.00015 CLASS B CONCRETE LS LUMP SUM

514.00015 REINFORCING STEEL LS LUMP SUM

511.01000 CY

PERVIOUS BACKFILL MATERIAL CY212.03900

301.01020

217.01020 SY

ESTIMATED QUANTITIES - CODE 13

CY206.03300 CULVERT SUBEXCAVATION

DESIGN DATA

REINFORCED CONCRETE: Load Factor Design -

Class B Concrete f’ =c

Reinforcing Steel f y =

f y =

3250 psi

ADT: 3500 (Year 2005)

60,000 psi (Grade 60)

40,000 psi (Grade 40)

GEOTEXTILE, MATERIAL SEPARATION (WOVEN)

217.01010 SYGEOTEXTILE, EROSION CONTROL

CRUSHER RUN SUBBASE

AS=12

Q R StuvLLL HHH

LANDER-HUDSON ROAD

SPECIFICATIONS: AASHTO Standard Specifications for Highway Bridges,

TON

PRELIMINARY

P-0008

X

X

X

X

X

X

X CY

X LB

4.0

1 - E

xam

ple

Sectio

n 4

.01 - P

relim

inary

Live Load: HS20

LOADING:

Vertical earth pressure: 120 pcf

Lateral earth pressure: 72 pcf

17th Edition

Lateral live load surcharge: 2 ft earth or 72 psf

Dead Load: Design fill: 7.0 ft

APPROACH ROADWAY WIDTH: 72’-0"

N202050

N202050

N202050_1pl1.dgn

GABIONS

REFERENCES

Standard Plans:

206-1 Culvert and Trench Excavation

511-1 Wire Enclosed Riprap and Gabions

1 & 2 of 2

WYDOT Plans:

Bridge Drwg No. 2579

Sheet No.

Supplementary Specifications: Dated

SS-100K

SS-500G

Adjustment for Structural Steel 8-14-08

Structural Concrete with Quality

Control and Quality Acceptance Rev 5-2-07

Dec 2

008

STRUCTURE NO. OTT

ML20B, RM 83.22

Size

~

~

Length Size Designation

~

~

508-3 4A2

Straight Bars Bent Bars

BAR MARKS

GENERAL NOTES

BRIDGE PROGRAM

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No. 2 3

PPP

LLL

JJJ

OOO

MMM

Q R Stuv

Fr

DOUBLE BARREL 9’-0" X 9’-0"

CONCRETE BOX CULVERT EXTENSION

STA 112+54

Lander-Hudson Road

P-20 (WY 789)

Wyo. Proj.

Sheet of Sheets


APPROVED

DATE

REVISIONS

HHH

AS=12

PRELIMINARY GENERAL NOTES

P-0008

4.0

1 - E

xam

ple

Sectio

n 4

.01 - P

relim

inary

Ap

r 20

07

N202050

N202050

N202050_1pl2.dgn

Edition

LINE STYLE DESIGNATION: Phantom lines indicate existing structure, solid lines indicate new

construction, hatched areas indicate removal.

REINFORCING STEEL: Concrete cover to face of reinforcing steel is 2" unless noted. Dimensions

CULVERT EXCAVATION: The estimated quantity of culvert excavation is X CY and is incidental to

the contract pay item Class B Concrete.

REMOVAL OF CONCRETE: Remove portions of the existing culvert to the limits shown. Thoroughly

EPOXY RESIN BONDING COMPOUND: Clean the exterior ends of the existing culvert and coat with

PREFORMED EXPANSION JOINT FILLER: Work necessary for the preformed expansion joint filler

is incidental to the contract pay item Class B Concrete.

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

plans.

CULVERT CLEANING: Clean the east barrel of the existing culvert in accordance with the road

SPECIFICATIONS: WYDOT Standard Specifications for Road and Bridge Construction, 2003

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

contract pay item Class B Concrete.

for bent bars are out to out.

Epoxy Anchoring Systems as manufactured by Covert Operations

Epcon System as manufactured by ITW Ramset/Red Head

AC100 Plus/AC5.5 Plus as manufactured by Powers Fasteners, Inc.

Sure Anchor ? (J-51) as manufactured by Dayton Superior

HSE 2421 Epoxy Adhesive Anchor as manufactured by Hilti, Inc.

HIT HY 150 System as manufactured by Hilti, Inc.

DIMENSIONS: Longitudinal dimensions are along flow line. Slopes are vertical : horizontal.

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

eyebolts is incidental to the contract pay item Class B Concrete.

outlet areas behind the wire enclosed riprap, with 1’-0"{ of excavated material from the

adjacent highway embankment. Work necessary for the backfilling is incidental to the contract

pay item Class B Concrete.

clean concrete from reinforcing steel to remain in place and straighten as required. Remove

and replace damaged reinforcing steel with the same size bar and weld-splice where necessary

at no additional cost to the department. Work necessary for removal of concrete and the

cutting, cleaning, and straightening of reinforcing steel is incidental to the contract pay item

Class B Concrete.

ADHESIVE ANCHORAGE SYSTEM: Use one of the following adhesive anchorage systems:

Drill and prepare holes for the adhesive anchorage system as recommended by the manufacturer.

Install in accordance with the manufacturer’s recommendations to provide pullout strength of

equal or greater capacity to the corresponding reinforcing steel. Work necessary for the

adhesive anchorage system is incidental to the contract pay item Class B Concrete.

epoxy resin bonding compound. Place new concrete immediately after applying the bonding

compound. If the bonding compound gels before concrete placement, remove by sandblasting and

reapply. Use bonding compound conforming to Subsection 810.6, Epoxy Resin. Mix and apply

in accordance with the manufacturer’s recommendations. Work necessary for the epoxy resin

bonding compound is incidental to the contract pay item Class B Concrete.

CULVERT SUBEXCAVATION: The bottom limits of culvert subexcavation is 3’-0" below the bottom

of the culvert. Line the bottom of the culvert subexcavation with geotextile material separation.

Backfill with crusher run subbase conforming to Grading J. The estimated quantity of culvert

subexcavation is calculated in accordance with Standard Plan 206-1, Culvert and Trench

Excavation.

N

A A

A A

30’-0" 71’-0"

LONGITUDINAL SECTION

Existing CulvertExtension

38’-0"

Extension

Slope to match

existing culvert

Slope to match

existing culvert

4’-6"

112+00

113+00

30’-0" 38’-0"71’-0"

Extension ExtensionExisting Culvert

65’-0"

139’-0"

74’-0"

80’-0" 95’-0"

| Culvert

Sta 112+54.00

TO

LA

ND

ER

TO

HU

DS

ON

90^ to

Tangent

| Survey

Limits of Culvert

Subexcavation (Typ)

| C

ulv

ert

FLOW

Stock

Berm

LOCATION PLAN

Center of

Culvert

30^ 35^

15^

Stock

Berm

9’-0" 9’-0"

9’-

0"

SECTION A-A

Slope 2%

6’-0" 12’-0" 12’-0" 12’-0"

Trav-

eled

Way

Trav-

eled

Way

Trav-

eled

Way

Shoulder

30’-0"

Clear Zone

Profile Grade

72’-0"

6’-0"12’-0"12’-0"

Trav-

eled

Way

Trav-

eled

Way

Shoulder

30’-0"

Clear Zone

Slope 2%

Cover Coat Material

| Survey

1:8 1:8

5"{ Hot Plant Mix

24"{ Existing Surfacing

6"{ Crushed Base (Typ)

16"{ Crusher Run Subbase (Typ)

TYPICAL ROADWAY SECTION

TS 111+38.30

N 6

0^22’19.2

" E

HORIZONTAL CURVE DATA

Fr



STA 112+54

Lander-Hudson Road

P-20 (WY 789)

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM


Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

3 3

AS=25

PRELIMINARY LAYOUT

P-0008

LLL HHHQ R Stuv

30’-0"{

15’-0"{ 10’-0"{

10’-0"{

40’-0

"{

Flow Line

PI Sta 117+08.03

D=3^00’00.0"

=21^17’48.5" (Lt)

s=6^18’00.0"

Ts=569.73’

Lc=289.89’

Ls=420.00’

R=1909.86’

7"{ Hot Plant Mix (Typ)

4.0

1 - E

xam

ple

Sectio

n 4

.01 - P

relim

inary

Proposed

Highway R/W

Line (Typ)

Ap

r 20

07

N202050

N202050

N202050_1pl3.dgn

Gabions

Gabions

BRIDGE PROGRAM


Q’S

DESIGN

DETAIL

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

I

Wyo. Proj.

Sheet of SheetsB1

ofSheet 1 6

DOUBLE BARREL 9’-0" X 9’-0"CONCRETE BOX CULVERT EXTENSION

STA 112 54

P-20 (WY 789)FREMONT COUNTY

ITEM NO. ITEM UNIT TOTAL QUANTITY ESTIMATE

513.00015 CLASS B CONCRETE LS LUMP SUM

514.00015 REINFORCING STEEL LS LUMP SUM

511.01000 10CY

PERVIOUS BACKFILL MATERIAL CY212.03900

301.01020

217.01020 SY

713

172.8 CY

350

ESTIMATED QUANTITIES - CODE 13

CY206.03300 CULVERT SUBEXCAVATION

GEOTEXTILE, MATERIAL SEPARATION (WOVEN)

217.01010 SYGEOTEXTILE, EROSION CONTROL

CRUSHER RUN SUBBASE

360

80

AS=12

B25

Q R Stuv

0008

LLL HHH

LANDER-HUDSON ROAD

10

TON

4.0

2 - E

xam

ple

Sectio

n 4

.02

- Gen

era

l No

tes

REFERENCES

DESIGN DATA

REINFORCED CONCRETE: Load Factor Design -

Class B Concrete f’ =c

Reinforcing Steel f y =

f y =

3250 psi

ADT: 3500 (Year 2005)

60,000 psi (Grade 60)

40,000 psi (Grade 40)

Standard Plans:

206-1 Culvert and Trench Excavation

511-1 Wire Enclosed Riprap and Gabions

SPECIFICATIONS: AASHTO Standard Specifications for Highway Bridges,

Live Load: HS20

LOADING:

Vertical earth pressure: 120 pcf

Lateral earth pressure: 72 pcf

17th Edition

Lateral live load surcharge: 2 ft earth or 72 psf

Dead Load: Design fill: 7.0 ft

APPROACH ROADWAY WIDTH: 72’-0"

N202050

N202050

N202050_1ts.dgn

GABIONS

20,630 LB

1 & 2 of 2

WYDOT Plans:

Bridge Drwg No. 2579

Sheet No.

Supplementary Specifications: Dated

SS-100K

SS-500G

Adjustment for Structural Steel 8-14-08

Structural Concrete with Quality

Control and Quality Acceptance Rev 5-2-07

Dec 2

008

STRUCTURE NO. OTT

ML20B, RM 83.22

Size

~

~

Length Size Designation

~

~

508-3 4A2

Straight Bars Bent Bars

BAR MARKS

Edition

LINE STYLE DESIGNATION: Phantom lines indicate existing structure, solid lines indicate new

construction, hatched areas indicate removal.

REINFORCING STEEL: Concrete cover to face of reinforcing steel is 2" unless noted. Dimensions

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

the contract pay item Class B Concrete.

REMOVAL OF CONCRETE: Remove portions of the existing culvert to the limits shown. Thoroughly

EPOXY RESIN BONDING COMPOUND: Clean the exterior ends of the existing culvert and coat with

PREFORMED EXPANSION JOINT FILLER: Work necessary for the preformed expansion joint filler

is incidental to the contract pay item Class B Concrete.

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

plans.

CULVERT CLEANING: Clean the east barrel of the existing culvert in accordance with the road

GENERAL NOTES

BRIDGE PROGRAM

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No. 2 6

PPP

LLL

JJJ

OOO

MMM

Q R Stuv

0008

Fr



STA 112+54

Lander-Hudson Road

P-20 (WY 789)

Wyo. Proj.

Sheet of SheetsB2


APPROVED

DATE

REVISIONS

GENERAL NOTES

HHH

AS=12

B25

SPECIFICATIONS: WYDOT Standard Specifications for Road and Bridge Construction, 2003

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

contract pay item Class B Concrete.

for bent bars are out to out.

Epoxy Anchoring Systems as manufactured by Covert Operations

Epcon System as manufactured by ITW Ramset/Red Head

AC100 Plus/AC5.5 Plus as manufactured by Powers Fasteners, Inc.

Sure Anchor ? (J-51) as manufactured by Dayton Superior

HSE 2421 Epoxy Adhesive Anchor as manufactured by Hilti, Inc.

HIT HY 150 System as manufactured by Hilti, Inc.

4.0

2 - E

xam

ple

Sectio

n 4

.02

- Gen

era

l No

tes

DIMENSIONS: Longitudinal dimensions are along flow line. Slopes are vertical : horizontal.

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

eyebolts is incidental to the contract pay item Class B Concrete.

outlet areas behind the wire enclosed riprap, with 1’-0"{ of excavated material from the

adjacent highway embankment. Work necessary for the backfilling is incidental to the contract

pay item Class B Concrete.

Ap

r 20

07

clean concrete from reinforcing steel to remain in place and straighten as required. Remove

and replace damaged reinforcing steel with the same size bar and weld-splice where necessary

at no additional cost to the department. Work necessary for removal of concrete and the

cutting, cleaning, and straightening of reinforcing steel is incidental to the contract pay item

Class B Concrete.

ADHESIVE ANCHORAGE SYSTEM: Use one of the following adhesive anchorage systems:

Drill and prepare holes for the adhesive anchorage system as recommended by the manufacturer.

Install in accordance with the manufacturer’s recommendations to provide pullout strength of

equal or greater capacity to the corresponding reinforcing steel. Work necessary for the

adhesive anchorage system is incidental to the contract pay item Class B Concrete.

N202050

N202050

N202050_1gn.dgn

epoxy resin bonding compound. Place new concrete immediately after applying the bonding

compound. If the bonding compound gels before concrete placement, remove by sandblasting and

reapply. Use bonding compound conforming to Subsection 810.6, Epoxy Resin. Mix and apply

in accordance with the manufacturer’s recommendations. Work necessary for the epoxy resin

bonding compound is incidental to the contract pay item Class B Concrete.

CULVERT SUBEXCAVATION: The bottom limits of culvert subexcavation is 3’-0" below the bottom

of the culvert. Line the bottom of the culvert subexcavation with geotextile material separation.

Backfill with crusher run subbase conforming to Grading J. The estimated quantity of culvert

subexcavation is calculated in accordance with Standard Plan 206-1, Culvert and Trench

Excavation.

N

4’-6"

112+00

113+00

30’-0" 38’-0"71’-0"

Extension ExtensionExisting Culvert

65’-0"

139’-0"

74’-0"

80’-0" 95’-0"

| Culvert

Sta 112+54.00Center of Culvert

TO

LA

ND

ER

TO

HU

DS

ON

90^ to

Tangent

| Survey

Limits of Culvert

Subexcavation (Typ)

30^ 35^

15^

| C

ulv

ert

FLOW

Stock Berm

Stock

Berm

LOCATION PLAN

1’-6

"

1

6’-0"{

Channel

Bottom

Stock Berm

1’-

0"{

(Min

)

TYPICAL SECTION THRU RIPRAP

Wyo. Proj.

Sheet of SheetsB3

BRIDGE PROGRAM


Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

3 6

B25

CULVERT DETAILS

PPP

LLL

JJJ

OOO

MMM

HHHPPP

Q R Stuv

0008

Fr



STA 112+54

Lander-Hudson Road

P-20 (WY 789)

15’-0"{

30’-0"{

10’-0"{

10’-0"{

40’-0

"{

2’-0"{

6"{

2 1/2

TS 111+38.30

N 6

0^22’19.2

" E

HORIZONTAL CURVE DATA

PI Sta 117+08.03

D=3^00’00.0"

=21^17’48.5" (Lt)

s=6^18’00.0"

Ts=569.73’

Lc=289.89’

Ls=420.00’

R=1909.86’

4.1

7 - E

xam

ple

Sectio

n 4

.17

- Cu

lverts

Proposed

Highway R/W

Line (Typ)

N202050

N202050

N202050_1cu1.dgn

Gabions

Gabions

Gabions

Geotextile, Erosion

Control (Place under

entire limits of gabions)

| Survey

Dec 2

008

A

A

B

B

N

30’-0" 71’-0"

LONGITUDINAL SECTION

509-7@12"=29’-0"

3’-0"

1’-0"

(Typ)

6" 6"

(Inside Face of Exterior Walls)

509-7@12"=37’-0" 6"6"

(Inside Face of Exterior Walls)


38’-0"

Extension

603-0 Dowel Bars

(10 req’d per wall)

See Parapet

Detail (Typ)

| C

ulv

ert

(S

ym

)

Slope to match

existing culvertSlope to match

existing culvert

1’-0"

(Typ)

1’-0"

(Typ)

5C6@12"=28’-0" 6"6"

419-11@12"=29’-0" (Top of Slab)

6" 6"

6" 6"

1’-0" 6"

419-11@12"=28’-0" (Bott of Slab)

607-2@12"=28’-0" (Top of Slab)

4C5@12"=28’-0"

30’-0" 71’-0"


38’-0"

Extension

5C6@12"=36’-0"6" 6"

419-11@12"=37’-0" (Top of Slab)

6"6"

6"

1’-0"4C5@12"=37’-0"

607-2@12"=36’-0" (Top of Slab)

419-11@12"=36’-0" (Bott of Slab)

1’-0"

6"

6"

619-11 (Top)

419-11 (Bott)

603-0 Dowel Bars

(20 req’d per bott slab)

7 1/

2 "

4C

1@

12

"

=9’-0"

(Ty

p)

PLAN

top

sla

b

Sh

ow

ing

Sh

ow

ing

bott

sla

b

Note: 1)

2)

3)

1’-0"

1’-

6"

Longitudinal

Reinforcing

Steel - to

remain in place

Transverse

Reinforcing

Steel - to be

removed (Typ)

Top of Slab

Reinforcing

Steel Ties -

to be removed

Vertical Reinforcing

Steel - to remain in

place. Cut bars to

maintain 2" clearance

from top of top slab.

Cut Line

PARAPET REMOVAL DETAIL

619-11

419-11

Existing Vertical

Reinforcing Steel 1’-0"

409-7 or

509-7

438-10Existing Longitudinal

Reinforcing Steel

DETAIL A

(Showing new construction)

PARAPET DETAIL

1’-

6"

1’-0"

9"

9"

2 1

/2 "

Cl4C1

Wyo. Proj.

Sheet of SheetsB4

BRIDGE PROGRAM


APPROVED

DATE

REVISIONS

AS=10

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No. 4 6

CULVERT DETAILS

PPP

LLL

JJJ

OOO

MMM

HHHPPP

Q R Stuv

0008

Fr



STA 112+54

Lander-Hudson Road

P-20 (WY 789)

B25

603-0 Dowel Bars

(20 req’d top slab)

708-0@12"=29’-0" (Bott of Slab)

4C4@12"=29’-0" (Interior Wall)

708-0@12"=37’-0" (Bott of Slab)

4C4@12"=37’-0" (Interior Wall)

6"

6" 6"

(Outside Face of Exterior Walls) (Outside Face of Exterior Walls)

409-7@12"=29’-0" (Interior Wall)

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

409-7@12"=37’-0" (Interior Wall)

(Showing reinforcing steel in walls)

Flow Line

429-10 (Typ

Row - Top &

Bott of Slab)

429-10 (Typ

Row - Top &

Bott of Slab)

438-10 (Typ

Row - Top &

Bott of Slab)

437-10 (Typ

Row - Top &

Bott of Slab)

6C3@12"=29’-0" (Exterior Walls) 6C3@12"=37’-0" (Exterior Walls)

429-10 (Typ

Row - Each Wall)

437-10 (Typ

Row - Each Wall)

See Parapet

Removal Detail

and Detail A

2’-3"

9"

(Ty

p)

4.1

7 - E

xam

ple

Sectio

n 4

.17

- Cu

lverts

4C5

419-11

607-2

& 6C3

Place cut line as close as possible to parapet and saw

cut 1" deep minimum top and bottom.

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

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

adhesive anchorage system.

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

N202050

N202050

N202050_1cu2.dgn

619-6 (Top)

619-11 (Bott)

(Typ)

620-8 (Top

& Bott) (Typ)

619-6 620-8

619-11 620-8

Dec 2

008

~

~

~

~~

~

Cut L

ine

Set Bars (No. 5 Bars)

1’-

11

"

4C4

(2’-7")

8"

4C1 (Tie)

Walls

Wingwalls412-9

414-8 20

Set Bars

29

Bars

66

1’-

1 1

/2 "

4C1 40

2

4

419-11

607-2

7’-6 1/2 "

4’-0"

2’-6

"

2’-5"

5C2

(4’-11")

6’-2

"

3’-6"

6C3

(9’-8")

8"

4C5

7’-7 1/2 "

4’-0"

5C6

4"

68

4C4 68

(4’-4")

4C5 67

419-11 68

68

6C3

5"

4

409-7

509-7 136

40603-0

40603-0

421-0 28

429-10 28

403-9

406-9

409-9

4

515-5 8

429-10 28

5C6 66

429-10 41

5’-0"

9’-7"

136

603-0 60

6C3 136

511-1

(20’-4")

(20’-3")

(Avg length=7’-3 1/2 ")

Top Slabs

and

Parapets

438-10 28

619-11

437-10 41

437-10 28

Weight

Weight

Weight

5893 LB

1295 LB

BRIDGE PROGRAM

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No. 5 6

CULVERT DETAILS

PPP

LLL

JJJ

OOO

MMM

HHHPPP

Q R Stuv

0008

Fr



STA 112+54

Lander-Hudson Road

P-20 (WY 789)

6"

6"

42

9-1

0@

12

"=

8’-0

"

42

9-1

0@

12

"=

8’-0

"

(Insid

e F

ace)

6"

6"

42

9-1

0@

16

"=

8’-0

"

(Ou

tsid

e F

ace)

(Ty

p)

6C3

6C3

509-7

429-10@7 Ea Spa 429-10@

3 Eq Spa

429-10@7 Ea Spa

9" 9"9’-0" 9’-0" 9"

20’-3"

4C5 607-2

Const Jt w/1"\3"

Keyway (Typ)

429-10@7 Ea Spa 429-10@

3 Eq Spa

429-10@7 Ea Spa

5C6 708-0

419-11

Culvert

Bottom

Backfill

509-7

6C3

6C3

419-11

1’-

0"{

9"

9"

9’-

0"

3" C

l

(Ty

p)

429-10@

3 Eq Spa

429-10@

3 Eq Spa

429-10@

3 Eq Spa

429-10@

3 Eq Spa

6"

6"

437-10@

12"=

8’-0"

437-10@

12"=

8’-0"

(Insid

e F

ace)

6"

6"

437-10@

16"=

8’-0"

(Ou

tsid

e F

ace)

(Ty

p)

6C3

6C3

509-7

3 Eq Spa

9" 9"9’-0" 9’-0" 9"

20’-3"

4C5 607-2

Const Jt w/1"\3"

Keyway (Typ)

437-10@7 Ea Spa 437-10@

3 Eq Spa

437-10@7 Ea Spa

5C6 708-0

419-11

509-7

6C3

6C3

419-11

1’-

0"{

9"

9"

9’-

0"

3" C

l

(Ty

p)

3 Eq Spa 3 Eq Spa

437-10@

3 Eq Spa

437-10@

3 Eq Spa

SECTION A-A

SECTION B-B

Location MarkBending Diagrams

BILL OF REINFORCEMENT

Number

Required

Set Diagram

708-0

Weight 9071 LB

Bottom

Slabs and

Footings

4

4

4

4

Note: 1)

2)

3)

4)

Wyo. Proj.

Sheet of SheetsB5


APPROVED

DATE

REVISIONS

B25

10’-

6"

10’-

6"

438-10@7 Ea Spa

438-10@

438-10@ 438-10@7 Ea Spa

438-10@

5C2 120

506-8 156

4.1

7 - E

xam

ple

Sectio

n 4

.17

- Cu

lverts

4C4 (Center in

wall) (Alternate

legs left

and right)

409-7

409-7

4C4 (Center in

wall) (Alternate

legs left

and right)

Culvert

Bottom

Backfill

Place long leg of 6C3 bars in exterior walls.

Place short leg of 4C4 bars in bottom slabs.

Place 409-7 bars with 4C4 bars.

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

For location of Sections A-A and B-B, see Sheet No. 4.5)

N202050

N202050

N202050_1cu3.dgn

619-6

67

620-8

3

4365 LB

Dec 2

008

BRIDGE PROGRAM

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No. 6 6

CULVERT DETAILS

PPP

LLL

JJJ

OOO

MMM

HHHPPP

Q R Stuv

0008

Fr



STA 112+54

Lander-Hudson Road

P-20 (WY 789)

6"

6"

421-0

@12"

=6’-0"

6"

5C2@

6"=

14’-0

"

12"

506-8

@6"=

19’-0

"

Weep Hole

Pipe (Typ)

5C2

15’-0"

17’-9"

1’-9

"

15’-11

3/8

"

20’-2

3/8

"

4’-3"

11 1/

4 "

5 3/

4 "

19

’-5

1/2

"

12

’-6

5/8

"6’-

10 7

/8 "

2’-

5 5

/8 "

12’-6 5/8 "

1’-0

"

7’-0

"

1’-9"

1’-0"4’-3

"

| C

ulv

ert

(S

ym

)

WINGWALL PLAN

(Outlet shown, inlet similar)

6"

8 S

pa@

12

"=

8’-0

"

1’-0"15’-0"

2’-0

"

6"

5’-0"

5’-0"

10

’-0

"

(Ty

p)

3’-0"

| Weep Hole

6’-9" 5’-0" 3’-3"

Set Bars@6"=14’-0" (RF)6" 6"6"

511-1 (RF)

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

414-8 (RF)

412-9 (RF)

409-9 (RF)

406-9 (RF)

403-9 (RF)

515-5 (EF)

1/4 " Preformed

Expansion Joint Filler

1’-9" 1’-0" 4’-3"

1’-0" 6’-0"

7’-0"

Const Jt w/

2"\4" Keyway

Set Bars

RF Wingwall

515-5

403-9

406-9

409-9

412-9

5C2

Weep Hole Pipe

1’-

0"

2’-0

"

3’-0"

3" C

l

TYPICAL WINGWALL SECTION

Note: 1)

2)

3)

Place short leg of 5C2 bars in footing.

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

Each weep hole assembly consists of a pipe 4 STD

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

or galvanized steel wire 4 mesh hardware cloth

(Minimum wire diameter 0.03") centered over pipe

end and firmly anchored to rear face of wingwall,

and one cubic foot of coarse aggregate in a securely

tied burlap sack.

Wyo. Proj.

Sheet of SheetsB6


APPROVED

DATE

REVISIONS

B25

Close joint

EYEBOLT DETAIL

Proj

Bar 1/2 "}

6"

3"

2 1/

2 "

1"}

(16 req’d for securing fence)

45^

TYPICAL WINGWALL ELEVATION

Pipe (Typ)

414-8

421-0

2’-0

"

1’-0"

Hardware Cloth

Weep Hole Pipe

4 STD\1’-0"

WEEP HOLE ASSEMBLY DETAIL

RF Wingwall

Fill Slope

2’-6"

Back

fill

Mate

rial

(Co

nti

nu

ou

s

behin

d w

ingw

all

)

Perv

ious

Burlap

Sack

4.1

7 - E

xam

ple

Sectio

n 4

.17

- Cu

lverts

506-8

Ap

r 20

07

N202050

N202050

N202050_1cu4.dgn

Dec 2008 CONCRETE BOX CULVERT EXTENSION - · PDF file · 2017-07-26CONCRETE BOX...

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Transcript of Dec 2008 CONCRETE BOX CULVERT EXTENSION - · PDF file · 2017-07-26CONCRETE BOX...