Plans_-_WV_ERFO_FS_2016-1(7).pdf

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A M

M

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

GENERAL NOTES AND INDEX

th

Field verify all dimensions.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

No scale

A C

T U

A L F I L E R

W V E

R F

O F

S

G N .D

G N

Furnish 1-inch diameter high strength steel bar conforming to AASHTO M 275, Type II, Grade 150.

Pre-tension each strand to a total load of 43,950 lbs, at which load f'si = 0.75 f'u = 202,500 psi.

Furnish 0.6-inch diameter, seven wire, low-relaxation, prestressing strand comforming to AASHTO M 203, Grade 270.

Prestressing Steel:

HL-93 Loading Maximum Dynamic Load Allowance, IM=33%

Live Loads:

Arsenate Type C (CCA) and use Category UC4C.

Pressure treat timber according to AWPA Standard P23, Standard for Chromated Copper

Furnish glulam timber railing, post and post conforming to AASHTO M 168 and AASHTO M 133-12.

Timber:

GENERAL NOTES:

Design:

Edition, 2017 th

AASHTO LRFD Bridge Design Specifications, 8

SPECIFICATIONS:

Dead Load:

Future wearing surface: 25 psf

Average Railing weight: 70 plf

Concrete: 150 pcf

DESIGN LOADS:

Concrete:

- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete

Furnish Class P(Prestressed) concrete for prestressed concrete slab beam with f'ci = 5.5 ksi at release and f'c = 7.0 ksi at 28 days

Furnish Class A(AE) concrete for abutment with f'c = 4.5 ksi at 28 days.

Furnish Class D(AE) concrete for concrete deck with f'c = 5 ksi at 28 days.

MATERIALS:

Provide 2-inch cover for reinforcing steel unless otherwise noted.

Furnish epoxy coated steel reinforcing for prestressed concrete slab beams and concrete deck conforming to ASTM A775.

Furnish reinforcing bar conforming to AASHTO M 31, Grade 60 deformed.

Reinforcing Steel:

INDEX OF BRIDGE PLAN SHEETS

Concrete Reinforcement Schedule

Glulam Timber Bridge Railing

Typical Section and Deck Reinforcement

Prestressed Concrete Slab Beams Miscellaneous Details 2

Prestressed Concrete Slab Beams Miscellaneous Details 1

Prestressed Concrete Slab Beams

Framing Plan

Abutment Footing and Wingwall Details

Abutment Reinforcement

Typical Abutment Layout

Riprap Layout

Foundation Layout

Boring Logs

Plan and Elevation

Site Plan

General Notes and Index

SHEET NO. SHEET TITLE

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

BRP-1263

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

RATTLE SNAKE BRIDGE REPLACEMENT

December 2018

R02

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

RATTLE SNAKE BRIDGE REPLACEMENT

December 2018

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52+00

51+50

52+50

P T

.4

N 29° 25' 36" E

N

S

' 4

E

PC

+27 .5

S u lp h u r L ic k R u n

'' = 1'-0''16

SITE PLAN

A C

T U

A L F I L E R

W V E

R F

O F

S

S it e P la n .D

G N

Bridge length: 35'-2"

Begin Bridge

Elev. 2145.22

Sta. 51+69.26

C StructureCL

Elev. 2145.00

Sta. 52+04.42

End Bridge

1'-0" RoadwayCL structure

Remove existing

Q El. 2139.57

Q El. 2140.10

R03

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

RATTLE SNAKE BRIDGE REPLACEMENT

December 2018

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Bridge length: 35'-2"

N

Wingwall C

Wingwall D

CL

-0.632%

PLAN AND ELEVATION

PLAN

ELEVATION

'' = 1'-0''4

52+00

Event

Storm

(cfs)

Flow (ft)

Freeboard

HYDRAULIC DATA

Q

Q

2139.57

2140.10

3.55

3.02

E L

.7

-5.909%

V P

C

E

L

.6

V P I

E L

.5

V P

T

E

L

.3

V P

C

E L

.9

V P I

-4.988%

V P I

K=8

40' VC

K=52

70' VC

E L

.9

V P

T

E L

.1

K=7

30' VC

-0.632%

Bridge

S u lp h u r L ic k R u n

PROFILE GRADE

No Scale

A C

T U

A L F I L E R

W V E

R F

O F

S

P

E .D

G N

Begin Bridge

Elev. 2145.22

Sta. 51+69.26

Elev. 2145.00

Sta. 52+04.42

End Bridge

Face of rail

Face of rail

C Roadway

C StructureCL

Wingwall B

Wingwall A

Abutment 1 Abutment 2

35'-2"

Glulam timber railing

CL

1 1

(downstream)

Elev. 2143.12

Approx. low cord

Class 3 (Typ.)

Method A

Placed Riprap, 9 ft. left of C Rdwy.

Approx. existing ground @

(ft)

W.S. EL.

Fix Exp.

Note:

operations for approval.

1. Submit a bridge removal plan before beginning any removal

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Notes:

1.

encountered at the boring locations shown.

Boring logs on this sheet represent the subsurface conditions

A C

T U

A L F I L E R

W V E

R F

O F

S

B o r in g L o g s .D

G N

TEST BORING MISCELLANEOUS

CR% RQD

N

N

N

N

J-N JAR SAMPLE NO.

BORING NUMBER B-N

DEPTH MARKS

BHT OR BHR

(TIME OF DRILLING)

WATER LEVEL (WL)

(24 HOURS)

WATER LEVEL (WL)

SYMBOL TYPE OF MATERIAL SYMBOL TYPE OF MATERIAL

6. BHR-BORE HOLE REFUSAL

5. BHT-BORE HOLE TERMINATED

4. RQD-ROCK QUALITY DESIGNATION

3. CR%-PERCENT OF RECOVERY

2. R-REFUSAL, SPT 100 BLOWS/300 mm

1. SPT-STANDARD PENETRATION TEST -AASHTO T206-74

N BLOWS/300 mm (SPT)

SCALE

7. GEOPHYSICAL TEST SITE: SEISMIC RESISTIVITY

S R

N

52+00

51+50

2.1 / 0

5.0 / 96

5.0 / 100

3.6

8.6

13.6

18.6

0.6 / 0

Depth (ft) Rec / RQD

Elev. 2145.00

Sta. 52+04.42

End BridgeBegin Bridge

Elev. 2145.22

Sta. 51+69.26

CH17-08

CH17-08

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(7)

BOULDERS

SHALE

BORING LOG

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

MONONGAHELA NATIONAL FOREST

FOREST ROAD 719B, MP 0.1

SCALE IN FEET

40 8

ELEVATION

PLAN

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CLC Structure

PLAN

ELEVATION

Elev. 2137.40

Elev. 2134.40

Elev. 2137.18

Elev. 2134.18

N

FOUNDATION LAYOUT

'' = 1'-0''4

S u lp h u r L ic k R u n

6'-0" 3'-6"

Abutment 1

Face of backwall

9'-6"

6'-0"3'-6"

End Bridge

Sta. 52+04.42

Begin Bridge

Sta. 51+69.26

CL@ C Rdwy.

Approx. existing ground

#5 Rock dowel #5 Rock dowel

Profile grade

A C

T U

A L F I L E R

W V E

R F

O F

S

F o u L a y o u t.

D G

N Abutment 2

Face of backwall bridge

Remove existing

Note:

1.

9'-6"

Note:

grade and backfill with lean concrete as directed by the CO.

1. Excavate unsuitable material one foot below foundation

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

R06

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

RATTLE SNAKE BRIDGE REPLACEMENT

December 2018

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N

52+00

S u lp h u r L ic k R u n

Begin Bridge

Elev. 2145.22

Sta. 51+69.26

Elev. 2145.00

Sta. 52+04.42

End Bridge

"4 19'-5

6'-0" 6'-0"

PLAN

RIPRAP LAYOUT

2'-0"

"4 19'-9

Channel Bottom

"2 112'-11

3'-0"

(Abutment 2)

" (Abutment 1)4 17'-9

Toe of slope m in

Elev. 2141.01 (Abut. 2)

Elev. 2141.23 (Abut. 1)

Top of riprap

CL Roadway

Elev. 2136.07 @

Channel bottom

TYPICAL SECTION

A C

T U

A L F I L E R

W V E

R F

O F

S

R ip r a p .D

G N

"2 17'-5

" Channel bottom2 112'-11

CL Bearing

" = 1'-0"4 1Scale:

Toe of slope Toe of slope

7'-0" 2'-6"

Geotextile filter

Class 1, Type C Class 3 (Typ.)

Placed Riprap,Method A

" = 1'-0"8 3Scale:

As shown

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NO. DATE BY REVISIONS DATE BY REVISIONSNO.

ELEVATION

'' = 1'-0''2

Elev. G

Footing

Location A

Elevation (ft.)

ABUTMENT ELEVATIONS

Abutment 1

Abutment 2 2134.18

B C D E F G

2137.18

2137.40

2143.43

2143.65

2143.03 2145.18

2145.40

2144.98

2145.20

2144.78

2143.25

A C

T U

A L F I L E R

W V E

R F

O F

S

A b u t

L a y o u t.

D G

N

2134.40

10'-6"10'-6"1'-0" 1'-0" bridge

Begin/End

CL

Footing

Wingwall

Bearing

23'-0"

10'-1"10'-1"1'-5" 1'-5"

B3B2B1 B4 B5

Elev. B

Elev. A

Elev C

Elev. D

Elev. E filler

1" Preformed joint

N

A b u tm e t 2 b u tm e n t 1

N

1'-0"1'-0"

Stem

Backwall

Top of backwall

Beam seat

A

A hole (Typ.)

Anchor dowel

9'-6" sheet drain

Geocomposite

1'-0"1'-0" 6"

5'-0" 2'-0"

(Typ.)

Constr. jt.

SECTION A-A

Elev. F

TYPICAL ABUTMENT LAYOUT

2145.00

CL Structure

StructureCL

CL Bearing

PLAN

Weep drain

4" Dia. Non-corrosive pipe

Structural backfill

KEY

B1CLSlab beam

Notes:

grade and backfill with lean concrete as directed by the CO.

2. Excavate unsuitable material one foot below foundation to accommodate thermal expansion.

1. Increase thickness of the preformed joint filler as necessary

(Abutment 1 shown, looking back station)

Top of riprap from abutment for free drainage away

Lowest point feasible

(See Note 2)

Lean concrete backfill

Aggregate surface course

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

9"9"

(Typ.)

2" Clr.

#5A2 e.f.

#5A2

E m b e d m in

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ELEVATION

" = 1'-0"4 3Scale:

ABUTMENT REINFORCEMENT

A C

T U

A L F I L E R

W V E

R F

O F

S

A b u t

R e in f.

D G

N

3" (Typ.)

C lr

#5AF6 (Top & Bot.)

7 Spa. @ 1'-0" = 7'-0"

#6AF5

#6AF5

A f.

f.

b .f

S p a

#5A2

#5A2

#5A1

Footing

PLAN

#5A2 e.f.

#5A2

Notes:

B

B

A

A

SECTION A-A

C

C Wingwall B

#6W1

" = 1'-0"2 1Scale:

(Abutment 1 shown, Abutment 2 similar)

" = 1'-0"2 1Scale:

(Abutment 1 shown, Abutment 2 similar)

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

As shown

#6AF1 #6AF2

#6AF1 and #6AF2 spaced with #5A1

19 Spa. @ 1'-0'' = 19'-0"

#6AF1 and #6AF2 spaced with #5A1

19 Spa. @ 1'-0'' = 19'-0"

" 1 m in e m b e d

#6AF3 #6AF4

S p a

S p a

A F

A F

S p a

S p a

A F

A F

#6W1

Wingwall A View B-B, View C-C, and additional information.

See "ABUTMENT FOOTING AND WINGWALL DETAILS' for 1.

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

W

S p a

3"

6AF3

W

S p a

6AF4

#6W1

3"

= 5'-0" 5 Spa. @ 1'-0"

= 5'-0" 4 Spa. @ 1'-0"

7'-6"

6AF3

#6W1

6AF4

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'' = 1'-0''4

D

D

VIEW B-B

DETAILS

ABUTMENT FOOTING AND WINGWALL

T y p s p a

#5 Dowels

13 Spa. @ 1'-6" = 19'-6"

6" 6"

2'-9"2'-9"

4'-0"

E m b e d

(Typ.)

embedment

4'-0" Min. rock

FOOTING DOWEL DETAIL

" = 1'-0"4

3Scale:

FOOTING REINFORCEMENT PLAN

" = 1'-0"2

1Scale:

VIEW C-C

1'-0"

SECTION D-D

" = 1'-0"2

1Scale:

E

E

" = 1'-0"2 1Scale: " = 1'-0"2

1Scale:

1'-0"

SECTION E-E

" = 1'-0"2

1Scale:

A C

T U

A L F I L E R

W V E

R F

O F

S

A b u t

W W F

T G .D

G N

Notes:

Furnish epoxy resin adhesive comforming to AASHTO M 235, Type IV.

Install rock dowel below foundation grade with epoxy resin adhesive.

2.

1.

#6AF5 (bot. & top)

24 Spa. @ 1'-0" = 24'-0"

A F

T o p B o t.

7'-6"

#6AF3 #6AF4

± 1'-0" 2 Spa. @

1'-0"

± 1'-0" 2 Spa. @

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

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FRAMING PLAN

'' = 1'-0''2

B2

B3

B4

B5

B1

KEY

B1CL

7"7"

(See Note 2)

Recess pocket 7"9"

CL

11"1" 7" 9"

CL

11" 1"

FRAMING PLAN

15'-10"15'-10"1'-8" 1'-8"

35'-0"

2.

1.

(Typ.)

2" Dia. sleeve

Begin Bridge Bearing End Bridge Bearing

StructureCL

E x te r io r b e a m E x te r io r b e a m

DETAILS 1" sheet for additional information.

See "PRESTRESSED CONCRETE SLAB BEAMS MISCELLANEOUS additional information.

See "PRESTRESSED CONCRETE SLAB BEAMS" sheet for

Slab beam

I n te r io r b e a m n o m in a l s p a c in

CL 3" Dia. sleeveCL 3" Dia. sleeve CL 3" Dia. sleeve

1" 1"

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

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6"

"4 34 2" 8" 2"2"

2 Strands

10 Strands

" Clr.2

"4 33 "4

#4GE1

A C

T U

A L F I L E R

W V E

R F

O F

S

S la b B e a m .D

G N

"2 12 6" = 1'-4"

2 Spa. @ 8" 5" "2

14"2

35'-0" Beam length (out to out)

ELEVATION

2'-1"

#4GE5

(Typ.)

3" Dia. Sleeve

9" 7"11"

" Clr.2

#4GE6

3'-4"

S p a

G E

7 KEY

Straight Strand

PLAN - END BLOCK

No scale

END BLOCK SECTION

TYPICAL SECTION

1.

C = estimated camber at erection.

B = estimated camber due to deck, haunch, diaphragms and railings.

A = estimated camber due to prestress and self weight of beam.

CL

L/2L/2 span ends

Line between

A

C B

CL midspan

Symm. about

CAMBER DIAGRAM

Bearings CL Bearings

CAMBER TABLE (in.)

A

Exterior beam midspan

B C

0.52 0.13 0.39 CL Bearing CL 3" Dia. sleeve

CL

Anchor dowel sleeve

Bearing

CL

midspan

Symm. about

" = 1'-0"2

(Strands not shown)

10""4 31'-1"4

31'-11

" (Actual width)2 13'-11"4

1 "4

4'-0" (Nominal width) JointCL

Rake finish

EXTERIOR SLAB UNIT, S48" x 15"

Joint CL

"4 1 "4

4'-0" (Nominal width)

CL

Joint

" (Actual width)2 13'-11

Joint

INTERIOR SLAB UNIT, S48" x 15"

10""4 31'-1"4

31'-110"

Rake finish end of each void (Typ.)

Dia. drain at both4 end of each void (Typ.)

Dia. drain at both4

CL

slab

Symm. about

Interior beam midspan 0.58 0.13 0.45

5"

RECESS DETAIL"

See "SHEAR KEY

RECESS DETAIL"

See "SHEAR KEY

5"

3" of each voids (Typ.)

" Dia. drain at both end 4

(See "TYPICAL SECTION" for detail not shown)

T y p

2" Clr.

2" Clr.

#4GE2

(Typ.)

#4GE3

#4GE4 #4GE4

#4GE5

5 Spa. @ 8± = 3'-4"

G

E

4-#4GE7

G E

S p a

#4GE1 with #4GE2 & #4GE3

19 Spa @ 9" = 14'-3"

#4GE3 & #4GE4

#4GE1 w/ #4GE2, & #4GE3

#4GE1 with #4GE2

#4GE4

#4GE3, &

#4GE2,

#4GE1 w/

#4GE7

3"

PRESTRESSED CONCRETE SLAB BEAMS

" Drip groove2 not allowed. Do not interfere with strands or internal voids.

5. Cast studs or threaded inserts with beam, field installation is embedded studs or threaded inserts.

4. See "GLULAM TIMBER RAILING" sheet for location of

MISCELLANEOUS DETAILS 2" sheet for additional information.

DETAILS 1" and "PRESTRESSED CONCRETE SLAB

3. See "PRESTRESSED CONCRETE SLAB BEAM MISCELLANEOUS

2. Use a non-corrosive pipe when casting the 3-inch dia. sleeve.

-inch.4 1with an amplitude of

1. Rake a transverse roughened finish on top surface of beam

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

R12

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

RATTLE SNAKE BRIDGE REPLACEMENT

December 2018

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SECTION B-B

As shown

Grout

3" Dia. hole

B

B

5"

CL

1" Dia. high strength steel bar w/

4" min. thread, each end

TRANSVERSE TIE ROD DETAIL

A A

4" Hex nut

1" Max.

" Min.2

Fill w/ nonshrink grout

SHEAR KEY DETAIL LIFTING EYE DETAIL

CL

Top of girder

'' Dia. strand2

Double top

3 Cable clamps

Scale: 1'' = 1'-0''

" 1

4" 4"

CL

"2

6"

"4 1 "4

Fascia side of beam

SECTION A-A

Scale: 3'' = 1'-0''

No ScaleNo Scale

No Scale

"4

Tooled edge

" Chamfer4

"8

SHEAR KEY RECESS DETAIL

Scale: 3'' = 1'-0''

A C

T U

A L F I L E R

W V E

R F

O F

S

S la b B e a m s M is c .D

G N

(ASTM A36)

bearing plate

"4 15" x 5" x 1 placed prior to erection of beams

Self adhesive compressible sealer, Self adhesive compressible sealer

Fill joint with nonshrink grout prior to final tensioning

")2 1 (±"4

3" Dia.

Sleeve grout

Fill recesses with nonshrink

C Lifting eye 11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

MISCELLANEOUS DETAILS 1

PRECAST CONCRETE SLAB BEAMS

Spray with expandable foam 12" to 1" thick

1" Dia. steel bar

3" Dia. sleeve & lifting eye to the CO.

and anchor dowel hole. Submit drawing showing location of

Place lifting eye at location along beam to clear reinforcement nonshrink grout of the same color as the beam.

After tightening, fill the recesses in the exterior beam with with two coats of zinc-oxide paint.

Using saw, trim excess steel bar and paint the trimmed ends for approval.

Submit the proposed method of tightening steel bars to the CO

The tension force of each steel bar after all loss is 80,000 lbs.

tensioning.

working in the same sequence as the first stage of final apply the remaining percentage of final post tensioning force, midspan. After all thread bars have been tensioned to 50%, tensioning force to all thread bars, working beam ends to

After keyway grout has cured, apply 50% of the final post

725.13(b) and water cure for a minimum of 3 days.

Fill keyway with nonshrink grout conforming to Subsection tensioning force of approximately 3000 lbs.

pull the entire superstructure together by applying a post

After beams have been set and thread bars have been installed, filled.

Cover and protect shear keys from weather and debris until steel bars are properly tensioned.

Do not allow traffic or heavy equipment on the beams until the

Use a non-corrosive pipe when casting the 3-inch dia. hole.

Grade DH. Galvanize steel bar, plates, nuts and washers.

Type II Grade 150 and heavy hex nut conforming to ASTM A563, Furnish high strength steel bar conforming to AASHTO M 275, R13

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No scale

CL

A C

T U

A L F I L E R

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O F

S

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CL

11"1"

See "DETAIL A"

SECTION A-A

Structural backfill beam

Voided slab

DETAIL A

Backwall

1"

Preformed expansion joint filler

Concrete deck

Joint opening

BB

CL

CL

W

W

W

L

L

L

PLAIN ELASTOMERIC BEARING

SECTION B-B

Location Exp.

Fix/ Quantity

H L W

PLAIN ELASTOMERIC BEARING TABLE

Abutment 1

Exp.

Fix

(kips)

Dead Load

(kips)

Live Load

17.55 3671

Elastomer Layer (in.)

Abutment 2 17.5 25.05 3671

H

Aggregate surface course

2" Dia. hole for anchor dowel

Slicone joint sealent

(See Note 5) for 1" dia. x 2'-0" long achor dowel

" Dia. hole in bridgeseat4

MISCELLANEOUS DETAILS 2

PRESTRESSED CONCRETE SLAB BEAMS

bearing

Elastomeric

(See Note 6)

2" Dia. sleeve

R e c e s s

M in

25.0

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PLAN ELASTOMERIC BEARING LAYOUT

Begin/End Bridge Bearing for anchor dowel

2" Dia. hole beam along C slab

Bearing pad

Front face of bridge seat

"2 18 6"

CL Bearing

Bearing (Typ.)

Elastomeric

Slab beamCL hole (Typ.)

Anchor dowel

A filler (See Note 2)

Preformed expansion joint

A

Backwall

(See Note 10)

Backer rod the prestressed concrete slab beams.

backer rod and silicone joint sealant, is considered incidental to grout, the anchor dowels, the preformed expansion joint filler, All costs associated with furnishing and installing the keyway

Furnish backer rod conforms to Subsection 712.01(f).

712.01(a)(4).

Furnish silicone joint sealant conforming to Subsection bituminous joint filler conforming to ASTM D6690, Type II.

At expansion end, fill the 2-inch anchor hole with hot pour mortar conforming to ASTM C1107.

At fixed end, fill the 2-inch anchor hole with portland cement

ASTM D3034 when casting anchor sleeve.

Furnish a non-corrosive pipe conforming to AAHTO M 232 or and dry dowel holes and install dowels with nonshrink grout.

Drill into the bridge seat after tensioning of the steel bar. Clean conforming to ASTM A615, Grade 60.

Furnish 1-inch dia. x 2 feet long galvanized anchor dowels

Install a continuous preformed expansion joint filler.

Subsection 712.01(b)(2).

Furnish preformed expansion joint filler conforming to

1. Use 60 durometer hardness for the elastomer.

joint filler expansion

Preformed

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

R14

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TYPICAL SECTION

B1 B2 B3 B4 B5

Out-to-out width

20'-0"

KEY

B1CL

9'-0"1'-0" 8'-0" 1'-0"1'-0"

5" Profile grade

CL

2% 2%

A C

T U

A L F I L E R

W V E

R F

O F

S

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Notes:

railing (Typ.)

Glulam timber

Structure CL Roadway

" Clr.2

Slab beam price bid for concrete deck.

Include the cost of welded wire reinforcement (WWR) in unit information.

See "GLULAM TIMBER BRIDGE RAILING" sheet for addtional foreign materials before placing concrete beam.

Clean the top surface of the beams of dirt, dust and other

3.

2.

1.

Exterior beam

4'-0"

Interior beams @ 4'-0" nominal spacing (including joints)

12'-0"

Exterior beam

4'-0"

#4SE2#4SE1Concrete deck

StructureCL

3"3"

#4SE1

23 Spa. @ 1'-6" = 34'-6"

S

E

S p a

S

E

S p a

SLAB REINFORCEMENT

Scale: 38" = 1'-0"

(Looking ahead station)

Scale: 34" = 1'-0"

As shown

REINFORCEMENT

TYPICAL SECTION AND DECK

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

3'-4"3'-4" 5 Spa. @ 6'-0" = 30'-0"

Pay limit glulam timber railing

36'-8" ± R15

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As Shown

"4 35 "4

"2

3" Min.

(see Note 2) or bolted inserts

Embedded studs

Notes:

RAIL ELEVATION

(Back view)

Scale: 38'' = 1'-0''

TYPICAL RAIL SECTION

Scale: 1'' = 1'-0''

3" Min.

8"

STEEL SHOE DETAILS

Scale: 11 2'' = 1'-0''

"4 38"8

"4

Stiffener

" 4 3" x 2

" Dia. hole8

1/4 2

4"

2'-0"

PLAN VIEW

"2

"2

2"

7/16 10-1/2 E60

E60

60°

1" "4 39 "2

"4

SIDE VIEWELEVATION VIEW

E60 7/16 1-1/2

A

A

A C

T U

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S

G lu R a il .D

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50d Common

Steel shoe

(Typ.)

" Dia bolt8

VIEW A-A

Scale: 1'' = 1'-0''

Abutment (Typ.)

Spacer

"4 3" x 52

17(See Note 1 and 7)

Timber post

" 2 1" x 92 about

Symm.

CL

"2 about

Symm.

CL

Top of beam Top of beam about

Symm.

CLGlulam rail slab

Top of concrete attachment for bolt/stud

Hole dia. required

E60

Strap

" 2 1" x 4

12" x 8

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GLULAM TIMBER BRIDGE RAILING

Slab beam

ASTM D4586.

Seal top of rail posts with roofing cement conforming to washers may be omitted under heads of dome-head timber bolts.

sufficient to develop connection strength without wood crushing, contact with wood. When the size and strength of the head are

Furnish malleable iron washer under bolt heads and under nuts in

Weld according to AASHTO/AWS, Bridge Welding Code D1.5.

AASHTO M 111 or M 232.

Galvanize all steel components and fasteners according to dome-head timber bolts.

Furnish bolts conforming to ASTM A307 requirements, Grade 2, and

Furnish steel plates and shapes conforming to ASTM A36.

Fir-Larch.

graded No. 1 Southern Pine or visually graded No. 1 Douglas

Fabricate post and spacer block with sawn lumber from visually grade of at least 1,800 pounds per square inch.

Southern Pine Combination No. 48, or other species having a stress graded western species Combination No. 2, visually graded

Fabricate horizontally laminated glulam timber rail from visually preservative.

treatment with preservatives. Field treat all damage timber with

Cut, bore, and completely fabricate all timber before pressure category UC4C.

Standard for Chromated Copper Arsenate Type C (CCA), use

Pressure treat according to AASHTO M 133 and AWPA Standard P23, Furnish sawn lumber and glulam conforming to AASHTO M 168.

Cast selected connection with beam, field drilling is not allowed.

capacity of 50,000 lbs. in tension.

approval with each connection meeting a minimum ultimate bolted inserts or embedded studs. Submit selected connection for

Attach steel shoe for each post to the beam with two connections, a nominal 8-inch by 10-inch member that is surfaced on four sides.

Post dimensions correspond to the standard dressed dimensions for

Dimensions for timber rail, post, and spacer are actual dimensions.

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

R16

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STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016-1(7)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA CVCJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

BRP-1263

MONONGAHELA NATIONAL FOREST

(FOREST ROAD 719B, MP 0.1)

RATTLE SNAKE BRIDGE REPLACEMENT

December 2018

CONCRETE REINFORCEMENT SCHEDULE

No scale

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

PRESTRESSED CONCRETE SLAB BEAM, EPOXY COATED BAR (1 BEAM)

V or N

S6 2"#4GE1 4 Bot. Stirrups

2 2"#4GE2 4 Top Stirrups

1 3„"#4GE3 4

2 2"#4GE4 4 Stirrups

64#4GE5 4 Vert. End Stirrups

64#4GE6 4 Horiz. End Stirrups

STR#4GE7 4 Long. top

LBSSUBTOTAL

ABUTMENT 1 REINFORCEMENT

BAR MK

#5A1

#5A2 5

STR

51 2•"

SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R V or N

B

STR

A G

J

B

TYPE 1 TYPE 2

A G

B

A G

B

C

D

TYPE S6

A

B

(C)R R

TYPE 64 TYPE 51

D

B

C

E

B

C

D

OPTIONAL LEG

TYPE 17

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R V or N

17 4•"#6AF1 6

17 4•"#6AF2 6

STR6 Horiz. top & bot.

STR5 Long. top & bot.

LBSSUBTOTAL

ABUTMENT 1 FOOTING REINFORCEMENT

WINGWALL A REINFORCEMENT

V or N

STR6 Horiz. e.f.

LBSSUBTOTAL

#6W1

STR6 Horiz. e.f.

#6W1

WINGWALL B REINFORCEMENT

V or N

BAR MK

#5A1

#5A2 5

STR

51 2•"

SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R V or N

STR6 Horiz. e.f.

LBSSUBTOTAL

#6W1

STR6 Horiz. e.f.

#6W1

WINGWALL D REINFORCEMENT

V or N

ABUTMENT 2 REINFORCEMENT

ABUTMENT 2 FOOTING REINFORCEMENT

WINGWALL C REINFORCEMENT

V or N

LBSSUBTOTAL

#5AF6

#6AF5

17 4•"6#6AF3

17 4•"6#6AF4

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R V or N

17 4•"#6AF1 6

17 4•"#6AF2 6

STR6 Horiz. top & bot.

STR5 Long. top & bot.

LBSSUBTOTAL

#5AF6

#6AF5

17 4•"6#6AF3

17 4•"6#6AF4

S09 Conc barrier 1-US_Sur_ft2D-000