Plans_-_WV_ERFO_FS_2016-1(4).pdf

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

th

Field verify all dimensions.

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

Construction:

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

Live Loads:

GENERAL NOTES AND INDEX

No scale

Arsenate Type C (CCA) and use Category UC4C.

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

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

Timber:

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:

Dead Load:

Future wearing surface: 25 psf

Average Railing weight: 70 plf

Concrete: 150 pcf

DESIGN LOADS:

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017.

SPECIFICATIONS:

Concrete:

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

Furnish Class P(Prestressed) concrete for prestressed concrerte 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 reinforcing bars for prestressed concrete slab beams and concrete deck conforming to ASTM A775.

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

Reinforcing Steel:

INDEX OF BRIDGE PLAN SHEETS

Concrete Reinforcement Schedule

Approach Rail Transition Details

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 Beam - Interior

Prestressed Concrete Slab Beam - Exterior

Framing Plan

Abutment Footing and Wingwall Details

Abutment Reinforcement

Typical Abutment Layout

Riprap Layout

Foundation Layout

Boring Log

Plan and Elevation

Site Plan

General Notes and Index

SHEET NO. SHEET TITLE

A C

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STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

BRP-126118

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

WILLIAMS RIVER ROAD BRIDGE OVER ELBOW BRANCH

January 2019

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N

507+00

Williams River Road

Edge of roadway

Edge of roadway

Begin BridgeWilliams River Ro ad

2563.27Elev.

Sta. 506+72.79

'' = 1'-0''4

Bridge length: 30'-2"

RoadwayCL

StructureCL End Bridge

Elev. 2563.34

Sta. 507+02.96

E lb o w B ra n c h

SITE PLAN

506+50 507+50

P T

.6 and salvage abutment stones

Remove existing bridge superstructure Class 5 (Typ.)

Placed Riprap,Method A

A C

T U

A L F I L E R

W V E

R F

O F

S

S it e .D

G N

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

WILLIAMS RIVER ROAD BRIDGE OVER ELBOW BRANCH

January 2019

5 258

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Notes:

NO. DATE BY REVISIONS DATE BY REVISIONSNO.

ELEVATION

PLAN

PROFILE GRADE

Event

Storm

(cfs)

Flow

(ft)

Freeboard

HYDRAULIC DATA

2559.21

2561.38

2.23

N

V P I

E L ,5

.2

E L ,5

.4

V P I

+0.222%

-3.455% +3.6

45' VC

K = 13

45' VC

K = 12

Q

Q

No scale

Elev.

W.S.

Bridge length = 30'-2"

PLAN AND ELEVATION

Q El. 2559.2150

0.06

Bridge accordance with Section 203.

3. Stockpile stones at a location to be designated by CO in

2. Carefully remove and salvage existing abutment stones.

operations for approval.

1. Submit a bridge removal plan before beginning any removal

'' = 1'-0''4

B ra n c h

E lb o w

Begin Bridge

2563.27Elev.

Sta. 506+72.79

End Bridge

Elev. 2563.34

Sta. 507+02.96

CL

CL

507+00

Abutment 1 Abutment 2

Fix Exp.

Elev. 2561.45

Approx. low cord

Class 5 (Typ.)

Placed Riprap,Method A ground @ of C Rdwy.

Approx. existing (See Note 2)

Existing abutment stones (Typ.)

30'-2"

+0.222% bridge railing

Glulam timber

CL

transition (Typ.)

W-beam/thrie beam

(Typ.)

W-beam

Structure

Roadway

A C

T U

A L F I L E R

W V E

R F

O F

S

P

E .D

G N

Wingwall B

Wingwall A

Wingwall D

Wingwall C

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

R04

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

Notes:

1.

encountered at the boring locations shown.

Boring logs on this sheet represent the subsurface conditions

N

PLAN

ELEVATION

5.0

3.8

13.8

Depth (ft) Rec / RQD

Sta. 507+03.36, 18.48' RT

1.8 / 24

4.5 / 74

4.9 / 98

CL Roadway

Existing ground at

+0.222%

Begin Bridge

2563.27Elev.

Sta. 506+72.79

End Bridge

Elev. 2563.34

Sta. 507+02.96

507+00

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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

BOULDERS

BORING LOG

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

MONONGAHELA NATIONAL FOREST

SANDSTONE

‚" = 1'-0"

CH17-03

CH17-03

FOREST ROAD ROUTE 86, MP 10.8

ELBOW BRANCH

WILLIAMS RIVER ROAD BRIDGE OVER

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Note:

CL

E lb o w B ra n c h

C Structure

El. 2556.34El. 2556.27

El. 2558.27 El. 2558.34

FOUNDATION LAYOUT

to be remove

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

1. Excavate unsuitable material one foot below foundation

Begin Bridge

6'-0" 3'-6"

Abutment 1

Face of backwall

9'-6"

Sta. 506+72.79

9'-6"

End Bridge

6'-0"3'-6"

Abutment 2

Face of backwall

Sta. 507+02.96

PLAN

'' = 1'-0''4

#5 Rock dowel

(See Note 1) backfill (Typ.)

Lean concrete

Profile grade

CL@ C Rdwy.

Approx. existing ground #5 Rock dowel

A C

T U

A L F I L E R

W V E

R F

O F

S

F o u n d L a y o u t.

D G

N

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

Class 1, Type C

Geotextile filter

4'-8" (Abutment 1)3'-0"

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RIPRAP LAYOUT

6'-0" 6'-0"7'-8" "8 17'-9

Channel Bottom

11'-9"

B ra n c h

E lb o w

Begin Bridge

2563.27Elev.

Sta. 506+72.79

End Bridge

Elev. 2563.34

Sta. 507+02.96

Toe of slope

Class 5 (Typ.)

Placed Riprap,Method A m in

Elev. 2559.50 (Abut. 2)

Elev. 2559.44 (Abut. 1)

Top of riprap

11'-9" Channel bottom

2'-6" min.

TYPICAL SECTION

CL Bearing

2'-6"7'-0"

" (Abutment 2)8 14'-9 m in

PLAN

Toe of slope Toe of slope

N

CL Roadway

Elev. 2556.33 @

Channel bottom

" = 1'-0"2 1Scale:

" = 1'-0"4 1Scale:

As shown

A C

T U

A L F I L E R

W V E

R F

O F

S

R ip r a p L a y o u t.

D G

N

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

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A b u tm e n t b u tm e n t

N

TYPICAL ABUTMENT LAYOUT

1'-0" 9'-6" 9'-6" 1'-0"

A

StructureCL

B1 B2 B3 B4 B5

21'-0"

9'-1"9'-1"

A

1'-5"1'-0" 1'-5" 1'-0" filler

1" Preformed joint hole (Typ.)

Anchor dowel bridge

Begin/End Footing

Wingwall

Bearing CL

Elev. D

Elev. B

Elev. A

Elev C

Stem

Backwall

CL Structure

Elev. E

Beam seat Elev. C

Top of riprap

Elev. D

Top of backwall

Lean concrete backfill

Footing

Location A

Elevation (ft.)

ABUTMENT ELEVATIONS

Abutment 1

Abutment 2 2556.34

B C D E

2558.34

2558.27

2561.42

2561.35

2563.16 2563.34

2563.272563.092556.27

PLAN

ELEVATION

9'-6"

SECTION A-A

2'-0"5'-0"

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

BearingCL sheet drain

Geocomposite

Structural backfill

(#57 Stones)

Weep drain

4" Dia. Non-corrosive pipe from abutment for free drainage away

Lowest point feasible

Aggregate base

'' = 1'-0''2

KEY

B1CLSlab beam

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 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)

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

1'-3"

#5A2 or #5A3

1'-3"

(Typ.)

2" Clr.E m b e d

#5A2

#5A1 e.f.

#5A1 e.f

#5A4 e.f.

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SECTION A-A

'' = 1'-0''4

A

A

ABUTMENT REINFORCEMENT

2 - #6AF3 spaced with #5A2 and #5A3

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

S p a

A

#6AF1

3" (Typ.)

C lr

#5AF2 (Top & Bot.)

9 Spa. @ 1'-0" = 9'-0"

PLAN

ELEVATION

#5A1

B

B

Footing

1'-0"9"13 Spa. @ 1'-0" = 13'-0"9"1'-0"

#6AF3

3 - #5A1

#5A2

#5A3

#6AF4

#6AF4

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

2 - #5A4

A F

S p a

A F

S p a

9"1'-0" 1'-0"9"13 Spa. @ 1'-0" = 13'-0"

2 - #6AF3 spaced with #5A2 and #5A3

View B-B and additional information.

See "ABUTMENT FOOTING AND WINGWALL DETAILS' for 1.

(Abutment 1 shown, Abutment 2 similar)

A F

S p a

A F

S p a

#6W1 #6W1

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

F

T o p B o t.

S p a

#6W1

#6W1

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Note:

E m b e d

(Typ.)

embedment

4'-0" Min. rock

4'-0"

FOOTING DOWEL DETAIL

" = 1'-0"4

3Scale:

DETAILS

ABUTMENT FOOTING AND WINGWALL

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

Type IV.

Furnish epoxy resin adhesive conforming to AASHTO M235, adhesive.

Install rock dowel below foundation grade with epoxy resin

2.

1.

FOOTING REINFORCEMENT PLAN

#6AF1 (Top & Bot.)

22 Spa. @ 1'-0" = 22'-0"

#5 Dowels

12 Spa. @ 1'-6" = 18'-0" 2'-3"2'-9"

T y p

6" 6"

As shown

" = 1'-0"2 1Scale:

VIEW B-B SECTION C-C

C

C

" = 1'-0"4 3Scale: " = 1'-0"4

3Scale:

W

S p a

6"3"

#6AF4

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

W

S p a

" #6AF4

7'-6"

1'-0"

#6AF4

2 Spa. @ ± 1'-0"

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

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FRAMING PLAN

'' = 1'-0''2

13'-4"13'-4"

7"7"7"9" 7" 9"

1'-8" 1'-8"

30'-0"

B1

B2

B3

B4

B5

(See Note 2)

Recess pocket

" 9

CLStructure

FRAMING PLAN

11"1" 11" 1"

Notes:

2.

1.

DETAILS 1" sheet for additional information.

See "PRESTRESSED CONCRETE SLAB BEAMS MISCELLANEOUS additional information.

See "PRESTRESSED CONCRETE SLAB BEAMS" sheet for A

C T

U A

L F I L E R

W V E

R F

O F

S

F r a m e P la n .D

G N

Begin Bridge CL Bearing CL End Bridge Bearing

CLCL CL

KEY

B1CL Slab beam

(Typ.)

2" Dia. sleeve

1" 1"

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

E x te r io r b e a m

3" Dia. sleeve 3" Dia. sleeve 3" Dia. sleeve

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

R11

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

WILLIAMS RIVER ROAD BRIDGE OVER ELBOW BRANCH

January 2019

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PLAN - END BLOCK

TYPICAL SECTION

2 Strands

6 Strands

" Clr.2

"4 33 "4

#4GE5

LBSReinf. Steel

Concrete

ITEM UNIT QUANTITY

PRESTRESSED BOX BEAM ESTIMATE

Note: Quantities shown are for one beam only.

LNFT

CUYD

0.6 Dia. Strands 240

3.92

C = estimated camber at erection.

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

CAMBER TABLE (in.)

A

Exterior beam midspan

B C

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

0.21 0.07 0.14

CL

L/2L/2 span ends

Line between

A

C B

CL midspan

Symm. about

CAMBER DIAGRAM

Bearings CL Bearings

KEY

Straight Strand

Notes:

A C

T U

A L F I L E R

W V E

R F

O F

S

E x t

S la b .D

G N

BEAM - EXTERIOR

PRESTRESSED CONCRETE SLAB

CL

"2 12 "2

145" 9" "2

(Typ.)

3" Dia. Sleeve of each voids (Typ.)

" Dia. drain at both end 4

2'-1"

3 Spa. @ 8" = 2'-0"

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

30'-0" Beam length (out to out)

3"6"

#4GE1

T y p

2" Clr.

(Typ.)

#4GE3

"4 slab

Symm. about

CL

2" Clr.

#4GE2

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

15 Spa @ 9" = 11'-3"

3"6"

G

E

ELEVATION

(Strands not shown)

#4GE4

& #4GE3

#4GE1 w/ #4GE2

3" " Drip groove2

" (Actual width)2 12'-11"4

1 "4

3'-0" (Nominal width) JointCL

Rake finish

JointCL

10""2 12'-1

EXTERIOR SLAB UNIT, S36" x 15"

11" 7"9"

CL Bearing CL 3" Dia. sleeve

"2

G E

S p a

3'-4"

" = 1'-0"2

G E

S p a

END BLOCK SECTION

(See "TYPICAL SECTION" for detail not shown) end of each void (Typ.)

Dia. drain at both4

(See "END BLOCK SECTION" for detail not shown)

Anchor dowel sleeve

Bearing & midspan

Symm. about

CL

RECESS DETAIL"

See "SHEAR KEY

4"4" 5"

4-#4GE6

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

6"10"6"6"

#4GE4

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PLAN - END BLOCK

LBSReinf. Steel

Concrete

ITEM UNIT QUANTITY

PRESTRESSED BOX BEAM ESTIMATE

Note: Quantities shown are for one beam only.

LNFT

CUYD

0.6 Dia. Strands

END BLOCK SECTION

#4GE5

4.60

Notes:

C = estimated camber at erection.

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

CAMBER TABLE (in.)

A

Interior beam midspan

B C

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

0.33 0.07 0.26

CL

L/2L/2 span ends

Line between

A

C B

CL midspan

Symm. about

CAMBER DIAGRAM

Bearings CL Bearings

9" 7"11"

G E

S p a

"2 13'-3

S p a

G E

No scale

A C

T U

A L F I L E R

W V E

R F

O F

S

I n t

S la b .D

G N

BEAM - INTERIOR

PRESTRESSED CONCRETE SLAB

RECESS DETAIL"

See "SHEAR KEY

8" 8" 8"

INTERIOR SLAB BEAM, S48" x 15" end of each void (Typ.)

Dia. drain at both4

CL

"2 12 "2

145" 9" "2

(Typ.)

3" Dia. Sleeve of each voids (Typ.)

" Dia. drain at both end 4

2'-1"

3 Spa. @ 8" = 2'-0"

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

30'-0" Beam length (out to out)

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

15 Spa @ 9" = 11'-3"

ELEVATION

(Strands not shown)

#4GE4

& #4GE3

#4GE1 w/ #4GE2

Anchor dowel sleeve

Bearing & midspan

Symm. about

CL

CL

"4 1 "4

4'-0" (Nominal width) Joint

" (Actual width)2 13'-11

10""4 31'-1"4

31'-110"

Rake finish

CL Joint

" = 1'-0"2

6"

"4 34 4" 6" 4"

" Clr.2

#4GE1

TYPICAL SECTION

CL slab

Symm. about

5"

3"

T y p

2" Clr.

2" Clr.

#4GE2

4-#4GE6

2 Strands

8 Strands

"4 33 "4

#4GE4

5 Spa. @ 8± = 3'-4"

G

E

#4GE3

(See "TYPICAL SECTION" for detail not shown)

CL Bearing CL 3" Dia. sleeve

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

KEY

Straight Strand

" Clr.2

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

R13

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

WILLIAMS RIVER ROAD BRIDGE OVER ELBOW BRANCH

January 2019

1- J a n -2

M

P R

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C T

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B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

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''

1"

(ASTM A36)

bearing plate

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

Self adhesive compressible sealer, Self adhesive compressible sealer

Spay with expandable foam 12" to 1" thick

")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

A C

T U

A L F I L E R

W V E

R F

O F

S

B e a m M is c .D

G N

Fill joint with non-shrink grout prior to final tensioning

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 shrink grout of the same color as the beam.

After tightening, fill the recesses in the exterior beam with non 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, R14

1- J a n -2

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D e s ig n

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C T

S .d

11"1"

See "DETAIL A"

SECTION A-A

joint filler expansion

Preformed

BB

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

22.0

Elastomer Layer (in.)

Abutment 2 2 22.0

H

PLAN ELASTOMERIC BEARING LAYOUT

DETAIL A

Backwall

1"

Preformed expansion joint filler

Concrete deck

Joint opening

R e c e s s

M in

Notes:

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

MISCELLANEOUS DETAILS 2

PRESTRESSED CONCRETE SLAB BEAMS

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

" Dia. hole in bridgeseat4

A C

T U

A L F I L E R

W V E

R F

O F

S

B e a m M is c .D

G N

Slicone joint sealent

(See Note 9)

(See Note 10)

Backer rod

Front face of bridge seat

A A

Backwall

CL Bearing

"2 18 6"

Slab beamCL hole (Typ.)

Anchor dowel

Bearing (Typ.)

Elastomeric

CL

CL

beam along C slab

Bearing pad

Begin/End Bridge CL Bearing

(See Note 6)

2" Dia. sleeve

2" Dia. hole for anchor dowel filler (See Note 2)

Preformed expansion joint

Aggregate surface course

Structural backfill

(#57 Stone)

Slab beam

13.0

15.0

13.0

15.0

22.0

22.0

CL

for anchor dowel

2" Dia. hole

No scale 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 conforming 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

Use 60 durometer hardness for the elastomer.

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

R15

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

WILLIAMS RIVER ROAD BRIDGE OVER ELBOW BRANCH

January 2019

1- J a n -2

M

P R

O J E

C T

S F

S

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B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

As shown

B3 B4 B5B2B1

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

Varies

2%

TYPICAL SECTION

(Looking ahead station)

2% Profile grade 7 railing (Typ.)

Glulam timber

(Typ.)

Shear key

Notes:

3.

2.

1.

A

C T

U A

L F I L E R

W V E

R F

O F

S

T y p S e c t.

D G

N

RoadwayCL CL Structure

#4SE2

#4SE1

19 Spa. @ 1'-6" = 28'-6"

#4SE1

Scale: 1" = 1'-0"

SLAB REINFORCEMENT

Scale: 34'' = 1'-0''

9" 9"

KEY

B1CL Slab beam

Exterior beam

3'-0"

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

12'-0"

Exterior beam

3'-0"

Concret deck

18'-0" concrete deck.

Include the cost of reinforcement in unit price bid for information.

See "GLULAM TIMBER BRIDGE RAILING" sheet for additional foreign materials before placing concrete deck.

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

S

E

S p a

4" Cov.

REINFORCEMENT

TYPICAL SECTION AND DECK

"2 14'-1"2

14'-1 4 Spa. @ 6'-3" = 25'-0"

Pay limit glulam timber railing

33'-3" ±

R16

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B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

As Shown

"4 35 "4

Spacer

"2

3" Min.Steel shoe wire nail

50d Common

(see Note 2) or bolted inserts

Embedded studs

Glulam rail

(See Note 6)

(See Note 14)

Transition connection

RAIL ELEVATION

(Back view)

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

W-beam/thrie

W-beam

TYPICAL RAIL SECTION

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

VIEW A-A

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

3" Min.

Top of beam

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"

"2

7/16 10-1/2 E60

E60

60°

1" "4 39 "2

"4

SIDE VIEWELEVATION VIEW

E60 7/16 1-1/2

" Strap2 1" x 4

12" x 8

A

A

Hole dia. required for bolt/stud attachment deck

Top of concrete

(Typ.)

" Dia bolt8

Abutment (Typ.)

A C

T U

A L F I L E R

W V E

R F

O F

S

G lu R a il .D

G N about

Symm.

CL

(See Note 1 and 7)

Timber post

" 2 1" x 92

Slab beam about

Symm.

CL

about

Symm.

CL

GLULAM TIMBER BRIDGE RAILING

Notes:

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

additional information.

See "APPROACH RAIL TRANSITION DETAILS" sheet for

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(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

R17

1- J a n -2

M

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O J E

C T

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S

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B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d plate is flush with top of rail

Transition plate connection

W-beam

8" x 8" x 14" Spacer block

8" x 8" x 72" Timber post w/

PLAN

" Spacer block 2 18" x 8" x 22

8" x 8" x 78" Timber post w/

Spacer (Typ.)

Post (Typ.)

ELEVATION

2.

1.

transition

W-beam/thrie beam

6'-3"6'-3"" = 6'-3"2 12 Spa. @ 3'-1"2

14'-1

Pay limit of thrie beam structure transition

8'-2" Plate Detail

See Steel Transition

Detall for bolt spacing

See Transition Plate

" Dia. bolt (Typ.)8

"8 11 "8

72'-6 connector

Thrie beam terminal

2'-3"

Block Detail

See Transition

8" x 8" x 18" Spacer block

8" x 8" x 78" Timber post w/

Beam

Abutment

Not to scale

"2 11'-1

"2

2'-7"

8"5"4"4"4""4

All holes are 1" dia.

STEEL TRANSITION PLATE

1"

2'-3"

1'-2"3"

"4 138"

TRANSITION BLOCK

(Typ.)

1" Dia. hole

8"5"4"4"4"

"4 12'-7

TRANSITION GLULAM RAIL BORING DETAIL

Glulam rail

APPROACH RAIL TRANSITION DETAILS

A C

T U

A L F I L E R

W V E

R F

O F

S

T r a n s R a il D

T S .D

G N

Pay limit of structure transition end terminal section

See Detail ET 617-19A and ET 617-20A for conforming to AASHTO M 180

Furnish W-beam and thrie beam rail splice bolts and post bolts

AASHTO M 180.

transition (12 gage) and W-beam (12 gauge) conforming to

Furnish thrie beam terminal (10 gauge), W-beam/thrie beam

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)

R18

1- J a n -2

M

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S

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B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

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C T

S .d

CONCRETE REINFORCEMENT SCHEDULE

No scale

A C

T U

A L F I L E R

W V E

R F

O F

S

R e b a r .D

G

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 - EXTERIOR, EPOXY COATED BAR (1 BEAM)

V or N

S6 2"#4GE1 4 Bot. Stirrups

2 2"#4GE2 4 Top Stirrups

1 3„"#4GE3 4

17 3„"#4GE4 4 Vert. End Stirrups

17 3„"#4GE5 4 Horiz. End Stirrups

STR#4GE6 4 Long. top

LBSSUBTOTAL

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

V or N

S6 2"#4GE1 4 Bot. Stirrups

2 2"#4GE2 4 Top Stirrups

1 3„"#4GE3 4

17 3„"#4GE4 4 Vert. End Stirrps

17 3„"#4GE5 4 Horiz. End Stirrups

STR#4GE6 4 Long. top

ABUTMENT 1 REINFORCEMENT

V or N

STR#5A1 5

2 2•"#5A2 5

17 3ƒ"#5A3 5

52 3ƒ"#5A4 5

ABUTMENT 1 FOOTING REINFORCEMENT

V or N

STR#6AF1 6

STR#5AF2 5

2 4•"#6AF3 6

2 4•"#6AF4 6

WINGWALL A REINFORCEMENT

V or N

STR#6W1 6

WINGWALL B REINFORCEMENT

V or N

ABUTMENT 2 REINFORCEMENT

V or N

STR#5A1 5

2 2•"#5A2 5

17 3ƒ"#5A3 5

52 3ƒ"#5A4 5

ABUTMENT 2 FOOTING REINFORCEMENT

V or N

STR#6AF1 6

STR#5AF2 5

2#6AF3 6

2#6AF4 6

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

LBSSUBTOTAL

B

STR

B

C

D

OPTIONAL LEG

TYPE 17

WINGWALL C REINFORCEMENT

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

LBSSUBTOTAL

WINGWALL D REINFORCEMENT

REINFORCING STEEL SCHEDULE DIMENSION TABLE

A G

J

B

TYPE 1 TYPE 2

A G

B

A G

B

C

D

TYPE S6

D

C

B

A

TYPE 52

4•"

4•"

STATE PROJECT

NUMBER

SHEET

WV WV ERFO FS 2016 1(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA RECJPM George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

MONONGAHELA NATIONAL FOREST

(FOREST ROAD ROUTE 86, MP 10.8)