14_Bascule_Span_Replacement_-_X_set.pdf

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PROJECT TEAM LEADER

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

George Choubah

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

GEORGE WASHINGTON MEMORIAL PARKWAY

BRP NO.

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

Concrete: 150 pcf.

Future Wearing Surface: 25 psf.

Provide 2" cover for reinforcing steel unless otherwise noted

SPECIFICATIONS:

Design:

Construction:

Dead loads:

Live loads:

Structural Concrete:

Prestressing Steel:

Bearings:

Reinforcing Steel:

DESIGN LOADS:

MATERIALS:

Structural Steel:

MATERIALS, cont.:

Grade 60 deformed

Furnish reinforcing steel conforming to AASHTO M 31 (ASTM A615), FP-14, U.S. Customary Units

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, :Miscellaneous

Verify locations of utilities in field prior to any work

Verify all dimensions and locations in field prior to ordering materials

UTILITIES:

HL-93

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M

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

No Scale

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D e s ig n

F il e s B a s c u le

S p a n

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P

R O J E

C T

S .d g n otherwise noted

Use uncoated reinforcing steel in beams and crosswalls unless

Strand diameter: 0.5 in

Wobble coefficient: 0.00

Friction coefficient: 0.00

Pretensioning:

Maximum stress after anchor set: 200 ksi (75% ultimate)

Maximum anchoring stress at anchorages after anchor set: 189 ksi (70% ultimate)

Maximum jacking stress: 216 ksi (80% ultimate)

Apparent Modulus (for calculation of elongations): 28,500 ksi

Strand: AASHTO M 203/M 203 M seven wire, grade 270, low relaxation

Prestressing Parameters (Strand):

A C

T U

A L F I L E G

N .D

G N

MISCELLANEOUS:

LW LW/BK

SHEET TITTLE

INDEX OF BRIDGE PLAN SHEETS

SHEET NO.

GENERAL NOTES:

GENERAL NOTES AND INDEX

Section 18.2 of the AASHTO LRFD Bridge Design Specifications

Provide bearing systems conforming to the requirements of panels, and CIP deck unless otherwise noted

Use stainless reinforcing steel in precast approach slabs, precast

Grade 60 deformed

Furnish stainless reinforcing steel conforming to ASTM A955, Miscellaneous Details21

Fascia Removal Details - 220

Fascia Removal Details - 119

Sidewalk Plan18

Deck Panel Layout17

Elevation View Below Bridge Deck16

Underside View15

North Exterior Girder14

South Exterior Girder13

Typical Interior Girder12

Bridge Deck and Framing Plan11

Abutment - 210

Abutment - 1 9

Foundation Layout 8

Bridge Construction Staging - 2 7

Bridge Construction Staging - 1 6

Typical Sections - 2 5

Typical Sections - 1 4

Sidewalks At Abutments 3

Plan and Elevation 2

General Notes and Index 1

Furnish welds conforming to AASHTO/AWS D1.5 Bridge Welding Code

(ASTM A709, Grade 50) unless otherwise noted on the plans

Furnish structural steel conforming to AASHTO M270, Grade 50

", unless otherwise noted4 3Chamfer exposed edges

Furnish class UHPC for closure pours and haunches sleeper slabs precast deck panels, approach slabs, and f'c = 6,000 psi at 28 daysFurnish class HPC concrete for deck and

U.S. Customary Units, 2014

AASHTO LRFD Bridge Design Specifications, Seventh Edition, 2016 Interim in close proximity to utilities.

Provide protection and use extreme caution when working before performing any work.

All sketches and dimensions are approximate. Verify all the conditions

Verify all dimensions prior to any work.

FOR INFORMATION ONLY

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ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

To Virginia To Washington

N

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PLAN AND ELEVATION

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

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LW

A C

T U

A L F I L E P

E .D

G N

1" = 15'

CL

CLAbutment 3

Sidewalk

Sidewalk

Structure

CL

CLRoadway

LW/BK

PLAN

CL Abutment 2

(Typ.)

New catch basin

ELEVATION

"2 1280'-0

225'-0"

R o a d w a y

R o a d w a y

Face of bridge

Edge of granite step

Edge of granite step

Face of bridge

(See Note 3) lampost (Typ.)

Remove and reset aproval.

lamp posts to the existing. Submit detailed drawing to the CO for

Replace the lamp posts that are missing or damaged. Match the new3.

Submit shop drawings and design calculations to the CO for approval.

shape, and material of the existing gratings and frames.

Furnish new catch basin frames and gratings that match size, 2.

a seperate set of drawings.

The rehabilitation of concrete approach arches is shown on1.

Notes:

B B B

B

A A bascule span

Existing

C u r b

C u r b

C C exp. jt. (Typ.)

Strip seal exp. jt. (Typ.)

Strip seal

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

DATE

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

ARLINGTON MEMORIAL BRIDGE

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ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

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O J E

C T

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LW LW/BK " = 1'2

J o in t

(See Note 2) 30'-2" Long. jt.

PLAN VIEW - SIDEWALK AT ABUTMENT

(Abutment 3 shown, Abutment 2 similar)

N

Edge of granite step

Edge of granite step

Bridge rail

Bridge rail

Edge of granite step

Edge of granite step

Existing seat

Sidewalk

Sidewalk

Bridge rail

Bridge rail

Existing cabin

SIDEWALK AT ABUTMENTS

A C

T U

A L F I L E B

S S I D

E W

A L

K

A B

U T .D

G N

Existing joint Existing joint expansion/contraction at both ends of the span.

Provide bearing system with stopper to allow equal thermal3.

the CO for approval.

of the span. Submit detailed design calculations and drawings to

Furnish a longitudinal joint system to accomodate the movement2.

" expansion joints on the north sidewalks.2 1of the existing 1

Match the 2-inch expansion joint locations to the same locations1.

Notes:

Exp. jt. Exp. jt.

(See Note 3)

(See Note 3)

(See Note 3)

Exp. jt. (Typ.)

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

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ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

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TYPICAL SECTIONS - 1

CL Structure

Travel lanesTravel lanesSidewalk Sidewalk

30'-0" 30'-0"

94'-0"

"2 113'-8"2

13'-3 "2 113'-8 "2

13'-3

(Typ.)

Granite step

(Typ.)

Granite curb

Sidewalk

30'-0"

94'-0"

"2 113'-8 "2

13'-3

CL Structure

Travel lanes

30'-0"

Travel lanesSidewalk

"2 113'-8"2

13'-3

Face of bridge

Face of bridge Face of bridge

Face of bridge

LW

(Typ.)

Reset granite step

3" Revealed height

2.0%

6" pour

Closuredeck panel

10" Precast overlay

2" Concrete sidewalk

CIP concrete

KEY

2.0% Varies Varies existing elevation (Typ.)

elevation to match

Granite step proposed

4'-0"5 Spa. @ 8'-0" = 40'-0"3'-0" 4'-0" 3'-0"

EXISTING CROSS SECTION AT CENTERLINE OF EXISTING BASCULE SPAN

A C

T U

A L F I L E T

Y P

X S .D

G N

5 Spa. @ 8'-0" = 40'-0"

LW/BK " = 1'4

BRIDGE RAIL RESET CONCEPT

(See Note 3) and fascia (Typ.)

Reset bridge rail

CIP sidewalk deck panel

Precast

PROPOSED CROSS SECTION AT CENTERLINE OF NEW SPAN

SECTION A-A

(See Note 3) and fascia

Bridge rail

See "PLAN AND ELEVATION" sheet for Section A-A.4.

of the existing connection.

superstructure is required to match or exceed the capacity

The connection of the base of the bridge rails to the according to Subsection 556.08.

bridge rail remove and reset to the CO for approval

Submit detailed drawings and design calculations of 3.

Use ultra high performance concrete in all closure pours.2.

Verify all dimensions prior to any work.1.

Note:

inspection (Typ.)

Opening for

2'-6" x 2'-6" curb (Typ.)

granite

Reset

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

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NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

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XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

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Sidewalk

30'-0"

87'-5"

"2 113'-8

CL Structure

Travel lanes

30'-0"

Travel lanesSidewalk

"2 113'-8

2.0% deck panel

10" Precast overlay

2" Concrete

2.0% Varies Varies

4'-0"4 Spa. @ 8'-0" = 32'-0" 4'-0" sidewalk

CIP concrete

KEY

A C

T U

A L F I L E T

Y P

X S .D

G N cabin

Existing

TYPICAL SECTIONS - 2

" = 1'4

1LW/BK

5 Spa. @ 8'-0" = 40'-0"

4 Spa. @ 8'-0" = 32'-0" 4'-0" 4'-0" 4 Spa. @ 8'-0" = 32'-0" 7'-0"

30'-0"

87'-5"

30'-0"

Travel lanes

"2 113'-8

Sidewalk

113'-8

Travel lanesSidewalk

CL Structure

2.0%2.0% deck panel

10" Precast overlay

2" Concrete VariesVaries

6" Closure pour

6" Closure pour

(See Note 4) to remain rooms under

Existing cabin and height (Typ.)

3" Revealed

Note 5) room (See of existing

New roof

Existing wall

GRANITE TORUS RESET CONCEPT

(See Note 3) and granite torus

Reset bridge rail

(See Note 3) and granite torus

Reset bridge rail

(See Note 3) and granite torus

Reset bridge rail deck panel

Precast

CIP sidewalk

PROPOSED CROSS SECTION AT CENTERLINE ABUTMENT

SECTION B-B

PROPOSED CROSS SECTION AT ABUTMENT BACK SPAN WALL

SECTION C-C

7'-0" back girder northwest

Northeast or

Section C-C.

See "PLAN AND ELEVATION" sheet for Section B-B and6.

roof to the CO for approval.

Submit detailed drawings and calculations of the new 5.

design and repair for approval.

condition if there are damages. Submit to the CO detailed construction duration. Restore the rooms to their original

Avoid damages to the existing rooms/wall during the 4.

rail and granite torus reset to the CO for approval.

Submit detailed drawings and design calculations of bridge 3.

Use ultra high performance concrete in all closure pours.2.

Verify all dimensions prior to any work.1.

Note:

(See Note 3)

Granite torus

(See Note 3) steel angle

Stainless curb (Typ.)

granite

Reset inspection (Typ.)

Opening for

2'-6" x 2'-6" inspection (Typ.)

Opening for

2'-6" x 2'-6"

(Typ.)

curb granite

Reset

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

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ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

-F e b -2

:3

P

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P R

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C T

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BRIDGE CONSTRUCTION STAGING - 1

13'-3 "2

113'-8 30'-0" 30'-0" "2 113'-8 "2

13'-3

94'-0"

CL Structure

Travel lanesTravel lanesSidewalk Sidewalk

Work zone

EXISTING BRIDGE SECTION

STAGE 1

28'-3" (Three 9'-5" travel lanes)45'-9" barrier

Temporary concrete

CL Structure

1'-6"

LW

A C

T U

A L F I L E C

O N

S T

R S

T A

G I N

G .D

G N existing granite curb Remove and reset granite step reset existing Remove and rail granite bridge reset existing Remove and

" = 1'4

1LW/BK

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

X07 e b -2

:3

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FOR

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ON

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ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

-F e b -2

:3

P

M M

P R

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C T

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S p a n

R e p la c e m e n t\

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BRIDGE CONSTRUCTION STAGING - 2

30'-0" (Three 10'-0" travel lanes) 30'-0" (Three 10'-0" travel lanes)"2 113'-8 "2

113'-8

SidewalkSidewalk

COMPLETED BRIDGE DECK REPLACEMENT

LW

A C

T U

A L F I L E C

O N

S T

R S

T A

G I N

G .D

G N

28'-3" (Three 9'-5" travel lanes) barrier

Temporary concrete

1'-6" 45'-9" CL Structure existing granite curb Remove and reset

Work zone granite step reset existing Remove and bridge rail reset granite Remove and pour

Closure

" = 1'4

1LW/BK

6" Closure pour

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

X08

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S p a n

R e p la c e m e n t\

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NOT

FOR

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NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

To Virginia To Washington

P R

O J E

C T

S g w m p (4

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

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F il e s B a s c u le

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LW 1" = 10'

CL

CLAbutment 3 CL Abutment 2

Structure

FOUNDATION LAYOUT

PLAN

wall (Typ.)

abutment

Main span

CL

ELEVATION

Span 6 Span 4

(Typ.)

machinery room

Existing operating

(Typ.)

machinery room

Existing operating wall (Typ.)

abutment

Back span CL bearings (Typ.)

Back span bearings (Typ.)

Main span

LW

Submit shop drawings and design calculations to the CO for approval.

Design the new abutment walls and their foundation. 2.

Verify all dimension prior to design work.1.

Notes:

2'-9"

A C

T U

A L F I L E B

S F

O U

N D

A T I O

N

L A

Y O

U T .D

G N wall (Typ.)

buttress

Existing

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

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FOR

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PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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R e p la c e m e n t\

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Up

ABUTMENT - 1

stairs relocate existing

Refurbish and

AbutmentCL

CLStructure

PLAN

(See Note 3) below cabins

Existing room

A A

(See Note 3) inside abutment

Existing room abutment wall

Main span abutment wall

Back span

6"

(See Note 3) machinery room

Existing operating

2" (See Note 3) side wall (Typ.)

Existing abutment 6"

(Typ.)

4"

3'-0"

(Min.)

" = 1'8

LW/BK

(Abutment 2 shown, Abutment 3 similar)

B B

Submit to the CO detailed design and repair for approval.

Restore the rooms to their original condition if there are damages.

Avoid damages to the existing rooms/wall during the construction duration.3.

See "ABUTMENT - 2" sheet for Sections A-A and Section B-B.2.

Verify all dimensions prior to design work.1.

Notes:

A C

T U

A L F I L E B

S

A B

U T

M E

N T

W A

L L .D

G N wall (Typ.)

Existing buttress

ELEVATION - MAIN SPAN ABUTMENT WALL

(See Note 3) side wall (Typ.)

Existing abutment

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X10

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

ABUTMENT - 2

SECTION A-A

CLStructure

(See Note 3) side wall (Typ.)

Existing abutment

" = 1'8

LW/BK

(See Note 3) inside abutment

Existing room

Submit to the CO detailed design and repair for approval.

Restore the rooms to their original condition if there are damages.

Avoid damages to the existing rooms/wall during the construction duration.3.

See "ABUTMENT - 1" sheet for Section A-A and Section B-B.2.

Verify all dimension prior to design work.1.

Notes:

SECTION B-B

A C

T U

A L F I L E B

S

A B

U T

M E

N T

W A

L L .D

G N

(See Note 3) rooms below

Existing cabin and

Min.

4'-0"

6"6"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X11

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

To Virginia To Washington

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

CLAbutment 3 CL Abutment 2

CL

FRAMING PLAN

Existing bascule span

CL New span back girder

Northwest back girder

Northeast

(Typ.)

Diaphragm

North exterior girder interior girder

South first interior girder

North first girder

South exterior (Typ.)

Interior girder

BRIDGE DECK AND FRAMING PLAN

North fascia

South fascia link slab

Limit of UHPC link slab

Limit of UHPC

StructureCL

LW/BK

Verify all dimension prior to design work.

Notes:

A C

T U

A L F I L E B

S

D E

C K F

R A

M I N

G .D

G N

225'-0"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X12

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

LW As Shown

New span

Existing bascule span

CL

CL Abutment 3 CL Abutment 2

Exp. Exp.

TYPICAL INTERIOR GIRDER

To Virginia

216'-0" 30'-7"

(See Detail A) with crack control

UHPC link slab (See Detail B) with crack control

UHPC link slab

225'-0"

To Washington

DETAIL B - SAW CUT AT LINK SLAB

li n k s la b

U

H P

C

End of girder

(See Note 2) Saw cut in concrete o v e r la y C o n c r e te

2'-0"

V a r ie s d e c k p a n e l

P r e c a s t

(Typ.)

Diaphragm

Main span girder girder

Back span

"4

"4

AT CENTER SPAN

GIRDER CROSS SECTION

C le a r girder

Back span

(See Note 3) movement longitudinal controlled

Exp. with

(See Note 3) movement longitudinal controlled

Exp. with

(Typ.)

machinery room

Existing operating

(See Note 5)

Expansion joint (Typ.)

Scale: 5" = 1'" = 1'2 1Scale: 1

TYPICAL CROSS SECTION

DETAIL A - I-SHAPED MEMBER

2'-0"

2'-0"

2"

(See Detail A)

I-shaped member (Typ.)

Scale: 1" = 1'

TYPICAL INTERIOR GIRDER - SOUTH FACE

(See Note 3) movement longitudinal controlled

Exp. with

(See Note 3) movement longitudinal controlled

Exp. with

A A

B B

(See Note 7)

Web splice (Typ.)

expansion and contraction.

the back span girder to move together due to thermal

Design the web splice to allow the main span girder and 7.

sheet for details.

For View B-B, see "ELEVATION VIEW BELOW BRIDGE DECK" 6.

For View A-A, see "UNDERSIDE VIEW" sheet for details.5.

joint details.

See "MISCELLANEOUS DETAILS" sheet for expansion 4.

thermal expansion/contraction at both ends of the span.

Provide bearing system with stopper to allow equal3.

ends of girders.

Line up both saw cuts and center them between the2.

Verify all dimension prior to design work.1.

Notes:

Scale: 1" = 10'

LW/BK

A C

T U

A L F I L E B

S I N

T

G I R

D E

R .D

G N

30'-7"

±38'-0" ±38'-0" within this section of the bottom flange) (Match the curvature of the exterior girder ±76'-0"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X13

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

SOUTH EXTERIOR GIRDER

To Virginia To Washington

CL

New span

Existing bascule span

CL

CL Abutment 3 CL Abutment 2

225'-0"

216'-0"

Exp. Exp.

sidewalk

CIP concrete

KEY

30'-7" 30'-7"

(See Detail B) with crack control

UHPC link slab

(See Detail A) with crack control

UHPC link slab

DETAIL B - SAW CUT AT LINK SLAB

C I P s id e w a lk li n k s la b

U

H P

C

End of girder

(See Note 3) Saw cut in concrete

(Typ.)

Diaphragm

Main span girder girder

Back span

V a r ie s d e c k p a n e l

P r e c a s t

(See Note 2) metal fascia

Limit of existing fascia

Existing metal

(See Detail A)

I-shaped member (Typ.)

S e e N o te

AT CENTER OF SPAN

GIRDER CROSS SECTION

Scale: 1" = 10'

Scale: 5" = 1'

" = 1'4 3Scale:

" = 1'2 1Scale: 1

2'-0"

2"

TYPICAL CROSS SECTION

DETAIL A - I-SHAPED MEMBER

2'-0"

"4

"4 girder

Back span

(See Note 5)

Expansion joint (Typ.)

(See Note 4) movement longitudinal controlled

Exp. with

(See Note 4) movement longitudinal controlled

Exp. with

SOUTH EXTERIOR GIRDER - SOUTH FACE

LW/BK

2'-0"

A

B B

A sheet for details.

For View B-B, see "ELEVATION VIEW BELOW BRIDGE DECK"7.

For View A-A, see "UNDERSIDE VIEW" sheet for details.6.

See "MISCELLANEOUS DETAILS" sheet for expansion joint details.5.

expansion/contraction at both ends of the span.

Provide bearing system with stopper to allow equal thermal4.

ends of girders.

Line up both saw cuts and center them between the3.

as shown on the plans.

Erect girder with bottom plate 1 inch above fascia curvature of the existing metal fascia.

Fabricate bottom of girder to follow the same vertical 2.

Verify all dimension prior to design work.1.

Notes:

A C

T U

A L F I L E B

S S

O U

T H

E

X T

G I R

D E

R .D

G N

±76'-0"

±38'-0" ±38'-0"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X14

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

NORTH EXTERIOR GIRDER

To Virginia To Washington

CL

New span

Existing bascule span

CL

CL Abutment 3 CL Abutment 2

225'-0"

194'-10"

Exp.

sidewalk

CIP concrete

KEY

(Typ.)

Diaphragm

Main span girder

V a r ie s d e c k p a n e l

P r e c a s t

(See Note 2) metal fascia

Limit of existing fascia

Existing metal

(See Detail A)

I-shaped member (Typ.)

S e e N o te

AT CENTER OF SPAN

GIRDER CROSS SECTION

Scale: 1" = 10'

" = 1'4 3Scale:

" = 1'2 1Scale: 1

2'-0"

2"

TYPICAL CROSS SECTION

DETAIL A - I-SHAPED MEMBER

2'-0"

(See Note 4)

Expansion joint (Typ.)

Exp.

back girder

Northeast back girder

Northwest

NORTH EXTERIOR GIRDER - SOUTH FACE

LW/BK

sheet for details.

For View B-B, see "ELEVATION VIEW BELOW BRIDGE DECK"6.

For View A-A, see "UNDERSIDE VIEW" sheet for details.5.

See "MISCELLANEOUS DETAILS" sheet for expansion joint details.4.

expansion/contraction at both ends of the span.

Provide bearing system with stopper to allow equal thermal3.

as shown on the plans.

Erect girder with bottom plate 1 inch above fascia curvature of the existing metal fascia.

Fabricate bottom of girder to follow the same vertical 2.

Verify all dimension prior to design work.1.

Notes:

2'-0"

A

B

A

B

A C

T U

A L F I L E B

S

N O

R T

H

E X

T

G I R

D E

R .D

G N

(See Note 3) longitudinal movement

Exp. with controlled

(See Note 3) longitudinal movement

Exp. with controlled

1'-5" 1'-5"

±76'-0"

±38'-0" ±38'-0"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X15

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

CL Bascule

VIEW A-A

UNDERSIDE VIEW

" = 1'8

1LW/BK

(Typ.)

" Tieplate8 321"x21"x plate (Typ.)

" Connection8

(Typ.)

WT 4x14

(Typ.)

WT 4x14 exterior girder) between Metal Fascia and

I - Shopped bracing (Typ.

fascia

South metal

North metal fascia A

C T

U A

L F I L E U

N D

E R

S I D

E

V I E

W .D

G N

3. Use bolt connections and all locations.

2. See "TYPICAL INTERIOR GIRDER" sheet for Section A-A.

1. Verify all existing members and dimension prior to design work.

Notes:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X16

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

Face of bridge Face of bridge

LW HC

ELEVATION VIEW BELOW BRIDGE DECK

VIEW B-B - ELEVATION VIEW BELOW BRIDGE DECK

(See Note 3)

Metal fascia (See Note 3)

Metal fascia

LW/JG

A C

T U

A L F I L E E le v

V ie w

B e lo w .D

G N reattachedment of the existing fascias.

and "INSIDE ELEVATION OF FASCIA CONNECTING MEMBER" sheets for

See "FASCIA REMOVAL DETAILS - 1", "FASCIA REMOVAL DETAILS - 2", 3.

See "TYPICAL INTERIOR GIRDER" sheet for View B-B.2.

Verify all existing members and dimensions prior to any work.1.

Note:

members

Fascia connecting members

Fascia connecting

No scale

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

X17

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

-F e b -2

:3

DECK PANEL LAYOUT

Trans. key (Typ.)

C lo s u r e p o u r

CL Bascule span

(See Note 1)

Arch 6 Arch 4

N

CL

CL Abutment 2

Abutment 3 control with crack

UHPC link slab control with crack

UHPC link slab

9'-4" "2 18'-1 8'-6" "2

18'-0

"2 17'-11 8'-0" 8'-0" 8'-0"

5"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" "2 17'-11 "2

18'-0 8'-6" "2 18'-1 9'-4"

BA5 BA10 BA13 BA12 BA1

BD1 BS1

BS1 BD1 BD1 BD1BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BA5

BA15BA11BA14BA1

Structure

BA5 BA4 BA3 BA2 BA1

BD1 BS1 BS1 BD1BS1 BS1 BS1 BS1 BS1 BD1BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BS1 BD1BS1 BA7 BA8 BA9 BA4 BA5

PLAN

6'-0"6'-0"

LW/BK

(Typ.)

Face of bridge design done by the contractor.

For replacement details of catch basins, see2.

details.

transverse key and longitudinal closure pour

See "MISCELLANEOUS DETAILS" sheet for1.

Notes:

A C

T U

A L F I L E B

S

D E

C K P

A N

E L

L A

Y O

U T .D

G N

2'-1" 1'-4" 3'-2"

(Typ.)

Edge of curb step (Typ.)

Edge of granite basin (Typ.)

Opening for catch

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X18

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

e b -2

:3

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

TYPICAL 1" SIDEWALK JOINT " SCORED JOINT4

1TYPICAL TYPICAL 1" SIDEWALK JOINT

WITH CONSTRUCTION JOINT

pattern (Typ.)

12 sq. Sidewalk grid pattern (Typ.)

3 sq. Sidewalk grid

SIDEWALK PLAN

Face of bridge granite step

Edge of joint (Typ.)

" Scored 4

Face of bridge granite step

Edge of

C u r b

C u r b

To Virginia To Washington

CL Bascule span

(Typ.)

Catch basin

CLStructure

CL Abutment 2CL Abutment 3

1"

" Radius (Typ.)4 joint sealer

Hot poured

" Radius (Typ.)4

1joint sealer

Hot poured

Constr. joint

"2

"2

"4

(Typ.)

1" Sidewalk joint

(Typ.)

Lamp post

A C

T U

A L F I L E B

S S I D

E W

A L

K .D

G N and joint on sidewalk.

Verify and match the existing concrete grid pattern3.

post-tension duct splice details.

sheet for post-tension end anchorage and

See "DECK PANEL MICELLANEOUS DETAILS - 2" 2.

sheet for details.

See "DECK PANEL MISCELLANEOUS DETAILS - 1"1.

Notes:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX NP-GWMP 11(4),11(7)

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

X19

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

HC LW/BK/CC -- No Scale

20 0 2 4 4 6 6 8 8 10

"8 3" x 2

11 - Web 14

"8 33 - L 3" x 3" x

'8 31 - Web 20" x

"8 32 - L 3" x 3" x

Near web

Far web

"8 32 - L 3" x 3" x

"8 32 - L 3" x 3" x

"8 32 - L 4" x 3" x

" Sides2 1D.L. 2

" Top2 1D.L. 2

" Top8 3Tie Pls 24 x

1 - L 3" x 3" x 3#8" N.S.

" F.S.8 31 - L 3" x 3" x

" Top8 32 - L 3" x 3" x

Bottom chord

" Sides2 1D.L. 2

" Top2 1D.L. 2

" Top8 3Tie Pls 24 x

1 - L 3" x 3" x 3#8" N.S.

" F.S.8 31 - L 3" x 3" x

" Top8 32 - L 3" x 3" x

3'-1"

"8 3P.L.S. x

"8 3Tie Pls -

"8 32 - Bars 6 x

C

C

18'-4" 8 Spa. @ 9'-4" = 74'-8"

B

B

A

A

SECTION A-A

EXISTING AFTER DISCONNECTION

To remove

(Typ.)

angle Connection truss Fascia

Not to scale truss Fascia

FASCIA REMOVAL DETAILS - 1

INSIDE ELEVATION OF EXISTING FASCIA TRUSS

A C

T U

A L F I L E F

A S

C I A

R E

M O

V A

L

D E

T .D

G N

To clean, refurbish, and reset its appurtenances

Metal fascia and its appurtenances

Metal fascia and

Base of ballustradeBase of ballustrade starting any work.

Verify all existing members & dimensions before5.

for sections B-B and C-C.

See "FASCIA REMOVAL DETAILS - 2" sheet4.

for approval prior to removal.

Submit removal plan and installation plan to the CO 3.

to the exterior girders of the new span.

Reset metal fascias and their appurtenances3.

Refurbish the metal fascia and their appurtenances.2.

Remove the metal fascias and their appurtenances.1.

Notes:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

X20

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

NP-GWMP 11(4),11(7)

January 2017

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d

HC LW/BK/CC -- No Scale

VIEW C-C

SECTION B-B

To remove

(Typ.)

Bracing

(Typ.)

angle

Connect

(Typ.)

Bracing

EXISTING AFTER DISCONNECTION

EXISTING AFTER DISCONNECTION

To remove

(Typ.)

angle

Connect

FASCIA REMOVAL DETAILS - 2

A C

T U

A L F I L E F

A S

C I A

R E

M O

V A

L

D E

T .D

G N

To clean, To clean, refurbish, and reset its appurtenances

Metal fascia and its appurtenances

Metal fascia and refurbish, and reset its appurtenances

Metal fascia and its appurtenances

Metal fascia and starting any work.

Verify all existing members & dimensions before5.

for sections B-B and C-C.

See "FASCIA REMOVAL DETAILS - 2" sheet4.

for approval prior to removal.

Submit removal plan and installation plan to the CO 3.

to the exterior girders of the new span.

Reset metal fascias and their appurtenances3.

Refurbish the metal fascia and their appurtenances.2.

Remove the metal fascias and their appurtenances.1.

Notes:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

X21

-F e b -2

:3

P

M M

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

NOT

FOR

CO

NST

RUCTI

ON

PRE

ARLINGTON MEMORIAL BRIDGE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

XXXXXX

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

e b -2

:3

P R

O J E

C T

S g w m p (4

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 B a s c u le

S p a n

R e p la c e m e n t\

P

R O J E

C T

S .d g n

LW LW/BK

MISCELLANEOUS DETAILS

A C

T U

A L F I L E M

I S

C .D

G N

"8 3"8

" Shear connectors4 1" x 34 reinforcement

Design transverse

UHPC

(Typ.)

1" Radius finish

Exposed aggregate holes at 24" max.

2" Formed vent/grout

Scale: 2" = 1'

" 4

" 4

(Typ.)

Precast concrete panel

UHPC fill

Scale: 2" = 1'BLOCK OUT IN DECK PANEL

Flange width

Closure pourCL deck panel (Typ.)

Precast concrete system

Drainage trough

Beam

Wall

" = 1'2 1Scale: 1

"4

"4

CLOSURE POUR

TRANSVERSE AND LONGITUDINAL

UNDER EXPANSION JOINT

DRAINAGE TROUGH SYSTEM

and compressible sealer

Cold-formed steel angle dam

(Typ.)

with HPC blockout filled

Full depth joint pipe

Rail supporting

Metal ballustrade

Granite step Torus molding

METAL RAIL SYSTEM

Scale: 1" = 1'

Top rail

Bottom rail

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

BRP-1160

Structure Number 3300-016P

BASCULE SPAN REPLACEMENT

January 2017

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY