13_Approach_Span_Rehabilitation_-_R_set-Optimized.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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

Concrete: 150 pcf.

Future Wearing Surface: 25 psf.

Provide 2" cover for reinforcing steel unless otherwise noted

GENERAL NOTES

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), Follow AASHTO LRFD design method A

60 durometer hardness

Section 18.2 of the AASHTO LRFD Bridge Design Specifications, with

Provide elastomeric bearing pads conforming to the requirements of

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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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

No Scale

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LW/AF LW/BK/CC HC

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

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GENERAL NOTES

MISCELLANEOUS:

bridge structure throughout the entire contract period.

The Contractor is responsible for the stability of the entire exisitng during and after contract period.

to ensure that there is not additional stress to any member of the bridge

The Contractor is required to evaluate the existing bridge structure a corrective measure.

differences from these contract plans, notify the CO and recommend before performing necessary rehabilitation work. If there are any

All sketches and dimensions are approximate. Verify all the conditions

Verify all dimensions prior to any work.

Grade 60 deformed

Furnish stainless reinforcing steel conforming ASTM A955, panels, and CIP deck unless otherwise noted

Use stainless reinforcing steel in precast approach slabs, precast

U.S. Customary Units, 2014

AASHTO LRFD Bridge Design Specifications, Seventh Edition, 2016 Interim

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 in close proximity to utilities

Provide protection and use extreme caution when working Concrete cover is 2 in, unless otherwise noted in, 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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

DATE

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

ARLINGTON MEMORIAL BRIDGE

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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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No Scale LW/AF LW/BK/CC HC

A C

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O F

W O

R K .D

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INDEX OF BRIDGE PLAN SHEETS

SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE

Typical Deck Panel UD471

Typical Deck Panel UD1-UD2-UD3 - 270

Typical Deck Panel UD1-UD2-UD3 - 169

Typical Deck Panel UM368

Typical Deck Panel UM267

Typical Deck Panel UM166

Typical Deck Panel UR10 and UR1165

UR7, and UR8 - 2

Typical Deck Panel UR3, UR4, UR5, UR6,64

UR7, and UR8 - 1

Typical Deck Panel UR3, UR4, UR5, UR6,63

Typical Deck Panel UR262

Typical Deck Panel UR1 and UR961

Typical Deck Panel P1I and P2I60

Typical Deck Panel P1EM and P2EM59

Typical Deck Panel P1E and P2E58

Typical Deck Panel AR3, AR4, AR5, and AR657

Typical Deck Panel AR1 and AR256

Typical Deck Panel AD1, AD2, and AD3 - 255

Typical Deck Panel AD1, AD2, and AD3 - 154

Top of CIP Deck Elevations Over Underpasses53

Top of Deck Panel Elevations Over Pier 4, 5, and 652

Top of Deck Panel Elevations Over Pier 1, 2, and 351 and West Underpass

Top of Deck Panel Elevations Over Abutment 4 50

Top of Deck Panel Elevations Over Arch 949

Top of Deck Panel Elevations Over Arch 848

Top of Deck Panel Elevations Over Arch 747

Top of Deck Panel Elevations Over Arch 646

Top of Deck Panel Elevations Over Arch 445

Top of Deck Panel Elevations Over Arch 344

Top of Deck Panel Elevations Over Arch 243

Top of Deck Panel Elevations Over Arch 142

East Underpass

Top of Deck Elevations Over Abutment 1 and41

Deck Panel Layout for Pier 3 and 440

Deck Panel Layout for Pier 2 and 539

Deck Panel Layout for Pier 1 and 638

Deck Panel Layout for Arch 4 and 637

Deck Panel Layout for Arch 3 and 736

Deck Panel Layout for Arch 2 and 835

Deck Panel Layout for Arch 1 and 934

Deck Panel Layout for Abutment 433

Deck Panel Layout for Abutment 132

Sections - 2

Abutment 1 and 4 Proposed Longitudinal 31

Sections - 1

Abutment 1 and 4 Proposed Longitudinal 30

Concrete Beam Replacement - 429

Concrete Beam Replacement - 328

Concrete Beam Replacement - 227

Concrete Beam Replacement - 126

New Beam Locations25

Concrete Beam Removal and Replacement24

Top of Crosswall Repair - 223

Top of Crosswall Repair - 122

Underpass Wall Replacement - 221

Underpass Wall Replacement - 120

Wall 59 Replacement - 3 - Arch 919

Wall 59 Replacement - 2 - Arch 918

Wall 59 Replacement - 1 - Arch 917

Bascule Wall Replacement - 3 - Abutment 2 and 316

Bascule Wall Replacement - 2 - Abutment 2 and 315

Bascule Wall Replacement - 1 - Abutment 2 and 314

Replaced

Locations of Concrete Crosswalls Repaired or 13

Bridge Deck Concrete Removal - 212

Bridge Deck Concrete Removal - 111

Bridge Construction Staging - 210

Bridge Construction Staging - 1 9

Typical Arch Proposed Longitudinal Section 8

Typical Proposed Section - 2 7

Typical Proposed Section - 1 6

Typical Existing Section - 2 5

Typical Existing Section - 1 4

Plan and Elevation 3

Scope Of Work And Index 2

General Notes 1

Concrete Deterioration - Pier 4 Frames131

Concrete Deterioration - Pier 4 Frames130

Concrete Deterioration - Pier 4129

Concrete Deterioration - Bottom of Arch 6128

Concrete Deterioration - Top of Arch 6127

Concrete Deterioration - Abutment 3126

Concrete Deterioration - Abutment 2125

Concrete Deterioration - Bottom of Arch 4124

Concrete Deterioration - Top of Arch 4123

Concrete Deterioration - Pier 3 Frames122

Concrete Deterioration - Pier 3 Frames121

Concrete Deterioration - Pier 3120

Concrete Deterioration - Bottom of Arch 3119

Concrete Deterioration - Top of Arch 3118

Concrete Deterioration - Pier 2 Frames117

Concrete Deterioration - Pier 2 Frames116

Concrete Deterioration - Pier 2115

Concrete Deterioration - Bottom of Arch 2114

Concrete Deterioration - Top of Arch 2113

Concrete Deterioration - Pier 1 Frames112

Concrete Deterioration - Pier 1 Frames111

Concrete Deterioration - Pier 1110

Concrete Deterioration - Bottom of Arch 1109

Concrete Deterioration - Top of Arch 1108

Frames

Concrete Deterioration - Channel Side Abutment 1 107

Frames

Concrete Deterioration - Channel Side Abutment 1 106

Concrete Deterioration - Channel Side Abutment 1105

Underpass

Concrete Deterioration - Bottom of Arch - East 104

Underpass

Concrete Deterioration - Top of Arch - East 103

Frames

Concrete Deterioration - Approach Side Abutment 1 102

Frames

Concrete Deterioration - Approach Side Abutment 1 101

Concrete Deterioration - Approach Side Abutment 1100

Concrete Repair - 299

Concrete Repair - 198

Substructure Concrete Crack Repair97

Abutment 2 and 3 Repairs96

Intermediate Pier Repairs95

Miscellaneous Details - 294

Miscellaneous Details - 193

Expansion Joint Pier 2 and 592

Expansion Joint Pier 1, 3, 4, and 691

West Approach Sidewalks90

East Approach Sidewalks89

Approach Sidewalk Repair88

Underpass and Abutments - 2

Typical CIP Sidewalk Details Over West 87

Underpass and Abutments - 1

Typical CIP Sidewalk Details Over West 86

Underpass and Abutments - 2

Typical CIP Sidewalk Details Over East 85

Underpass and Abutments - 1

Typical CIP Sidewalk Details Over East 84

Manhole

Typical CIP Sidewalk Details Over Piers with 83

Typical CIP Sidewalk Details Over Piers82

Typical CIP Sidewalk Details Over Arches81

Sidewalk Plan - 280

Sidewalk Plan - 179

Approach Slab and Sleeper Slab Closures - 278

Approach Slab and Sleeper Slab Closures - 177

Approach Sleeper Slab76

Approach Slab Panel AS3 and AS475

Approach Slab Panel AS1 and AS274

Approach Slab73

CIP Bridge Deck Over Underpasses72

Between Abutment 4 & West Pedestals

Bridge Rail Condition Survey175

Between Pier 6 And Abutment 4

Bridge Rail Condition Survey174

Between Pier 5 And Pier 6

Bridge Rail Condition Survey173

Between Pier 4 And Pier 5

Bridge Rail Condition Survey172

Between Abutment 3 And Pier 4

Bridge Rail Condition Survey171

Between Abutment 2 And Abutment 3

Bridge Rail Condition Survey170

Between Pier 3 And Abutment 2

Bridge Rail Condition Survey169

Between Pier 2 And Pier 3

Bridge Rail Condition Survey168

Between Pier 1 And Pier 2

Bridge Rail Condition Survey167

Between Abutment 1 And Pier 1

Bridge Rail Condition Survey166

Between Abutment 1 & East Pedestals

Bridge Rail Condition Survey165

Exterior Deterioration Abutment 4 South Pedestal164

Exterior Deterioration Abutment 4 North Pedestal163

Exterior Deterioration Abutment 4162

Exterior Deterioration Arch 9161

Exterior Deterioration Arch 8160

Exterior Deterioration Arch 7159

Exterior Deterioration Arch 6158

Exterior Deterioration Arch 4157

Exterior Deterioration Arch 3156

Exterior Deterioration Arch 2155

Exterior Deterioration Arch 1154

Exterior Deterioration Abutment 1 South Pedestal153

Exterior Deterioration Abutment 1 North Pedestal152

Exterior Deterioration Abutment 1151

Frames

Concrete Deterioration - Approach Side Abutment 4 150

Concrete Deterioration - Approach Side Abutment 4149

Underpass

Concrete Deterioration - Bottom of Arch - West 148

Underpass

Concrete Deterioration - Top of Arch - West 147

Frames

Concrete Deterioration - Channel Side Abutment 4 146

Frames

Concrete Deterioration - Channel Side Abutment 4 145

Concrete Deterioration - Channel Side Abutment 4144

Concrete Deterioration - Bottom of Arch 9143

Concrete Deterioration - Top of Arch 9142

Concrete Deterioration - Pier 6 Frames141

Concrete Deterioration - Pier 6 Frames140

Concrete Deterioration - Pier 6139

Concrete Deterioration - Bottom of Arch 8138

Concrete Deterioration - Top of Arch 8137

Concrete Deterioration - Pier 5 Frames136

Concrete Deterioration - Pier 5 Frames135

Concrete Deterioration - Pier 5134

Concrete Deterioration - Bottom of Arch 7133

Concrete Deterioration - Top of Arch 7132

INDEX OF PLAN SHEETS

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R03

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NOT

FOR

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NST

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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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

CLPier 6 CLPier 5 CLPier 4

CLPier 3 CLPier 2 CLPier 1

CL Abutment 3

CL Abutment 2

166'-0" 32'-0" 33'-0"172'-8" 35'-0"177'-4" 180'-0" 41'-0" 92'-0"

CL Bascule

92'-0" 41'-0" 180'-0" 35'-0" 33'-0"177'-4" 32'-0"172'-8" 166'-0"

Abutment 4

Face of

PLAN

ELEVATION

PLAN

ELEVATION

CL Bascule

CL Bascule

To Virginia

To Washington

N

Abutment 1

Face of

Sidewalk

Sidewalk

Sidewalk

Sidewalk

CL Structure

CLExisting Joint

End Bascule Span

CLExisting Joint

Begin Bascule Span

Bascule Span

Bascule SpanApproach Span

Approach Span

P R

O J E

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PLAN AND ELEVATION

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49'-4"50'-0"35'-6"

49'-4" 50'-0" 71'-3"

Arch 9 Arch 8 Arch 7 Arch 6

Arch 4 Arch 3 Arch 2 Arch 1

(Bascule span)

Arch 5

(Bascule span)

Arch 5

Pier 6 Pier 5 Pier 4

Pier 3 Pier 2 Pier 1

Abutment 3

Abutment 2 basin (Typ.)

Replace catch

"8 3931'-4

"8 3931'-4

Bridge Length: 2162'-0"

"8 1133'-1

Begin Bridge

End Bridge

CL Structure

CL Bascule

Underpass

East

Underpass

West

LW LW/BK/CC HC

A C

T U

A L F I L E P

E .D

G N

(Typ.)

Exp. jt.

1" = 40'

(Typ.)

manhole

Replace

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

inch.8 3Furnish manhole cover with minimum thickness of conforming to ASTM A536.

Furnish new ductile iron manhole frames and manhole covers 3.

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.

set of plans.

The replacement of Arch 5 (Bascule span) is shown a seperate 1.

Notes:

aproval.

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

Replace the lamp posts that are missing or damaged. Match the new5.

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

AASHTO M 232.

to ASTM A325. Galvanize bolts, nuts, and washers according to

- Use high strength bolts Type 1, nuts, and washers conforming according to AASHTO M 111.

all members of the fixed ladders. Galvanize all structural steel

- Use structural steel conforming to AASHTO M 270, Grade 50 for requirements and conforming to the following material specifications:

Furnish new manhole access fixed ladders conforming to OSHA4.

Sta.

Elev.

Sta. Sta. Sta. Sta.

Sta.

Elev.

Sta. Sta. Sta. Sta.

"2 122'-2 and sleeper slab

Approach slab

(See Note 5) lamp post (Typ.)

Remove and reset

"2 1167'-7

(Typ.)

Expansion joint sidewalk approach

Northwest sidewalk approach

Southwest

(pylon) pedestal

Northwest

(pylon) pedestal

Southwest

"2 122'-2 and sleeper slab

Approach slab sidewalk approach

Northeast

(pylon) pedestal

Northeast sidewalk approach

Southeast

(pylon) pedestal

Southeast

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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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TYPICAL EXISTING SECTION - 1

CL Structure

Travel lanesTravel lanesSidewalk Sidewalk

D e c k

30'-0" 30'-0"

94'-0"

"2 113'-8"2

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

13'-3

Crosswall

TYPICAL EXISTING SECTION AT CONCRETE APPROACH ARCH

(Typ.)

Granite step

(Typ.)

Granite curb

Travel lanesSidewalk

30'-0"

94'-0"

"2 113'-2"2

13'-9

"2

(Typ.)

3'-6"

(Typ.)

(Typ.)

Granite step

(Typ.)

Granite curb

D e c k

30'-0"

CL Structure

Travel lanes Sidewalk

"2 113'-2 "2

13'-9

Crosswall

Sidewalk

30'-0"

94'-0"

"2 113'-8 "2

13'-3

CL Structure

Travel lanes

30'-0"

Travel lanes

D e c k

(Typ.)

Granite curb

Sidewalk

"2 113'-8"2

13'-3

(Typ.)

Granite step

Face of bridge

Face of bridge

Face of bridge Face of bridge

Face of bridge

Face of bridge

TYPICAL EXISTING SECTION AT PIER

TYPICAL EXISTING SECTION AT BENCH OVER PIERS

LW LW/BK/CC HC

A C

T U

A L F I L E T

Y P

X S E

X I S

T I N

G .D

G N

Verify all dimensions prior to any work.

Note:

" = 1'4

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R05

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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

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S .d

TYPICAL EXISTING SECTION - 2

Travel lanesTravel lanesSidewalk Sidewalk

D e c k overlay with mesh

" Concrete2

30'-0" 30'-0"

94'-0"

"2 113'-8"2

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

13'-3

(Typ.)

Granite step

(Typ.)

Granite curb

Travel lanesSidewalk

30'-0"

94'-0"

"2 113'-8"2

13'-3

(Typ.)

Granite step

(Typ.)

Granite curb

30'-0"

CL Structure

Travel lanes Sidewalk

"2 113'-8 "2

13'-3

Face of bridge

Face of bridge

Face of bridge

Face of bridge

CL Structure concrete arch (Typ.)

steel trusses in

Possible enclosed deck and concrete arch

Opening between bridge concrete arch (Typ.)

steel trusses in

Possible enclosed a r c h

C o n c r e te c h

C o n c r e te

A A B

B

CL Underpass concrete arch steel trusses in

Possible enclosed

LW LW/BK/CC HC

A C

T U

A L F I L E T

Y P

X S E

X I S

T I N

G .D

G N

As Shown

TYPICAL LONGITUDIAL CENTER SECTION OF UNDERPASS ARCHES

SECTION A-A - TYPICAL EXISTING SECTION OF UNDERPASS ARCHES AT OPENING

SECTION B-B - TYPICAL EXISTING SECTION AT CENTER OF UNDERPASS ARCHES

Verify all dimensions prior to any work.2.

prior to any work.

Verify locations of all possible enclosed trusses1.

Notes:

" = 1'4 1Scale:

" = 1'4 1Scale:

" = 1'8 1Scale:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R06

-J a n -2

:2

P

M M

P R

O J E

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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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

P

M M

P R

O J E

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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

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TYPICAL PROPOSED SECTION - 1

Travel lanesTravel lanes Sidewalk

30'-0" 30'-0"

94'-0"

"2 113'-8"2

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

13'-3

Crosswall

Travel lanesSidewalk

30'-0"

94'-0"

"2 113'-2"2

13'-9

(Typ.)

30'-0"

CL Structure

Travel lanes Sidewalk

"2 113'-2 "2

13'-9

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

Face of bridge

Face of bridge

TYPICAL PROPOSED SECTION AT BENCH OVER PIERS AND ABUTMENTS

6"

6"

6"

2.0%2.0%

2.0% 2.0%

2.0% 2.0%

T y p

T y p

T y p deck panel

10" Precast deck panel

10" Precast deck panel

10" Precast

3'-6"

(Typ.)

Reset granite curb

(Typ.)

Reset granite curb

(Typ.)

Reset granite step

(Typ.)

Reset granite curb

21'-4"22'-4"

6" (Typ.)

22'-4"21'-4"

6" (Typ.)

21'-4"

6" (Typ.)

22'-4" 22'-4"

6" (Typ.)

21'-4"

44'-2" 44'-2"

Crosswall

Sidewalk

(Typ.)

Reset granite step

3" Revealed height

(Typ.)

3" Revealed height

(Typ.)

3" Revealed height

(Typ.)

existing elevation (Typ.)

elevation to match

Granite step proposed existing elevation (Typ.)

elevation to match

Granite step proposed existing elevation (Typ.)

elevation to match

Granite step proposed

Reset granite step (Typ.)

Varies

Varies

Varies Varies

Varies

Varies overlay

2" Concrete overlay

2" Concrete overlay

2" Concrete

TYPICAL PROPOSED SECTION AT PIER AND ABUTMENTS

LW LW/BK/CC HC

A C

T U

A L F I L E T

Y P

X S P

R O

P O

S E

D .D

G N sidewalk

CIP concrete

KEY

TYPICAL PROPOSED SECTION AT CONCRETE APPROACH ARCH

" = 1'4

(Typ.)

and granite torus

Reset bridge rail

(Typ.)

and granite torus

Reset bridge rail

(Typ.)

and granite torus

Reset bridge rail pour closure

UHPC

pour closure

UHPC

pour closure

UHPC

UHPC closure pour UHCP closure pour

UHPC closure pourUHPC closure pour

(See Note 2)

(Typ.)

wall connection

Deck to spandrel

(See Note 2)

(Typ.)

wall connection

Deck to spandrel

(See Note 2)

(Typ.)

wall connection

Deck to spandrel for deck to spandrel wall connection details.

See "MISCELLANEOUS DETAILS - 2"2.

in all closure pours.

Use ultra high performance concrete1.

Note:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R07

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

TYPICAL PROPOSED SECTION - 2

Travel lanesTravel lanes Sidewalk

30'-0" 30'-0"

94'-0"

"2 113'-8"2

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

13'-3

Crosswall

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

6"

6" pour

Closure

2.0%2.0%

2.0% 2.0%

T y p

T y p deck panel

10" Precast (Typ.)

Reset granite curb

(Typ.)

Reset granite step

(Typ.)

Reset granite curb

(Typ.)

Reset bridge rail

(Typ.)

Reset bridge rail

44'-2" 44'-2"

Crosswall

Sidewalk

(Typ.)

Reset granite step

3" Revealed height

(Typ.)

3" Revealed height

(Typ.)

existing elevation (Typ.)

elevation to match

Granite step proposed existing elevation (Typ.)

elevation to match

Granite step proposed

Varies

Varies Varies

Varies overlay

2" Concrete overlay

2" Concrete

30'-10" C.I.P bridge deck 30'-10" C.I.P. bridge deck bridge deck

8" CIP

LW LW/BK/CC HC

A C

T U

A L F I L E T

Y P

X S P

R O

P O

S E

D .D

G N

TYPICAL PROPOSED SECTION OF UNDERPASS ARCHES AT OPENING

TYPICAL PROPOSED SECTION AT CENTER OF UNDERPASS ARCHES

concrete

CIP sidewalk

KEY

" = 1'4 pour closure

UHPC

(See Note 2)

(Typ.)

wall connection

Deck to spandrel for deck to spandrel wall connection details.

See "MISCELLANEOUS DETAILS - 2"2.

in all closure pours.

Use ultra high performance concrete1.

Note:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R08

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

2'-0" 2'-0" 2'-0" 2'-0" 1'-9" 1'-9" 1'-9"1'-6"1'-6" 1'-6" 1'-6"1'-6" 1'-6" 1'-9" 2'-0" 2'-0" 2'-0" 2'-0"

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

To ShoreTo Channel

To ShoreTo Channel

2'-0" 2'-0" 2'-0" 2'-0" 1'-9" 1'-9" 1'-9"1'-6"1'-6" 1'-6" 1'-6"1'-6" 1'-6" 1'-9" 2'-0" 2'-0" 2'-0" 2'-0"

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

W a ll

(Typ.)

deck panel

Precast concrete

(Typ.)

deck panel

Precast concrete

8'-0"

(Typ.)

8'-0"

(Typ.)

Varies

VariesVaries span

Bascule

LONGITUDINAL SECTION

TYPICAL PROPOSED ARCH

(Arch 4 shown, Arch 6 similar but opposite hand)

LW LW/BK/CC HC

A C

T U

A L F I L E T

Y P L

O N

G A

R C

H S

E C

T I O

N P

R O

P O

S E

D .D

G N

No Scale

TYPICAL PROPOSED ARCH LONGITUDINAL CENTER SECTION

CENTER SECTION NEAR BASCULE SPAN

TYPICAL PROPOSED ARCH LONGITUDINAL

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R09

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

BRIDGE CONSTRUCTION STAGING - 1

"2 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

6"

1'-6"

LW LW/BK/CC HC

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 pour closure

UHPC

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R10

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

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

STAGE 2

COMPLETED BRIDGE DECK REPLACEMENT

LW LW/BK/CC HC

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

6"

" = 1'4 pour closure

UPHC

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R11

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

Crosswall

CL Structure

CL Structure

(See Note 2) granite curb (Typ.)

Remove and reset

(See Note 2) granite curb (Typ.)

Remove and reset

(See Note 2) granite curb (Typ.)

Remove and reset

(See Note 2) granite rail (Typ.)

Remove and reset

(See Note 2) granite rail (Typ.)

Remove and reset

(See Note 2) granite rail (Typ.)

Remove and reset

6"

"2 11'-6

"2 11'-6

(Typ.)

(Typ.)

(Typ.)

T y p

T y p

T y p

60'-0" 1'-0" 1'-0"

"2 112'-8 "2

112'-8

"2 11'-9

"2 11'-9

60'-0" 1'-0" 1'-0"

"2 112'-2 "2

112'-2

"2 12'-3

"2 12'-3

60'-0" 1'-0" 1'-0"

"2 112'-8 "2

112'-8

"2 11'-9

"2 11'-9 deck removal

Limits of bridge

LIMITS OF BRIDGE DECK REMOVAL

TYPICAL SECTION AT PIERS AND ABUTMENTS

LIMITS OF BRIDGE DECK REMOVAL

TYPICAL SECTION AT BENCH OF PIERS AND ABUTMENTS

LIMITS OF BRIDGE DECK REMOVAL

TYPICAL SECTION AT CONCRETE APPROACH ARCH AND ABUTMENTS

BRIDGE DECK CONCRETE REMOVAL - 1

LW LW/BK/CC HC

A C

T U

A L F I L E C

O N

C R

E T

E D

E C

K R

E M

O V

A L .D

G N

Section 556.

For rail removal and reset details, refer to 3.

and details.

for granite curb and granite step reset notes

See "MISCELLANEOUS DETAILS - 2" sheet 2.

concrete removal for approval.

Submit demolition plans and methods of 1.

Notes:

KEY

" = 1'4

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R12

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

(See Note 2) granite curb (Typ.)

Remove and reset

(See Note 2) granite curb (Typ.)

Remove and reset

60'-0" 1'-0" 1'-0"

(See Note 2) granite rail (Typ.)

Remove and reset

6"

(Typ.)

T y p

"2 112'-8

"2 11'-9

"2 112'-8

"2 11'-9 deck and concrete arch

Opening between bridge

(See Note 2) granite step (Typ.)

granite rail and

Remove and reset

1'-0" 1'-0" "2

112'-8 "2 112'-860'-0"

M a x c h

C o n c r e te c h

C o n c r e te deck removal

Limits of bridge

(See Note 4) using hydrodemolition only

Remove concrete deck concrete arch (Typ.)

steel trusses in

Possible enclosed concrete arch (Typ.)

steel trusses in

Possible enclosed

M a x

BRIDGE DECK CONCRETE REMOVAL - 2

LW LW/BK/CC HC

A C

T U

A L F I L E C

O N

C R

E T

E D

E C

K R

E M

O V

A L .D

G N

LIMIT OF BRIDGE DECK REMOVAL

TYPICAL SECTION OF UNDERPASS ARCHES AT OPENING

LIMIT OF BRIDGE DECK REMOVAL

TYPICAL SECTION AT CENTER OF UNDERPASS ARCHES

truss members in concrete arch.

sidewalk. Do not damage the enclosed with a new 8-in CIP deck and 6-in CIP demolition with care as needed to replace

Remove the concrete deck using hydro-4.

Section 563.

For rail removal and reset details, refer to3.

and details.

for granite curb and granite step reset notes

See "MISCELLANEOUS DETAILS - 2" sheet 2.

concrete removal for approval.

Submit demolition plans and methods of 1.

Notes:

KEY

" = 1'4

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R13

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

-J a n -2

:2

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 P

R O J E

C T

S .d

ABUTMENT 4 - ARCH 9 - PIER 6

LONGITUDINAL CENTER SECTION

ABUTMENT 3 - BASCULE SPAN - ABUTMENT 2

LONGITUDINAL CENTER SECTION

PIER 1 - ARCH 1 - ABUTMENT 1

LONGITUDINAL CENTER SECTION

Abutment 4 - Approach side Abutment 4 - Channel side Pier 6

Arch 9

Bascule Span

Abutment 3 Abutment 2

Abutment 1 - Channel side Abutment 1 - Approach side

East underpass

West underpass

Arch 1

Pier 1

N full-height wall replacement

Bascule span - Abutment 3 full-height wall replacement

Bascule span - Abutment 2 full-height replacement

Wall 59 of Arch 9 top of wall repair

Wall 59 of Arch 1

REPAIRED OR REPLACED

LOCATIONS OF CONCRETE CROSSWALLS

LW LW/BK/CC HC

A C

T U

A L F I L E L

O C

A T I O

N S O

F C

R O

S S

W A

L L S R

E P

A I R

E D .D

G N

No Scale full-height wall replacement

Abutment 4 approach side

West underpass -full-height wall replacement

Abutment 4 channel side

West underpass -full-height wall replacement

Abutment 1 channel side

East underpass full-height wall replacement

Abutment 1 approach side

East underpass top of crosswall repair

Wall 9 of Arch 9 repair top of crosswall

Wall 9 of Arch 1

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

GEORGE WASHINGTON MEMORIAL PARKWAY

R14

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

DATE

George Choubah

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

-J a n -2

:2

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 P

R O J E

C T

S .d bridge

Face of

(Abutment 2 shown, Abutment 3 opposite)

ABUTMENT 2 AND 3

CL Structure bridge

Face of

SECTION A-A

A

A

83'-8"

Limits of removal

3'-0"

(Typ.)

3'-0"Limits of removal 3'-0" Limits of removal

L im it s o f r e m o v a l

(Abutment 2 shown, Abutment 3 opposite) bridge

Face of bridge

Face of

BASCULE WALL REPLACEMENT - 1

to remain (Typ.)

Existing reinforcement to remain (Typ.)

Existing reinforcement

A C

T U

A L F I L E B

A S

C U

L E W

A L L R

E P

L A

C E

M E

N T .D

G N

LW/BK/CC HC

1'-2"

2'-0" platform

Existing

Top of arch

Top of arch

WEST ELEVATION - LIMITS OF CONCRETE REMOVAL

As Shown

Base of wall superstructure

Bascule span

Wearing surface

Existing bridge deck

LW/AF

Base of wall

Limits of removal existing rebar to remain

Limits of removal with

1'-0"

KEY

and design calculations to the CO for approval.

the existing bascule span. Submit detailed drawings accomodate the design of the new span replacing

If needed, change the design of these walls to 4.

arch during the removal of abutment walls.

Do not damage the existing concrete wall and3.

removal for approval according to Section 203.

Submit demolition plans and methods of concrete2.

REPAIRED OR REPLACED" sheet for locations.

See "LOCATIONS OF CONCRETE CROSSWALLS1.

Notes:

" = 1'16 3Scale:

" = 1'16 3Scale:

No Scale

WEST ELEVATION - LIMITS OF CONCRETE REMOVAL WITH EXISTING REBAR TO REMAIN

R15

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

DATE

George Choubah

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

-J a n -2

:2

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 P

R O J E

C T

S .d

(Abutment 2 shown, Abutment 3 opposite)

ABUTMENT 2 AND 3

(Abutment 2 shown, Abutment 3 opposite) bridge

Face of bridge

Face of

Limits of new concrete bridge

Face of

(T y p

(Typ.)

bridge

Face of

A

A

CL Structure

BASCULE WALL REPLACEMENT - 2

A C

T U

A L F I L E B

A S

C U

L E W

A L L R

E P

L A

C E

M E

N T .D

G N

(Typ.) (Typ.)

LW/BK/CC HC

"4 35'-3

Constr. jt.Precast deck panel

Top of arch

(Typ.)

out 3'-0" rebar to extend

Existing horizontal out 5'-0" (Typ.)

rebar to extend

Existing vertical

(Typ.)

Wall opening

Access portal

Construct the wall during Stage 2 Construct the wall during Stage 3

WEST ELEVATION - AFTER CONCRETE REMOVAL

WEST ELEVATION - LIMITS OF NEW CONSTRUCTION

Base of wall

Top of arch

Base of wall

LW/AF

89'-8"

30'-0"14'-10" 30'-0" 14'-10"

3" Top of wall 2.0% slopeTop of wall level Top of wall 2.0% slope Top of wall level

B

B

"4 310'-9"4

310'-9 "4 35'-3

(Typ.)

" = 1'16

9'-11"

B

B

REPLACEMENT - 3, ABUTMENT 2 AND 3" sheet.

For Section A-A and Section B-B, see "BASCULE WALL6.

and design calculations to the CO for approval.

replacing the existing bascule span. Submit detailed drawings

Design these walls to accomodate the design of the new span5.

For rail removal and reset details, refer to Subsection 556.08.4.

drawings for approval.

truck load. Submit detailed design calculations and shop

Design the falsework and shoring to accomodate HS-203.

same time.

Remove the falsework and shoring from both stages at the 2.

falsework and shoring are ready for removal.

until after the Stage 3 construction has been completed and the

Maintain falsework and shoring under the Stage 2 construction1.

Notes:

R16

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

DATE

George Choubah

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

ARLINGTON MEMORIAL BRIDGE

-J a n -2

:2

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 P

R O J E

C T

S .d

ABUTMENT 2 AND 3

A C

T U

A L F I L E B

A S

C U

L E W

A L L R

E P

L A

C E

M E

N T .D

G N

BASCULE WALL REPLACEMENT - 3

LW LW/BK/CC HC

beam superstructure

Bascule span

Precast deck panel

2" Concrete overlay

Top of arch

Existing rebar to remain

SECTION B-B

of existing wall

Match back face of existing wall

Match back face

SECTION A-A

Existing rebar to remain

Top of arch

" = 1'8

Precast deck panel beam superstructure

Bascule span

CIP sidewalk

AND 3" sheet for location of Section A-A and Section B-B.

See "BASCULE WALL REPLACEMENT - 2, ABUTMENT 24.

spans, including steps and/or platforms.

Design these walls to provide access to the approach3.

to the CO for approval.

Submit detailed drawings and design calculations the new span replacing the existing bascule span.

Design these walls to accomodate the design of 2.

the system to the CO for approval.

can be monitored for at least 75 years. Submit

Provide active cathodic protection system that1.

Notes:

R17

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

DATE

George Choubah

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

-J a n -2

:2

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 P

R O J E

C T

S .d

Face of

SECTION A-A

A

A

83'-8"

Limits of removal

3'-0"

(Typ.)

3'-0"Limits of removal 3'-0" Limits of removal

L im it s o f r e m o v a l bridge

Face of bridge

Face of

ARCH 9

A C

T U

A L F I L E A

R C

H W

A L L

R

E P

L A

C E

M E

N T .D

G N

WALL 59 REPLACEMENT - 1

AF LW/BK/CC HC

arch during the removal of abutment walls.

Do not damage the existing concrete wall and3.

removal for approval according to Section 203.

Submit demolition plans and methods of concrete2.

REPAIRED OR REPLACED" sheet for locations.

See "LOCATIONS OF CONCRETE CROSSWALLS1.

Notes:

WEST ELEVATION - LIMITS OF CONCRETE REMOVAL

As Shown

"2 11'-5

1'-1"

2'-0"

Top of arch

Top of arch

Base of wall

Base of wall

Existing bridge deck

Limits of removal existing rebar to remain

Limits of removal with

KEY

" = 1'16 3Scale:

" = 1'16 3Scale:

No Scale

WEST ELEVATION - LIMITS OF CONCRETE REMOVAL WITH EXISTING REBAR TO REMAIN

R18

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

DATE

George Choubah

U.S. DEPARTMENT OF TRANSPORTATION

ARLINGTON MEMORIAL BRIDGE

BRIDGE PLAN SHEET

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

-J a n -2

:2

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 P

R O J E

C T

S .d

Face of

A

A

89'-8" bridge

Face of bridge

Face of

Limits of new concrete

(T y p

(Typ.)

"2 17'-1

(Typ.)

A C

T U

A L F I L E A

R C

H W

A L L

R

E P

L A

C E

M E

N T .D

G N

ARCH 9

WALL 59 REPLACEMENT - 2

"2 17'-0 "2

17'-1

(Typ.)(Typ.)

AF LW/BK/CC HC

2'-0"

9 1

1'-1"

2" Concrete overlay

Precast deck panel

Top of arch

Base of wall

(Typ.)

out 5'-0" rebar to extend

Existing vertical

(Typ.)

out 3'-0" rebar to extend

Existing horizontal

WEST ELEVATION - AFTER CONCRETE REMOVAL

WEST ELEVATION - LIMITS OF NEW CONSTRUCTION

(Typ.)

Wall opening

9'-5"

Pier 6

Access portal

3"

Constr. jt.Precast deck panel

Construct the wall during Stage 1 Construct the wall during Stage 2

Top of arch

Base of wall

As Shown

Base of wall Top of arch

14'-10" 30'-0" 30'-0" 14'-10"

For rail removal and reset details, refer to Subsection 556.08.4.

drawings for approval.

truck load. Submit detailed design calculations and shop

Design the falsework and shoring to accomodate the HS-203.

same time.

Remove the falsework and shoring from both stages at the 2.

falsework and shoring are ready for removal.

until after the Stage 3 construction has been completed and the

Maintain falsework and shoring under the Stage 2 construction1.

Notes:

SECTION A-A

Top of wall level Top of wall 2.0% slope Top of wall 2.0% slope Top of wall level

9'-5"

" = 1'16 3Scale:

" = 1'16 3Scale:

No Scale(Typ.)

Utility conduit opening

R19

-J a n -2

:2

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 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

175 November 2016 BRP-1160

Structure Number 3300-016P

CONCRETE APPROACH SPAN REHABILITATION

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

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

DC 000

000000

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

PROJECT TEAM LEA