Plans - NP-NAMA 12(3).pdf

R01

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

X '' = 1'-0''

GENERAL NOTES AND INDEX

A C

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A L F I L E R N

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A

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GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017.

SPECIFICATIONS:

Dead Load:

Concrete: 150 psf

DESIGN LOADS:

HS-20

Live Loads:

Section 203.

reinforcement. Clean remaining exposed reinforcement in accordance with using mechanical splices or lap splice 30 bar diameters with remaining

Replace deteriorated reinforcement as directed by CO with new reinforcement

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

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

Reinforcing Steel:

SCOPE OF WORK:

on Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges

Construction:

Verify all dimensions and locations in field prior to ordering materials.

Miscellaneous:

Repair seawall according to Subsection 620.01(c) Class B masonry.

Stone Masonry:

joint, and stacked stone wingwall vertical joints.

Subsection 712.01(h) for bridge deck expansion joints, bridge deck median

Furnish pre-compressed foam-supported silicone joint seals conforming to

Joint Seals:

10. Overlay of approach slabs with asphalt concrete pavement.

9. Overlay of concrete deck with Polyester Polymer Concrete (PPC).

8. Asphalt pavement micro milling of bridge deck and approach slabs.

7. Repointing of stone masonry.

6. Seawall repair requiring cofferdam.

5. Cleaning and resealing of vertical wall joints.

4. Removal and replacement of bridge deck expansion joints.

3. Cleaning and painting of bridge rail.

2. Cleaning and painting of structural steel.

1. Superstructure and substructure concrete repair.

INDEX OF BRIDGE PLAN SHEETS

Joint Repair Details - 2

Joint Repair Details - 1

Concrete Repair Details - 2

Concrete Repair Details - 1

Seawall Repair - 2

Seawall Repair - 1

Framing Plan

Typical Section

Concrete Repair - Pier 2 Plan and Elevation - 2

Concrete Repair - Pier 2 Plan and Elevation - 1

Concrete Repair - Pier 1 Plan and Elevation - 2

Concrete Repair - Pier 1 Plan and Elevation - 1

Concrete Repair - Abutment 2 Plan and Elevation

Concrete Repair - Abutment 1 Plan and Elevation

East and West Fascia Elevation

Plan View

General Notes and Index

SHEET NO. SHEET TITLE

NOTES FOR GAS LINE:

Address: 6801 Industrial Road, Springfield, VA Phone: 703-750-4745 Point of Contact: Joseph Atmore (JAtmore@washgas.com)

Washington Gas velocity or 40 mm/sec of transient peak velocity.

above the gas mains at ground level do not exceed 25 mm/sec of continuous peak particle Utilization of vibration sensors is required to ensure vibration limits near the abutment walls gas main adjacent to the abutment walls.

Vibrations generated from the proposed construction activity might impact the buried

3. Vibration Note concrete repair activity that is within 10 feet away from the suspended gas main.

Suspended gas main shall be covered with an insulated concrete blanket for any

2. Concrete Repair Note

Ensure pipe support spans do not exceed 20 feet.

Additional pipe supports are required to be installed prior to removal.

painting procedures and repair structures.

pipe supports require to be temporarily removed in order to conduct the proposed structural steel blasting, Contact Washington Gas if any using lifting system (including jacking operations) and/or

1. Protect Note

Additional safety precautions are required to protect the existing gas main.

structural steel, and existing paint color on bridge rail.

on bridge rail. Furnish top coating to match existing paint color on

Provide a 3 coat Type 1 or Type 2 paint system on structural steel, and

White Metal (SSPC-SP 5). Prepare bridge rail with hand tools.

cross-bracing, and utility ducts according to Section 563, Prepare structural steel surfaces, including beams, diaphragms, Paint:

Concrete:

24 hours for deck expansion joint headers.

Furnish Flexible, High Impact Elastomeric concrete with f'c = 1500 psi at contractor to ensure compatibility and schedule of PPC work.

top of deck repair. Coordinate HES deck repair material with PPC supplier and

Furnish Class High Early Strength (HES) concrete f'c = 3000 psi at 48 hours for

4 hours.

Furnish Polyester Polymer Concrete (PPC) for overlays, f'c = 3000 psi at on plans.

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

Furnish Class A(AE) concrete, f'c = 4000 psi at 28 days for seawall cap.

Class A(AE) concrete, f'c = 4000 psi at 28 days for substructure repair.

Furnish Class High Early Strength (HES) concrete f'c = 3000 psi at 48 hours or

MATERIALS:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

R02

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

PLAN VIEW

1- J a n -2

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T id a l

B a s in

35+00

55+00 56+00

36+00

126'-0"

42'-0" 42'-0" 42'-0"

S id e w a lk

S o u th b o u n d l a n e s

O u t to o u t

M e d ia n

N o r th b o u n d l a n e s

P a r a p e t

P a r a p e t

C u r b expansion joint

Remove and replace

Southbound Lanes

C East Basin Drive

Northbound Lanes

C East Basin Drive

L

L

B e g in m ic r o m il l

B e g in a p p r o a c h s la b

S ta

.6

B e g in m ic r o m il l

B e g in a p p r o a c h s la b

S ta

.9

E n d m ic r o m il l

E n d a p p r o a c h s la b

S ta

.8

E n d m ic r o m il l

E n d a p p r o a c h s la b

S ta

.0

C P ie r

L C P ie r

L

LC

A b u tm e n t

LC

A b u tm e n t expansion joint

Remove and replace

S e a w a ll R e p a ir

3/4" expansion joint

Clean and reseal

Scale: 18" = 1'-0"

PLAN

As shown expansion joint

Remove and replace expansion joint

Remove and replace

A C

T U

A L F I L E R N

A M

A

P

L A

N .D

G N

Span 1 Span 2 Span 3

See Joint Repair Details-2 sheet all four corners of bridge (Typ.)

Stone parapet joint

Stone parapet joint joint parapet

Stone joint parapet

Stone

Place PPC overlay on bridge deck (Typ.)

Place PPC overlay on bridge deck (Typ.)

Place 2"

Asphalt overlay on approach slabs (Typ.)

See Note 3.

Place 2"

Asphalt overlay on approach slabs (Typ.)

See Note 3.

76E-28(HP) on approach slabs.

-inch NMSA, 3 to <30 million ESAL, PG 8

33. Use 2" GACP, construction submittal requirements.

equipment into the waterway. See Subsection 104.03(b) for

2. Set up cranes in the southbound west lane to lower barges and restrictions.

1. See Subsections 156.07(k) and 156.07(l) for lane closure

Approach slab (Typ.)

20'-0"

Approach slab (Typ.)

20'-0"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

P T

.4

P C

.0

P C

.2

P C

.1

P T

.5

Curve = ALIGNB-2

PI 54+65.95

R = 740.00'

T = 46.73'

L = 93.33'

D

Curve = ALIGNA-5

PI 34+54.35

D

R = 700.00'

T = 68.49'

L = 136.55'

Curve = ALIGNA-6

PI 37+85.74

D

R = 310.00'

T = 200.67'

L = 356.18'

Curve = ALIGNB-3

PI 57+29.64

D

R = 390.00'

T = 151.52'

L = 289.04'

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Notes:

X '' = 1'-0''

A C

T U

A L F I L E R N

A M

A

E

A S

T A

N D W

E S

T F

A S

C I A E

L E

V A

T I O

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EAST AND WEST FASCIA ELEVATION

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M Fix Fix FixExp. Exp.Exp.

ELEVATION

(Looking East)

A

Scale: 1" = 10'

Scale: 1" = 10'

VIEW A-A

38'-0" 38'-0" 38'-0"

A

48'-0"

C A b u t.

L

55'-0" 3 Spans @ 42'-0" = 126'-0"

L L

C A b u t.

LC

P ie r

C P ie r

Fix Fix FixExp. Exp.Exp.

ELEVATION

(Looking West)

B

Scale: 1" = 10'

Scale: 1" = 10'

VIEW B-B

38'-0" 38'-0" 38'-0"

B

26'-6"

C A b u t.

L

26'-6" 3 Spans @ 42'-0" = 126'-0"

L L

C A b u t.

LC

P ie r

C P ie r

MHW Elev. +1.58

MLW Elev. -1.21

MHW Elev. +1.58

MLW Elev. -1.21

Top of concrete apron concrete repair (Typ.)

Bottom of fascia concrete repair (Typ.)

Bottom of fascia

(Typ.)

3x12 Timber rail

(Typ.)

Concrete post on piles

Tremie concrete on piles

Tremie concrete

6'-0" Pier footing (Typ.)

joint

Clean and reseal joint

Clean and reseal joint

Clean and reseal joint

Clean and reseal information.

See "Joint Repair Details-2" sheet for additional1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-15

-10

-5

-15

-10

-5

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

2.5' x 1'

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ELEVATION

(Looking South)

PLAN

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R A

B U

T M

E N

T P

L A

N A

N D E

L E

V A

T I O

N .D

G N

3'-4" 4 Spacings at 5'-0"=20'-0"3'-6"

No scale

2'-7"

MHW Elev. +1.58

MLW Elev. -1.21

Elev. 4.3 +/-

1'-6"2'-0""4 15'-1 7'-0"4 Spacings at 5'-0"=20'-0"

2'-2"

2'-2"

"4 14'-3 "2

132'-7 "4 14'-3

3' x 3'3' x 3'

2.5' x 1'

4' x 1.5' 1' x 2'

ABUTMENT 1 PLAN AND ELEVATION

CONCRETE REPAIR -

2.5' x 1'

Footing

3/4" Joint

Bearing seat of column

Front face of abutment wall

Abutment column

Top of abutment breast wall

Bottom of abutment column

" Joint4 3 " Joint4

2' x 3'

See Notes and jacking structural support

Repair may require

"4 123'-10

N

7. Verify dimensions in the field and adjust as required.

6. See "Concrete Repair Details" sheets for additional information.

maintain structural integrity.

Remove substructure column concrete one column at a time to 5.

inch. 8 1jacking. Maximum jacking height is surface to determine the need for structural support and column concrete removal exceeds 4 inch depth from any

Stop work and notify the CO immediately when substructure 4.

require jacking (typical for all substructure units).

-inch thick elastomeric bearing pad under all beams that 2 1by

3. Remove and replace the existing 10-inch wide by 7-inch long immediately after lifting the girders.

hydraulic jack and place supports below the girders without exceeding the maximum lifting displacement. Lock the safety factor of 2.0. Lift all girders at the same time and according to Section 104. Use hydraulic jacks with a minimum

2. Design the lifting system and submit to the CO for approval inch8 1Maximum lifting limit displacement: ∆ =

LL = 48 kips

1. Unfactored loads per girder: DL = 25 kips

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-10

-5

-15

R05

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

'8

2' x 1' 3' x 3'

3' x 3'

1- J a n -2

1:

P

M

PLAN

ELEVATION

(Looking North)

ABUTMENT 2 PLAN AND ELEVATION

CONCRETE REPAIR -

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R A

B U

T M

E N

T P

L A

N A

N D E

L E

V A

T I O

N .D

G N

1.5' x 2'

MHW Elev. +1.58

MLW Elev. -1.21

Elev. 4.3 +/-

Top of abutment breast wall

Bottom of abutment column

Bearing seat of column

Abutment column

Front face of abutment wall

" Joint4 3" Joint4

" Joint4

1'-6"

5'-11 2"

2'-7" 3'-4"

1'-11"

2'-2" "2 12'-4 "8

32'-4

2'-0"

1'-6"

2'-0"4 Spacings at 5'-0"=20'4 Spacings at 5'-0"= 20'7'-0"

3' x 3'

3' x 3'

1' x 1.5' 2' x 5'

2' x 2

2' x 4' 1' x 2'

N

'4 14-3 '8

723 '4 14-3

3. See "Concrete Repair Details" sheets for additional information.

maintain structural integrity.

Remove substructure column concrete one column at a time to 2.

inch.8 1Maximum jacking height is to determine the need for structural support and jacking.

column concrete repair exceeds 4 inch depth from any surface

Stop work and notify the CO immediately when substructure 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-10

-5

R06

M

P R

O J E

C T

S n a m a (3

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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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

'8

1' x 1'-6"

1' x 6'

1- J a n -2

1:

P

M

PLAN

ELEVATION

(Looking North)

PIER 1 PLAN AND ELEVATION - 1

CONCRETE REPAIR -

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R P I E

R P

L A

N E

L E

V A

T I O

N .D

G N

1' x 1'

C L o f b e a r in g

MHW Elev. +1.58

MLW Elev. -1.21

4 Spaces @ 5'-0" = 20'-0" 4 Spaces @ 5'-0" = 20'-0' "4

2'-1 1'-6"

2'-0" 7'-0" "8 36'-10

'-1"2 2'-1"

3/4" Joint

1'-6"

2'-0"

2'-10"

2'-3"

1'-6" x 6'

See Note 1.

and jacking.

structural support

Repair may require

1'-6" x 1'-6"

N

3. See "Concrete Repair Details" sheets for additional information.

structural integrity.

Remove pier column concrete one column at a time to maintain 2.

inch.8 1Maximum jacking height is determine the need for structural support and jacking.

concrete repair exceeds 4 inch depth from any surface to

Stop work and notify the CO immediately when pier column 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-10

-5

R07

M

P R

O J E

C T

S n a m a (3

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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S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

1.5' x 1'

1.5' x 2'

1- J a n -2

1:

P

M

PLAN

ELEVATION

(Looking South)

PIER 1 PLAN AND ELEVATION - 2

CONCRETE REPAIR -

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R P I E

R P

L A

N A

N D E

L E

V A

T I O

N .D

G N

1' x 6'

1' x 1'

C L o f b e a r in g

Footing

MHW Elev. +1.58

MLW Elev. -1.21

2'-0"4 Spaces @ 5'-0" = 20'-0"4 Spaces @ 5'-0" = 20'-0'"4

2'-1 "8 36'-10

1'-6"

2'-0"

'-1"22'-1"

3/4" Joint

7'-0"

1'-6" "4

2'-0

1' x 1'

11"

See Note 1.

and jacking.

structural support

Repair may require

N

3. See "Concrete Repair Details" sheets for additional information.

structural integrity.

Remove pier column concrete one column at a time to maintain 2.

inch.8 1Maximum jacking height is determine the need for structural support and jacking.

concrete repair exceeds 4 inch depth from any surface to

Stop work and notify the CO immediately when pier column 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-10

-5

R08

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

1' x 1'

1' x 6'

1' x 1'-6"

1- J a n -2

1:

P

M

PIER 2 PLAN AND ELEVATION - 1

CONCRETE REPAIR -

PLAN

ELEVATION

(Looking North)

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R P I E

R P

L A

N A

N D E

L E

V A

T I O

N .D

G N

2'-6" x 1'

C L

MHW Elev. +1.58

MLW Elev. -1.21

4 Spaces @ 5'-0" = 20'-0" 4 Spaces @ 5'-0" = 20'-0' "4

2'-1 1'-6"

2'-0" 7'-0" "8 36'-10

1'-6"

2'-0" o f b e a r in g

'-1"2 2'-1"

3/4" Joint

C L

1'

1'-6" x 6' 1'-6" x 6' 1'-6" x 6'

1'-6" x 6"

"4

2'-0

See Note 1.

and jacking.

structural support

Repair may require

N

3. See "Concrete Repair Details" sheets for additional information.

structural integrity.

Remove pier column concrete one column at a time to maintain 2.

inch.8 1Maximum jacking height is determine the need for structural support and jacking.

concrete repair exceeds 4 inch depth from any surface to

Stop work and notify the CO immediately when pier column 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-10

-5

R09

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

1' x 6'

1' x 1'

1' x 1'-6"1' x 1'-6"

1- J a n -2

1:

P

M

PLAN

ELEVATION

(Looking South)

PIER 2 PLAN AND ELEVATION - 2

CONCRETE REPAIR -

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R P I E

R P

L A

N A

N D E

L E

V A

T I O

N .D

G N

2.5' x 1'

C L b e a r in g 3

MHW Elev. +1.58

MLW Elev. -1.21

2'-0"4 Spaces @ 5'-0" = 20'-0"4 Spaces @ 5'-0" = 20'-0'"4

2'-1 "8 36'-10

1'-6"

2'-0" 7'-0"

1'-6" "4

2'-0

'-1"22'-1"

3/4" Joint

1'-6" x 6' 1'-6" x 6' 1'-6" x 6'

See Note 1.

and jacking.

structural support

Repair may require

N 3. See "Concrete Repair Details" sheets for additional information.

structural integrity.

Remove pier column concrete one column at a time to maintain 2.

inch.8 1Maximum jacking height is determine the need for structural support and jacking.

concrete repair exceeds 4 inch depth from any surface to

Stop work and notify the CO immediately when pier column 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

REHABILITATION OF OUTLET BRIDGE

January 2021

-10

-5

R10

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

3/8'' = 1'-0''

A C

T U

A L F I L E R N

A M

A

T

Y P I C

A L S

E C

T I O

N .D

G N

TYPICAL SECTION

1- J a n -2

1:

P

M

W 27X145

4 spaces @ 5'- 0" = 20'-0"1'-6" 7'-0"

W 27X145

32'-

" 8 52'-7

Facia truss

8" Water line8" Water line conduits

Existing PEPCO

1'-6" conduit

Existing power

6" Gas Line

Varies

2'-0" to

Varies

2'-0" to

"8 52'-7 "4

33'-3"8 7" to 14'-04

3Varies 12'-0

"4

" Cover2

" Conc. Deck2

Diaphragm

W10x33

Beam

W27x91

"8 77'-0

C12x25

Diaphragm Beam (Typ.)

W 27x145

20'-0" - 2 Southbound Lanes 20'-0" - 2 Northbound Lanes

3% 2%

TYPICAL SECTION

(See Note 3.)

replace with PPC overlay surface and membrane, Remove asphalt wearing

Cores No. 1-3 (see Deck Corings) Asphalt Cores 4-6 (see Deck Corings)

2'-6" +/-

2'-6" +/-

Parapet

1'-6" bridge rail

Clean and paint

Parapet

1'-6" bridge deck all steel below Clean and paint

Utility Ducts

(all steel above stone parapet) (Typ.)

Clean and paint bridge rail

Lighting conduit

Existing 3"

8" Sewer line

Conduit

Lighting

Existing 3"

2'-0" 4 spaces @ 5'-0" = 20'-0" conduits

Existing Verizon

"8 761'-and place PPC overlay to same height as existing overlay.

6. Contractor to field measure existing curb reveal in all spans, to all existing utilities.

Contractor will be responsible for any damage that may occur

Take caution when working around or near these utilities.

5. Avoid any potential conflict/damage or impact to all utilities.

2 inches. See Deck Corings for actual thicknesses from corings.

4. As-built drawings show an asphalt wearing surface thickness of

Traffic" sheets.

Southbound deck work and vice versa. See "Maintenance of

Traffic to be open on Northbound lanes during closure for wearing surface replacement to be completed in two stages.

Wearing surface removal, top of deck concrete repair, and 3.

2. Clean and paint bridge rail with with hand tools.

Blast clean and paint all all exposed steel below bridge deck.1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R11

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

1/8'' = 1'-0''

A C

T U

A L F I L E R N

A M

A

F

R A

M I N

G P

L A

N .D

G N

1- J a n -2

1:

P

M s p a c in g s p a c in g

W

X

W

X

CL

FRAMING PLAN

N

PLAN

PierCL W10x33

Diaphragm

CL

Diaphragm

CL W10x33 Diaphragm

CL Midspan

9" 9"

V a r ie s " t to

V a r ie s "

V a r ie s to to

CL BearingCL Bearing

9"

CL Bearing

9"

CL Bearing

9"

CL Bearing

9"

CL Bearing this line

Symmetric about CL Pier CL Diaphragm

CL W10x33

Diaphragm

42'-0" 42'-0"42'-0"

126'-0"

East Truss

West Truss

Face of backwall Face of backwall

C 10x25 C 10x25

Blast clean and paint all exposed steel below bridge deck.1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R12

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

A C

T U

A L F I L E R N

A M

A

S

E A

W A

L L R

E P

A I R .D

G N

/- S e a w a ll R e p a ir

PLAN

Scale: 14" = 1'-0"

LC

A b u tm e n t

Southwest wingwall

/- L im its o f C o ffe rd a m

8'

SEAWALL REPAIR - 1

extents of seawall repair in the presence of the CO.

Extents of seawall repair are estimated. Field verify exact 1.

N

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R13

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

A C

T U

A L F I L E R N

A M

A

S

E A

W A

L L R

E P

A I R .D

G N

Scale: 12" = 1'-0"

SECTION A-A

A

A

Approximate limits of seawall repair

Remove stacked stone wall - repair riprap base as required

Rebuild stacked stone wall

Cast-in-place new concrete cap

Wall void area

8'

Cofferdam

SEAWALL REPAIR - 2

Saw cut cap at both ends of repair and remove cast-in-place concrete cap

T o p s o il Detail A

Detail B

DETAIL A

DETAIL B

Detail B spacing

@ 12"

#5 stirrup

(Typ.)

2" Cover

Scale: 2" = 1'-0"

20" +/-

V a r ie s

Scale: 2" = 1'-0"

E x is ti n g C a p

N e w C a p

3-#5 rebar epoxy anchor

Drill and

6"

E x is ti n g C a p

N e w C a p

3-#5 rebar epoxy anchor

Drill and

6" full length of repair

@ even spacing

3 - #5 rebar

R ip r a p b a s e

Scale: 12" = 1'-0"

ELEVATION

stacked stone to the CO for approval.

5. Submit samples of seawall cap repair concrete and seawall texture of existing concrete.

seawall cap. Match seawall cap repair concrete to color and

4. Furnish Class A(AE) concrete, f'c = 4000 psi at 28 days for dimensions as existing wall.

3. Provide new stones of a similar type, appearance, and

Provide new stones that are in-kind to existing stone.

2. Reuse existing stone in proposed wall to the extent possible.

and granular backfill behind the stacked stone walls.

The work also includes excavation and placement of geotextile resetting or replacing riprap, and constructing concrete caps.

caps, removing and resetting mortared stacked stone walls, The seawall repair includes sawcutting and removing concrete 1.

(#57 stone)

Structural backfill

24"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R14

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

X '' = 1'-0''

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R D

E T

A I L S .D

G N

VERTICAL CONCRETE REPAIR

OVERHEAD CONCRETE REPAIR

concrete Face of existing depth of rebar allows.

Under cut all sides where

Depth of concrete repair

'' Saw cut2 concrete Face of existing

'' Saw cut2

Depth of concrete repair top cut

'' Under cut all sides except2

Existing reinforcement

Existing reinforcement depth of rebar allows.

Under cut all sides where

Depth of concrete repair

'' Saw cut2 concrete Face of existing

Existing reinforcement

HORIZONTAL CONCRETE REPAIR

1- J a n -2

1:

P

M

CONCRETE REPAIR DETAILS - 1

(f'c = 4000 psi min.)

HES concrete

(f'c = 4000 psi min.)

HES concrete

(f'c = 4000 psi min.)

HES concrete

3.

2.

1.

See Subsection 552.19 for concrete repair procedures.

for additional information.

is closed to traffic. See "TEMPORARY TRAFFIC CONTROL PLAN"

Perform underside of deck concrete repair when lane above determined in the field by the CO.

Depth of concrete rebars may vary. Removal areas will be

Location of concrete repair and cracking are approximate.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R15

1- J a n -2

1:

P

M M

P R

O J E

C T

S n a m a (3

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

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

Notes:Existing reinforcing bars

'' Under cut all sides2

2'' Min. clr. '' Saw cut4 concrete

Face of existing

Depth of concrete repair

Depth of concrete repair concrete

Face of existing

'' Saw cut4 top cut

'' Under cut all sides except2 reinforcing bar

" Min. clr. above4 reinforcing bar

" Min. clr. below4

Existing reinforcing bars

OVERHEAD DEEP CONCRETE REPAIR

VERTICAL DEEP CONCRETE REPAIR

reinforcing bar

" Min. clr. to4

'' Under cut all sides2 concrete

Face of existing

Existing reinforcing bars

Depth of concrete repair

HORIZONTAL DEEP CONCRETE REPAIR

No scale 15 concrete

Face of existing material

Concrete repair

Existing concrete

Zinc anode

Existing reinforcing bars

ZINC ANODE INSTALLATION DETAIL

Zinc anode

Zinc anode

Zinc anode

Class HES concrete

Class HES concrete

Class HES concrete when applicable)

(See note 2 for mortar pocket

Low-resistivity matches the existing concrete in texture, color and appearance.

Provide a surface finish to all concrete repair areas that 7.

Match existing reinforcing steel diameter and coating.

Replace reinforcing steel with section loss of 25% or more.6.

to Section 203.

abrasive blasting, or water jetting as required according

Clean existing steel and concrete by wire brush,5.

to existing steel reinforcement.

existing reinforcement, without incurring any damage concrete or to a depth of at least 1-inch clear of

Remove loose and deteriorated concrete to sound4.

perimeter around the designated repair area.

inch deep along a square or rectangular 4 3Saw cut 3.

inches beyond the anode on all sides.

which extends to the sound substrate concrete and 3 in a low resistivity (less than 15,000 ohm-cm) mortar bed permeability less than 2,000 coulombs, encase the anode

If a concrete repair material is used which has chloride according to Subsection 552.19, as approved by the CO.

Install Anodes for corrosion protection on repair areas2.

Removal areas will be determined in the field by the CO.

approximate. Depth of concrete rebars may vary.

Locations of concrete repair areas and cracking are1.

CONCRETE REPAIR DETAILS - 2

A C

T U

A L F I L E R N

A M

A

C

O N

C R

E T

E R

E P

A I R D

E T

A I L S .D

G

N NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R16

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

X '' = 1'-0''

A C

T U

A L F I L E R N

A M

A

J

O I N

T R

E P

A I R D

E T

A I L S .D

G N

1- J a n -2

1:

P

M

PLAN

Scale: 12" = 1'-0"

Scale: 12" = 1'-0"

TYPICAL

A

A

B

B

C L J o in t

Notes:

(Structure 5570-138P, 5570-476P)

EXISTING JOINT SECTION A-A

(Structure 5570-138P, 5570-476P)

HALF SECTION THRU CURB

FOR INFORMATION ONLY

AS-BUILT

Existing concrete Epoxy adhesive foam

Impregnated

CLJoint beads and silicone band.

Field-applied silicone corner

#5 Epoxy coated reinforcement

Existing anchor bolt.

Saw cutSaw cut

Factory-applied silicone coating

"8 14opening

Joint " 8

SECTION B-B

(PRE-COMPRESSED FOAM-SUPPORTED SILICONE JOINT SEAL)

SECTION A-A

Scale: 4" = 1'-0" and median (Typ.)

concrete on sidewalk

Wearing surface on deck

40 50 60 70 80

JOINT SETTING TABLE

Location

Abut. 1

Pier 1

Pier 2 opening

Joint

1''

1''

1''

1''

''D''

''D''

''D''

''D''Abut. 2

1''

1''

1''

1''

1''

1''

1''

1''

1''

1''

''16 11 ''8

11''16 15''8

''16 11''16

TEMPERATURE AT INSTALLATION (DEG. F)

joint seal

Pre-compressed joint seal

Pre-compressed joint seal

Pre-compressed

JOINT REPAIR DETAILS - 1

joint header (Typ.)

elastomeric concrete

Flexible, high-impact monolithic placement.

9. Cast each elastomeric concrete joint header in a single systems to the CO for approval before ordering.

8. Submit drawings and supporting documents for all joint to the manufacturer's recommendations.

7. Install new concrete blockout and expansion joint according to AASHTO M 31, Grade 60 deformed.

6. Furnish and place epoxy coated reinforcing steel conforming compressed air.

5. Clean joint opening of debris and remove laitance with oil-free anchor bolts or curb anchor block.

between curb anchor blocks. Do not remove cast-in-place

4. Remove steel angles and membrane including membrane based upon joint opening size and expected movement.

3. Design and provide pre-compressed seal joint dimension

2. Verify dimensions before fabrication of expansion joint.

1. See "PLAN" sheet for joint work location.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS

R17

M

P R

O J E

C T

S n a m a (3

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

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

X '' = 1'-0''

A C

T U

A L F I L E R N

A M

A

J

O I N

T R

E P

A I R D

E T

A I L S .D

G N

1- J a n -2

1:

P

M

Not to Scale

Not to Scale

WINGWALL ELEVATION

SECTION THRU MEDIAN

with pre-compressed joint seal

" vertical joint4 3Clean and reseal A

A with pre-compressed joint seal

" horizontal joint4 3Clean and reseal

B

B

SECTION A-A

Scale: 11 2" = 1'-0"

SECTION B-B

corner bead

Field-applied silicone silicone coating

Factory-applied corner bead

Field-applied silicone silicone coating

Factory-applied foam

Impregnated foam

Impregnated

PRE-COMPRESSED FOAM-SUPPORTED SILICONE JOINT SEAL

Notes:

systems to the CO for approval before ordering.

5. Submit drawings and supporting documents for all joint compressed air.

4. Clean joint opening of debris and remove laitance with oil-free upon joint opening size and expected movement.

3. Design and provide pre-compresed seal joint dimension based

2. Verify dimensions before fabrication of expansion joint.

sheets for joint work location.

1. See "PLAN" sheet and "EAST AND WEST FASCIA ELEVATION"

JOINT REPAIR DETAILS - 2

opening

Joint

STONE PARAPET ELEVATION

1" = 1'-0"

SECTION C-C

SILICONE JOINT SEAL

PRE-COMPRESSED FOAM-SUPPORTED

Scale: 4" = 1'-0"

CC

foam

Impregnated corner bead

Field-applied silicone silicone coating

Factory-applied

See Joint Opening Table pre-compressed joint seal roadway face of wall joint with

Clean and reseal top of wall and

Top of parapet height or curb

Sidewalk

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

171525 DC NP-NAMA 12(3)212009

204832

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE

DRAWN BY

Chang Soo ParkRE/HS CSP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128417

Structure Number 3400-031P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EAST BASIN DRIVE OVER WASHINGTON CHANNEL

NATIONAL MALL AND MEMORIAL PARKS