Plans_PRA-NATR_2B6.pdf

Structure Number

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A M

M

P R

O J E

C T

S n a tr b 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

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

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S n a tr b B r id g e M ic r o s ta ti o n B r id g e

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

R01

A C

T U

A L F I L E R

N A

T R

B

G N .D

G N

GENERAL NOTES:

SPECIFICATIONS:

Construction:

MATERIALS:

Reinforcing Steel:

Design:

AASHTO LRFD Bridge Design Specifications, Sixth Edition, 2012, 2013 Interim Revision.

(U.S. Customery Units).

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03.

SCOPE OF WORK:

Utilities:

Concrete:

Design Stresses:

All Concrete:

f’c = 5,000 psi at 28 days

Reinforcing steel:

f’c = 60,000 psi.

DESIGN LOADING:

Live Loads:

Miscellaneous:

Contact National Park Service, Natchez Trace Parkway.

H 20 Truck

DRAWING TITLE

INDEX OF DRAWINGS

Verify locations of utilities in field prior to any work.

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

Jacking Operations:

DRAWING NO.

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

GENERAL NOTES AND INDEX

C StructureL

KEY

No scale

Wingwall A Wingwall C

Wingwall B Wingwall D

Abutment 2

Abutment 1

6.

5.

4.

3.

2.

1.

placing bridge back into service.

boat traffic under during jacking operations. Secure spans before

Do not allow roadway or pedestrian traffic on top of the structure or

" unless otherwise dimensioned. 4 3Chamfer exposed corners of strip seal joint assembly.

Furnish Fast Setting concrete for column repair and for the intallation aggregate for pier concrete repairs.

Furnish Class A (AE) concrete with AASHTO M 43 #67 or #7

Clean and seal all pier caps and abutments.

Extend drainage system on both ends of all finger joints.

Replace all plate joints with strip seal joints with steel plate cover.

Repair deteriorated column concrete at Pier 34.

Repair pier cap concrete under west bearing at Piers 18 & 21.

jacking operations.

Install temporary support at Piers 18 & 21 for superstructure

Abutment Sealing Details

Pier Cap Sealing Details - 2

Pier Cap Sealing Details - 1

Finger Joint Drainage System Extension

Plate Expansion Joint Replacement Details - 2

Plate Expansion Joint Replacement Details - 1

Concrete Repair - Pier 34

Concrete Repair - Pier 21

Concrete Repair - Pier 18

Plan and Elevation

General Notes and Index

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

109198

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Dan WestonJJO JJO PCB

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

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C T

S n a tr b 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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PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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

925’-0"

275’-0" 275’-0"375’-0"

Continuous

ContinuousContinuousContinuous Continuous

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Abutment 1 Abutment 2

2 Spa.@ 80’-0" 4 Spa.@ 125’-0"

=500’-0"=160’-0"

3 Spa.@ 125’-0"

Continuous

=525’-0"

3 Spa.@ 175’-0"

=525’-0"

4 Spa.@ 125’-0"

Continuous

=500’-0"

Continuous

4 Spa.@ 80’-0"

Continuous

=320’-0"350’-0" Min. clr.

A2

4955’-0"

T y p

T y p

350’-0"

Min. clr.

PLAN AND ELEVATION

Key:

Pier number

Span number

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

A C

T U

A L F I L E R

N A

T R

B P

E .D

G N

Tennessee River

N Bridge Length: 4955’-0"

C Structure C Natchez Trace Parkway L L

A1 2 5 8 25 28 31 3412 15 18 21

Plate joint over pier #

Finger joint over pier #

A# Plate joint over abutment #

Expansion joints cap concrete

Repair pier cap concrete

Repair pier concrete

Repair column

See Note 1 See Note 2

Notes:

Dolphin (Typ.)Navigation lights

(Typ.)

R02

See Note 3

No scale

=300’-0"

Continuous

=300’-0"

3 Spa.@ 100’-0"3 Spa.@ 100’-0"

=300’-0" =300’-0" =300’-0"

Continuous Continuous

3 Spa.@ 100’-0"3 Spa.@ 100’-0"3 Spa.@ 100’-0"

E F E E E F E E E F E E E F E E E E F E E E F E E E E E EF

F E E E F E E E F E E E E E EF E F E E

F

E

Fixed

Expasion

4. Navigation lights and Dolphins for illustration only.

3. Clean and seal all pier caps (37 total) and abutments (2 total).

See "FINGER JOINT DRAINAGE SYSTEM EXTENSION" sheet.

2. Extend gutter system on both ends of all finger joints (4 total).

"PLATE EXPANSION JOINT REPLACEMENT DETAILS - 2" sheets.

See "PLATE EXPANSION JOINT REPLACEMENT DETAILS - 1" and

1. Replace all plate joints (9 total).

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-J a n -2

:5

M

P R

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N A

T R

B

C O

N C . R

E P

IR

P

IE

R

.D

CONCRETE REPAIR - PIER 18

"4 37’-9 "4

37’-9

"2 114’-4

20’-0"30’-0"

"2

12"

6’-0"

"4 311’-3

16’-0"

C StructureL

A

A

ELEVATION VEIW A-A

MECHANICAL SPLICE DETAIL

"8 35’-9 "4

18’-5 "8 35’-9

6’-0"

12"

"4

L

LL

L

C Bearing (Span 18)C Bearing (Span 19)

Existing bar New bar

L

As shown 3

R03 repair area Limit of

" 1

"2 12’-2

2’-7"

1’-10" 1’-2"

B B

VIEW B-B

C Pier

C Pier

L

C Pier L

C Pier A

C T

U A

L F I L E R

N A

T R

B

C O

N C

R E P

A I R P I E

R

.D

G N

" = 1’-0"16 3Scale: " = 1’-0"16

3Scale:

" = 1’-0"4 1Scale:

" = 1’-0"4 1Scale:

#11 Bars

#11 Bars

#4 Bars

#11 Bars

#6 Bars

#5 Bars

Notes:

1.

2.

concrete

Limit of Unsound

Repair area

5"

(Min.)

CONCRETE REPAIR DETAIL

" = 1’-0"4 1Scale:

REINFORCEMENT

EXISTING PIER CAP

bolt (Typ.)

" Anchor2

L

L

C Bearings (Span 19)

C Bearings (Span 18)

Not to scale

(TYP.)

and masonry plates Reuse bearings

2" x 2’-51

2"

Anchor bolts

(See Note 5)

(Typ.)

coupler * Mechanical

New concrete bars* Epoxy coated for clarity. (See Note 3 & 4) Not all reinforcement shown shown for illustration only.

* Reinforcement and couplers concrete Sound pier

3.

#5 epoxy bars

Replace stirrups with

Mechanical coupler of repair area Approximate limit

4.

5.

6.

(See Note 6) manufacturer’s recommendations.

Bonding agent as specified by

6"

6’-6"

"2 11’-8 concrete Repair

6" during application.

surfaces. Have a manufacturer representative on-site

Use bonding agent between all new and existing concrete

Replace existing anchor bolts in the repair area.

manufacturer’s recommendation.

Furnish mechanical couplers. Install in accordance with the new epoxy bar using a mechanical coupler.

5 inches of adequate bar cross section and connect it to the is broken or cracked. Chip concrete to expose a minimum of or more of the original cross section area or if existing bar

Place new epoxy coated rebars when existing bar has lost 25% of the girders.

jack or place supports below the beams immediately after the lifting

Lift both girders on each span at the same time. Lock the Hydraulic without exceeding the maximum anticipated lifting displacement.

safety factor of 2.0. Lift all girders on both sides of the pier according to Section 104. Use Hydraulic Jacks with a minimum

Design the lifting system and submit to the CO for approval

"4 1Maximum lifting displacement: â are any differences from the repair limits shown.

work. Notify the CO and recommend a corrective measure if there to sound concrete. Verify concrete condition before performing any

Repair area is approximate, remove loose and deteriorated concrete

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-J a n -2

:5

M

P R

O J E

C T

S n a tr b 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 R

N A

T R

B

C O

N C . R

E P

IR

P

IE

R

1.

D

CONCRETE REPAIR - PIER 21

26’-0" 15’-0"

6’-0"

"8 512’-6

16’-0"

"8 77’-6 "4

110’-10 "8 77’-6 "16

74’-0 "8 16’-11 "16

74’-0

"2

12" 12"

"4

5’-0"

A B

A

L

LL C Bearing (Span 21)C Bearing (Span 22)

C Pier

1’-4" 11"

B

Repair concrete

MECHANICAL SPLICE DETAIL

Existing bar New bar

L

L

C PierL repair area Limit of

C Bearings (Span 21)L

C Pier L

VIEW B-B

" = 1’-0"4 1Scale:

bolt (Typ.)

" Anchor2

" 6

2’-0"

2’-6" 2’-0"

C Pier L

" = 1’-0"4 1Scale:

#11 Bars

#11 Bars

#4 Bars

#6 Bars

#5 Bars

REINFORCEMENT

EXISTING PIER CAP

Notes:

1.

2.

3.

concrete

Limit of Unsound

5"

(Min.)

Repair area

CONCRETE REPAIR DETAIL

" = 1’-0"4 1Scale:

As shown

A C

T U

A L F I L E R

N A

T R

B

C O

N C .R

E P

A I R

.D

G N

R04

VIEW A-A

" = 1’-0"4 1Scale: " = 1’-0"4

1Scale:

ELEVATION

Not to scale

(TYP.)

and masonry plates Reuse bearings

2 2" x 2’-51 "

Anchor bolts

(See Note 5)

Mechanical coupler

(Typ.)

coupler * Mechanical

New concrete bars* Epoxy coated for clarity. (See Note 3 & 4) Not all reinforcement shown shown for illustration only.

* Reinforcement and couplers

#5 epoxy bar Replace stirrups with of repair area Approximate limit

C StructureL

4.

5.

6.

6"

Bonding agent as specified by manufacturer’s recommendations

(See Note 6) concrete Sound pier

C Bearings (Span 22)

6’-6"

6" during application.

surfaces. Have a manufacturer representative on-site

Use bonding agent between all new and existing concrete

Replace existing anchor bolts in the repair area.

manufacturer’s recommendation.

Furnish mechanical couplers. Install in accordance with the new epoxy bar using a mechanical coupler.

5 inches of adequate bar cross section and connect it to the is broken or cracked. Chip concrete to expose a minimum of or more of the original cross section area or if existing bar

Place new epoxy coated rebars when existing bar has lost 25% of the girders.

jack or place supports below the beams immediately after the lifting

Lift both girders on each span at the same time. Lock the Hydraulic without exceeding the maximum anticipated lifting displacement.

safety factor of 2.0. Lift all girders on both sides of the pier according to Section 104. Use Hydraulic Jacks with a minimum

Design the lifting system and submit to the CO for approval

"4 1Maximum lifting displacement: â are any differences from the repair limits shown.

work. Notify the CO and recommend a corrective measure if there to sound concrete. Verify concrete condition before performing any

Repair area is approximate, remove loose and deteriorated concrete

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-D e c -2

M

P R

O J E

C T

S n a tr b 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

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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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Depth of concrete repair

1’’ Saw cut concrete

Face of existing

(f’c = 5,000 psi min.)

Contract Requirements as specified in the Special

Fast setting concrete except top cut

" Under cut all sides2

REPAIR DETAIL

SURFACE CONCRETE

’’ Min.2

1’’ Saw cut concrete

Face of existing

2"x 2", w2 x w2

Stainless welded wire fabric

(f’c = 5,000 psi min.)

Contract Requirements as specified in the Special

Fast setting concrete

2" Clr.

Depth of concrete repair

’’ Min.2 bars

Existing bars

Existing

REPAIR DETAIL

PARTIAL CONCRETE

As shown 5

A C

T U

A L F I L E R

N A

T R

B

C O

N C

R E P

A I R P I E

R

.D

G N

CONCRETE REPAIR - PIER 34

R05

20’-0" 10’-0"

32’-0"

Repair concrete

Repair concrete

B B

C C

4’-0"

4’-4"

4’-0"

"2

12"

"4

12"

A

A

ELEVATION

" = 1’-0"4 1Scale: " = 1’-0"4

1Scale:

VIEW A-A

Note:

concrete repair

Limit of

#5 Ties

"2 17’-3 concrete repair

Limit of "4

37’-11

#5 Ties

Concrete Repair Procedures:

" = 1’-0"4 3Scale:

VIEW B-B

" = 1’-0"4 3Scale:

VIEW C-C

areas as directed by CO.

Depth of rebars may vary. Locate all removal

1. Location of concrete repair is approximate.

Not to scale Not to scale

= 300 lbs.

direction. Min. pull out tension anchor @ max. spacing of 12" on each

" Stainless steel headed concrete8 except top cut

" Under cut all sides2

(20) - #11 Bars

(20) - #11 Bars concrete surfaces.

Use bonding agent between all new and existing by the CO.

texture of existing concrete, as approved

Cure and finish surface to match color and manufacturer’s recommendations.

Fill cavity with fast setting concrete per reinforcement/concrete with machine bolts.

Fasten stainless welded wire fabric to existing all reinforcement if the section loss is 25% or more.

Epoxy coat existing reinforcing steel. Replace abrasive blasting, or water jetting as required.

Clean existing steel and concrete by wire brush, damage to structural steel.

existing reinforcement without incurring any concrete or to a depth of at least 1’’ clear of

Remove loose and deteriated concrete to sound approved by the CO.

perimeter around the designated repair area as

Saw cut 1’’ deep along a square or rectangular

8.

7.

6.

5.

4.

3.

2.

1.

(See Note 8) manufacturer’s recommendations

Bonding agent as specified by

(See Note 8) manufacturer’s recommendations

Bonding agent as specified by

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014 x x

-D e c -2

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S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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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"4

CLExp. joint

2"

Face of existing steel beam

4"4"

(Typ.)

1" Sawcut removal (Typ.)

Limits of concrete bolts (Typ.)

Remove existing concrete

Remove concrete

Remove

4"4"

(Typ.)

1" Sawcut removal (Typ.)

Limits of concrete concrete

Remove concrete

Remove bolts (Typ.)

Remove existing

2" x 10"

Plate

AT ABUTMENTAT PIER

No scale Scale: 3" = 1’-0"

C StructureL

"2 114’-10 "2

114’-10"2 11’-8 "4

"4

" x 5" Plate4

C StructureL

NEW EXPANSION JOINT PLAN

NEW EXPANSION JOINT SECTION

Scale: 1"=1’-0"

Scale: 1"=1’-0"

NEW EXPANSION JOINT ELEVATION

"2 11’-8

AT PIER AT ABUTMENT

AT PIER AT ABUTMENT

Notes:

curb

Concrete parapet

Concrete

"4 11’-4 steel beams

Faces of existing curb

Concrete

STEEL LOCKING RAIL

STRIP SEAL

3"

"16

"4 curb facing

Existing aluminum curb facing

Existing aluminum

As shown 6

R06

EXISTING EXPANSION JOINTS

beam

Steel beam

Steel face

Backwall beam

Steel

Steel beam beam

Steel strip seal

Neoprene

(Typ.)

" x 5" Plate4

" x 1" Bar2

Not to scale

Not to scale rail

Steel locking

(Typ.)

#5 Bars between lines line and staggered

@ 6" centers each

" x 6" Studs2

121.1° reinforcement

Remove existing reinforcement

Remove existing concrete

Fast Setting

"2 12’-1

2’-8"

1’-21 2"

9.

8.

7.

6.

5.

4.

3.

2.

1.

Pre-paint steel cover plate according to Section 563.

with the manufacturer’s recommendations.

Install expansion joint sealing system in accordance end to end.

Provide expansion joint seal that is continuous from

Provide studs that conform to ASTM A 108.

weathering steel conforming to ASTM A 588M.

Provide steel locking rails that are high strength loading and allow for 2" range of movement.

the plans and specifications that will support the design

Provide new expansion joint system conforming with the next.

Complete installation of expasion joint before removing one lane open at all time.

Sawcut existing concrete in stages in order to keep reinforcement.

existing transverse reinforcement with new transverse

Keep existing longitudinal reinforcement and replace joint seal.

Verify dimensions before fabrication of expansion

"4

" x 10" Plate2

" x 10" Plate2

JOINT #

Abut. 1

Abut. 2

(Deg.)

TEMPERATURE AT INSTALLATION

JOINT SETTING TABLE

2"

2"

2"

2"

2"

2"

2"

2"

2"

"4

"2

"8

"4

"4

"4

"8

"4

"8

"4

"4

"8

"8

"4

"4

"8

"8

"8

"4

"4

"8

"8

"8

"4

"4

"8

"8

"4

"2

"8

"4

"4

"8

"8

"4

"8

REPLACEMENT DETAILS - 1

PLATE EXPANSION JOINT

A C

T U

A L F I L E R

N A

T R

B P

L A

T E J

T

D E

T .D

G N

D

"D"

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-D e c -2

M

P R

O J E

C T

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D e s ig n

F il e s P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

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D e s ig n

F il e s P

R O J E

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Scale: 2"=1’-0" Scale: 2"=1’-0"

DETAIL A DETAIL B

rail

Steel locking rail

Steel locking curb facing

Cut existing aluminum

As shown 7

R07

" x 10" Plate2

" x 10" Plate2

A

VIEW A-A

B

B

VIEW B-B

D D

"=1’-0"2 1Scale: 1

SECTION C-C

SECTION D-D

Scale: 2"=1’-0"

Scale: 2"=1’-0"

Scale: 2"=1’-0"

F

F

E

E

Scale: 2"=1’-0" Scale: 2"=1’-0"

SECTION E-E SECTION F-F

NEW CURB EXPANSION JOINT ELEVATION

Scale: 3"=1’-0"AT PIER AT ABUTMENT

Detail A Detail B

" x 4" Plate4

"2

" x 4" Plate4

"4

1’-1""4 14 4" 41

4" 4"

(Typ.)

Studs

1’-1"

C u r b

D e c k

F u ll D e p th

D e c k

F u ll D e p th

C u r b"

D D

"4

"4

G

G

"4 31 "4

37"2

"4

SECTION G-G SECTION H-H

""=1’-0"2 1Scale: 1 ""=1’-0"2

1Scale: 1

H

H

1’-1""4 14 4"

"4 11’-4

Studs (Typ.)

T y p

"4 31’-2

D

"2

1’-1"

C

C

V a r ie s

O v e r h a n g

Plate

" x 1"2

Plate (Typ.)

" x 5"4

Slidding plate

" x 10"2

Plate

"x1"2

Slidding plate

" x 10"2

Slidding plate

" x 10"2

Plate

"x1"2 plate (Typ.)

" Interior 4

" Interior plate4

" Interior plate4

" Interior plate4

Plate

" x 5"4

Plate

" x 5"4

"4 1"4

"4

P a r a p e t

C u r b

"4

"4

"4 1 "4

Limit of full width saw cut

(See Note 1 & 2)(See Note 1 & 2) width saw cut Limit of full between lines. (Typ.)

line and staggered @ 6" centers each between lines. (Typ.)

line and staggered @ 6" centers each

(Typ.)

#4 Bars (Typ.)

#4 Bars

A C

T U

A L F I L E R

N A

T R

B P

L A

T E J

T

D E

T .D

G N

REPLACEMENT DETAILS - 2

PLATE EXPANSION JOINT

Plate

" x 5"4

Plate

" x 10"2

(See Note 3) coat the ends.

3. Cut exposed reinforcement flush with concrete and epoxy saw cut, at the overhang.

same width and depth as on the deck concrete removal.

1. Remove concrete on curb maintaning the

Notes:

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-D e c -2

M

P R

O J E

C T

S n a tr b 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

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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

3" 5 spa. @ 6" = 2’-6"

Scale: 3" = 1’-0"

Scale: 3" = 1’-0" Scale: 3" = 1’-0"

Scale: 3" = 1’-0"

8"

Pier 18

"4

"4 plate x 4" steel8 plate

" x 4" steel8

"4

12" Pier 15

8"

Pier 12 & 21

"4

"4

6"

SECTION A-A

Pie r 1

2 &

9"

Pie r 1

5 = 1’-

1"

Pie r 1

8 = 8"

A

A

END PLATE DETAIL

"4

"4 1 "4

12"

Pier 18

Pier 15

Pier 12 & 21

8"

8"

Anchor bolt Anchor bolt

ANCHOR BOLT

system

Existing drainage

EXTENSION

STEEL DRAINAGE SYSTEM

"4

B

B

8"

Pier 18

12" Pier 15

8"

Pier 12 & 21

"4

"8

6"

"8 5L 7" x 4" x "8

5L 7" x 4" x

Pie r 1

2 &

9"

Pie r 1

5 = 1’-

11"

Pie r 1

8 = 8" m in

" bar4 12" x

" bar4 12" x

Scale: 3" = 1’-0"

8"

Pier 18

"4

"4 plate x 4" steel8 plate

" x 4" steel8

12" Pier 15

8"

Pier 12 & 21

"4

"8

6"

SECTION B-B

Pie r 1

2 &

9"

Pie r 1

5 = 1’-

11"

Pie r 1

8 = 8"

Anchor bolt Anchor bolt

" bar4 12" x

"2

Notes:

2.

1.

SYSTEM SECTION

EXISTING DRAINAGE

SYSTEM EXTENSION

FINGER JOINT DRAINAGE

A C

T U

A L F I L E R

N A

T R

B F I N

G E

R J

T

D R

A I N

D G

N

R08

As shown

Not to scale

"4 33’-

" hole2 11"x 4 " hole2

11"x 4 " hole2 11"x 4" hole2

11"x 4 steel girder

Existing plate

End

Varies

Existing finger joint plates

Existing finger joint plates

Existing finger joint plates

Epoxy adhesive anchor bolt

Anchor bolt

(Typ.)

paint after installation.

Pre-paint drainage system extension and apply touch-up system extension.

Verify all dimensions before fabrication of drainage

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-D e c -2

M

P R

O J E

C T

S n a tr b 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

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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

32’-0"

16’-0" 16’-0"

"8 51’-0

4’-0"

4’-0"

Notes:

16’-0" 16’-0"

16’-0" 16’-0"

32’-0"

5’-0"

5’-0"

8’-0"

8’-0"

"4 31’-0

C PierLC PierL

C PierLC PierL

C PierL

C PierL

C PierLC PierL

C PierL

" = 1’-0"4 1Scale: " = 1’-0"4

1Scale:

" = 1’-0"4 1Scale:

PLAN

VIEW A-A

(Pier caps: 1-8 & 25-37)

ELEVATION

" = 1’-0"4 1Scale:

ELEVATION

(Pier caps: 12 & 21)

" = 1’-0"4 1Scale:

(Pier caps: 12 & 21)

" = 1’-0"4 1Scale:

(Pier caps: 12 & 21)

PLAN

VIEW B-B

(Pier caps: 1-8 & 25-37) (Pier caps: 1-8 & 25-37)

" = 1’-0"4 1Scale:

PLAN

" = 1’-0"4 1Scale: " = 1’-0"4

1Scale:

ELEVATION VIEW C-C

C

C

B

B

A

A

R09

9As shown

A C

T U

A L F I L E R

P I E

R C

A P D

E T .D

G N

"8 32’-1

Clean and seal

KEY

’-8

"8 314’-11

"4 114’-11

’-8

’-6

"8 513’-10

(Pier caps: 16,17)

(Pier caps: 16,17) (Pier caps: 16,17)

DETAILS -1

PIER CAP SEALING

recommendations.

2. Furnish sealer according to manufacturer’s repairs are completed and bearings are placed.

1. Clean and seal pier caps after all concrete

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-D e c -2

M

P R

O J E

C T

S n a tr b 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

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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

4’-6"

6’-0"

5’-0"

"8 51’-3

1’-10"

16’-0" 16’-0" 4’-6"

16’-0" 16’-0"

16’-0" 16’-0"

5’-0"

6’-0"

C PierL C PierL

C PierL C PierL

C PierLC PierL

C PierL

C PierL

C PierL

" = 1’-0"4 1Scale:

ELEVATION

" = 1’-0"4 1Scale:

VIEW E-E

(Pier caps: 9-11 & 22-24)

" = 1’-0"4 1Scale:

(Pier caps: 9-11 & 22-24)

PLAN

(Pier caps: 9-11 & 22-24)

" = 1’-0"4 1Scale:

ELEVATION

" = 1’-0"4 1Scale:

VIEW D-D

(Pier caps: 13,14 & 19,20) (Pier caps: 13,14 & 19,20)

"8 31’-10

" = 1’-0"4 1Scale:

(Pier caps: 13,14 & 19,20)

PLAN

32’-0"

Notes:

D

D

E

E

F

F

" = 1’-0"4 1Scale:

ELEVATION

" = 1’-0"4 1Scale:

VIEW F-F

(Pier caps: 15 & 18) (Pier caps: 15 & 18)

" = 1’-0"4 1Scale:

(Pier caps: 15 & 18)

PLAN

R10

A C

T U

A L F I L E R

P I E

R C

A P D

E T

.D

G N

As shown

Clean and seal

KEY

’-1

0"

"8 514’-1

’-5

"8 314’-8

’-1

14’-2"

DETAILS - 2

PIER CAP SEALING

recommendations.

2. Furnish sealer according to manufacturer’s

1. Clean and seal pier caps after all concrete

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER

-D e c -2

M

P R

O J E

C T

S n a tr b 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

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6

NATCHEZ TRACE PARKWAY

5570-028P

Dan WestonJJO JJO BRP-1213

212396

109198

PCB

OVER TENNESSEE RIVER

JOHN COFFEE MEMORIAL BRIDGE

December 2014

-D e c -2

M

P R

O J E

C T

S n a tr b 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

43’-0"

43’-0"

"2 135’-2 at north wingwall

Existing ground at south wingwall

Existing ground at south wingwall

Existing ground at north wingwall

Existing ground

"2 135’-2

"2 135’-2

(Abutment 1 shown; Abutment 2 similar)

ELEVATION ELEVATION

PLAN

(Abutment 1) (Abutment 2)

WINGWALL A & B

WINGWALL C & D

" = 1’16

R11

A C

T U

A L F I L E R

N A

T R

B A

B U

T

D E

T

D G

N

Notes:

See Note 3.

See Note 3.

Clean and seal

KEY

DETAILS

ABUTMENT SEALING

the elevation of the existing ground.

3. Before cleaning and sealing the abutments verify recommendations.

2. Furnish sealer according to manufacturer’s

1. Clean and seal abutments after all concrete

NO.

REGION

NPS

NO.

PMIS NO.

SE AL PRA-NATR 2B6212396

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

NATCHEZ TRACE PARKWAY

5570-028P

BRP-121311

OVER TENNESSEE RIVER