Plans_-_NP-NATR_BMS_FY19(1).pdf

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

th

Field verify all dimensions.

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

Construction:

Dead Load:

Concrete: 150 pcf

DESIGN LOADS:

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

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

Reinforcing Steel:

GENERAL NOTES AND INDEX

A C

T U

A L F I L E R

N A

T R

B M

S F

Y

G N .D

G N

CL

Abbreviations:

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition 2017

SPECIFICATIONS:

No scale

= Clean and reseal pavement cracks at location

= Object marker at location #

= Expansion joint at location #

= Clean and reseal joint between slabs at location #

= Centerline

SP#

MA#

EJ#

CR#

Furnish precompressed hybrid joint seal conforming to Subsection 712.01(j)

Furnish asphaltic plug joint conforming to Subsection 712.01(i)

Furnish strip seal joint conforming to Subsection 712.01(h).

Furnish silicone joint selant conforming to Subsection 712.01(d).

Joint Sealant:

Concrete:

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

Furnish Flexible, High-Impact Elastomeric concrete with f'c = 1.5 ksi at 24 hours.

Furnish Class A(AE) concrete with f'c = 4.5 ksi at 28 days.

MATERIALS:

INDEX OF BRIDGE PLAN SHEETS

Concrete Repair Details

Bearing Details

Miscellaneous Details

As-Built Details 2

As-Built Details 1

Joint Detail - Strip Seal

Joint Detail - Precompressed Seal

Joint Details

Typical Plan

Summary of Quantities

Scope of Work

General Notes and Index

SHEET NO. SHEET TITLE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

BRP-127112

NATCHEZ TRACE PARKWAY

BRIDGE PREVENTATIVE MAINTENANCE

October 2019

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Structure Number 5570-474P - County Road Bridge at MP 99.67

NATR BRIDGE PREVENTIVE MAINTENANCE

SCOPE OF WORK

SCOPE OF WORK

Structure Number 5570-498P - Kansas City Southern Railroad Bridge Structure Number 5570-499P - West Northside Drive Bridge Structure Number 5570-500P - Pinehaven Drive Bridge

Structure Number 5570-501P - Arrow Drive Bridge

Structure Number 5570-502P - Bogue Chitto Bridge

Structure Number 5570-482P - U.S. Route 49 & Cemetery Spur Bridge Structure Number 5570-471P - Illinois Central RR/Hilda Drive Bridge

Structure Number 5570-472P - County Line Road Bridge

SCHEDULE A

SCHEDULE B

Structure Number 5570-475P - Livingston Road Bridge

Structure Number 5570-479P - County Road Bridge at MP 99.33

Structure Number 5570-473P - Highland Colony Parkway Bridge Structure Number 5570-135P - U.S. Route 51 Bridge Structure Number 5570-484P - Airport Road Bridge Ridgeland

A C

T U

A L F I L E R

N A

T R

B M

S F

Y S

C O

P E O

F W

O R

K .D

G N

No scale

Sound and repair deteriorated concrete at north and south abutment.

Clean and reseal concrete slope paving joint at both abutments.

Clean and reseal joints over sleeper slab.

abutments.

Clean and reseal concrete slope paving joint at both

Structure Number 5570-503P - County Road G Bridge

Structure Number 5570-477P - White Oak Creek Bridge #2 abutments.

Clean and reseal concrete slope paving joint at both

Remove and replace strip seal at both expansion joints.

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and

Remove and replace strip seal at both expansion joints.

Clean and reseal approach roadway joints.

Clean and seal crack between approach slab and abutment slab.

abutments.

Clean and reseal concrete slope paving joint at both

Clean and reseal joints over sleeper slab.

abutment slab.

Clean and seal crack between approach slab and abutments.

Clean and reseal concrete slope paving joint at both

Remove and replace strip seal at both expansion joints.

Clean and reseal approach roadway joints.

abutment slab.

Clean and seal crack between approach slab and

Clean and reseal concrete slope paving joint at both abutments.

precompressed hybrid seal joints at abutments.

Remove existing expansion joints and replace with

Clean and reseal approach roadway joints.

Clean and reseal all pier column joints at concrete slope paving.

Clean and reseal concrete slope paving joint at both abutments.

hybrid seal joints at abutments.

Remove existing expansion joints and replace with precompressed

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and abutments.

Clean and reseal concrete slope paving joint at both precompressed hybrid seal joints at abutments.

Remove existing expansion joints and replace with

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and precompressed hybrid seal joints at abutments.

Remove existing expansion joints and replace with

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and

Clean and reseal all pier column joints at concrete slope paving.

abutments.

Clean and reseal concrete slope paving joint at both precompressed hybrid seal joints at abutments.

Remove existing expansion joints and replace with

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and abutments.

Clean and reseal concrete slope paving joint at both

Remove and replace strip seal at both expansion joints.

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and

Clean and paint bearings - 32 total.

Replace all deck joints with asphalt plug joints.

precompressed hybrid seal joints at abutments.

Remove existing expansion joints and replace with

Clean and reseal approach roadway joints.

abutments.

Clean and reseal concrete slope paving joint at both

Remove and replace strip seal at both expansion joints.

Clean and reseal approach slab joints.

abutment slab.

Clean and seal crack between approach slab and

Clean and reseal concrete slope paving joint at both abutments.

Remove and replace strip seal at both expansion joints.

Clean and reseal approach slab joints.

Clean and seal crack at north approach roadway.

abutment slab.

Clean and seal crack between approach slab and

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

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A C

T U

A L F I L E R

N A

T R

B M

S F

Y S

U M

Q

T Y .D

G N

PAY ITEM DESCRIPTIONNUMBER

PAY ITEM

41401-2000

55220-0000

55225-0000

55235-0000

Cracks, Cleaning and Sealing

UNITS

LNFT

SQYD

LNFT

LNFT

LNFT

Repair Concrete

Expansion Joint (Strip Seal)

5570-498P

SUMMARY OF QUANTITIES

No scale

5570-499P 5570-500P 5570-501P 5570-502P 5570-503P 5570-482P 5570-471P 5570-472P

167 241 246 164 167

STRUCTURE NUMBER

PAY ITEM DESCRIPTIONNUMBER

PAY ITEM

41401-2000

55225-0000

55235-0000

55235-0000

56301-2000

Cracks, Cleaning and Sealing

UNITS

LNFT

LNFT

LNFT

LNFT

LPSM

Expansion Joint (Asphaltic Plug)

Expansion Joint (Strip Seal)

Painting, Steel Structure

5570-474P 5570-475P 5570-477P 5570-479P 5570-473P 5570-135P 5570-484P

177 215 166

STRUCTURE NUMBER

TOTAL

73 78 83 74 72

ESTIMATED QUANTITIES - SCHEDULE B

TOTAL

ESTIMATED QUANTITIES - SCHEDULE A

71 70

55235-0000 Expansion Joint (Precompressed Hybrid Seal)

75 75

76 74 150

55235-0000 Expansion Joint (Precompressed Hybrid Seal) LNFT

ALL

78878278

Clean and Reseal Joint (Pourable Joint)

Clean and Reseal Joint (Pourable Joint)

77 82

98 74

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

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Notes:

C

T U

A L F I L E R

N A

T R

B M

S F

Y

T Y P I C

A L P

L A

N .D

G N

Face of Abutment

A2

Face of Abutment

B C

B W joint 1 (CR1)

Clean and reseal joint 2 (CR2)

Clean and reseal

Begin Bridge End Bridge pierLC joint 1 (EJ1)

Expansion joint 3 (EJ3)

Expansion

(Typ.)

Rail

Southbound towards Natchez

Face of Abutment

A2 joint 1 (CR1)

Clean and reseal

(Typ.)

Rail pierLC

Northbound towards Jackson

B C

B W

Structure

BL

5570-499P

5570-500P

5570-501P

5570-502P

5570-503P

5570-482P

5570-471P

5570-472P

5570-498P 268'-11"

142'-8"

142'-8'

160'-6"

500'-5"

160'-0"

410'-0"

380'-0"

491'-0"

BW A1 A2 BCAB1 AB2

48'-6" 23'-0"19'-3" 23'-0" 19'-3"

48'-6" 19'-6" 41'-0" 41'-0" 19'-5" 34'-2"

48'-6" 41'-0" 41'-0"19'-8" 20'-1" 34'-2"

37'-4" 2'-6"15'-0" 15'-0" 34'-4"

37'-9" 15'-6"15'-6" 34'-9"29'-6" 29'-6"

14'-9" 14'-9" 34'-2"37'-2"

18'-6" 18'-6' 34'-2"

24'-0" 24'-0"18'-6" 18'-6" 34'-0"

18'-6" 80'-0" 40'-0" 18'-6" 34'-0"

Dimensions

34'-2"

Work

2'-6"

2'-6" 2'-6"

37'-2" 24'-11" 24'-11"

37'-0"

37'-0" joint 1 (EJ1)

Expansion

Northbound towards Jackson

TYPICAL PLAN

joint 2 (EJ2)

Expansion joint 3 (EJ3)

Expansion

TYPICAL PLAN (NO SIDEWALK)

TYPICAL PLAN (SIDEWALK)

Southbound towards Natchez

Begin Bridge

End Bridge

Face of Abutment

A A B B

VIEW A-A

VIEW B-B

A A

BB

Abutment 1 paving

Concrete slope paving

Concrete slope

Abutment 2 joint 3 (CR3)

Clean and reseal joint 4 (CR4)

Clean and reseal

Structure

BL

5570-474P 154'-0"

BW A1 A2 BCAB1 AB2

37'-0" 16'-3"19'-6" 16'-3" 19'-4"

Dimensions

34'-0"

Work

5570-475P 212'-0" 37'-0" 18'-6" 39'-0" 39'-0" 18'-6" 34'-0"

5570-477P 165'-0" 37'-0" 20'-3" 20'-6" 20'-6" 20'-5" 34'-0"

5570-479P 186'-6" 37'-0" 19'-6" 16'-3" 16'-3" 19'-7" 34'-0"

5570-473P 356'-6" 37'-2" 18'-10" 24'-11" 24'-11" 19'-2" 34'-2"

34'-0"

28'-2"

0'-0"

0'-0"

2'-9"

2'-9"

2'-9"

2'-9"

0'-0"

0'-0"

48'-2"

32'-6"

160'-4"

212'-0"5570-135P

5570-484P

No scale

(SP1)

full roadway width pavement cracks

Clean and seal

(SP2)

full roadway width pavement cracks

Clean and seal

(SP2)

full roadway width pavement cracks

Clean and seal

(CR5)

reseal joint 5

Clean and

(CR5)

reseal joint 5

Clean and

AB1

BLA1

AB2

A1

AB1

BL

AB2

B S

SP1, SP2, CR1, CR2, EJ1, EJ3

CR1, CR2, CR3, CR4

SP1, SP2, CR1, CR2 CR3, CR4

CR1, CR2, CR3, CR4, EJ1, EJ3

BS

10'-6"

10'-6"

10'-6"

CR1, CR2, EJ1, EJ3

EJ1, EJ3

SP1, SP2, CR1, CR2, CR3, CR4,

TABLE 1

BS

10'-6" CR3, CR4

SP1, SP2, CR1, CR2, EJ1, EJ3

CR4, EJ1, EJ3

SP1, SP2, CR1, CR2, CR3,

CR4, CR4, CR5, EJ1, EJ3

SP1, SP2, CR1, CR2, CR3,

CR4, EJ1, EJ3

SP1, SP2, CR1, CR2, CR3,

CR4, CR4, CR5, EJ1, EJ3

SP1, SP2, CR1, CR2, CR3,

(Structure 5570-498P, 5570-499P, 5570-500P, 5570-484P)

Parkway

ParkwayCL

CL

TABLE 2

(SP1)

full roadway width pavement cracks

Clean and seal joint 2 (CR2)

Clean and reseal

(Typ.)

Limit of work

EJ1, EJ3

SP1, SP2, CR1, CR2, CR3, CR4,

(Structure 5570-501P, 5570-502P, 5570-503P, 5570-482P, 5570-471P, 5570-472P, 5570-474P, 5570-475P, 5570-477P, 5570-479P, 5570-473P, 5570-135P)

EJ3

SP1, SP2, CR1,CR2, CR3, CR4, EJ1, EJ1, EJ2, EJ3

the shoulder unless approved by the CO.

Do not use work vehicles or machinery outside the edge of structure 5570-498P.

See "JOINT DETAIL - STRIP SEAL" sheet for limit of work for cracks work details.

See "Detail E414-01" sheet for clean and seal pavement expansion joint work details.

See "JOINT DETAILS" sheet for clean and reseal joint and

See "SCOPE OF WORK" sheet for the pier numbers.

work to be performed at the approximate location of a pier.

Variables EJ2 and SR1 in "TABLE 1" and "TABLE 2" identify

"TABLE 1" and "TABLE 2" under the "Dimensions" column.

Relevant dimensions for each structure are given in column, the applicable variables are shown for each structure.

unique variable. In "TABLE 1" and "TABLE 2", under the "Work"

Location of work and work type have been designated with a work along a general bridge layout.

The "TYPICAL PLAN" shows the approximate location of the

8.

7.

6.

5.

4.

3.

2.

1.

Pier column (3 total)

Pier column (3 total)

Abutment slab

Approach slab Approach slab Abutment slab

Abutment slab Approach slab

Abutment slabApproach slab

(SP3)

pavement crack

Clean and seal

EJ1, EJ3, MA1, MA2

SP1, SP2, SP3, CR1, CR2, CR3, CR4,

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

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POURABLE JOINT DETAIL

CLJoint

M in

R e c e s s

(See Note 8)

(See Note 7)

Backer rod

(See Note 6)

Silicone joint sealant

(Typ.)

or slab

Existing wearing surface

Saw cut asphalt and remove pavement mixture

Aggregate-binder

(Typ.)

Existing wearing surface

Asphaltic binder with predrilled holes at 1'-0'' maximum butted segments, centered over joint galvanized plate, placed in 4'-0'' long

'' x 8'' AASHTO M 270 grade 364 nails at 1'-0'' max.

16d or larger common galvanized

Existing concrete

M in

M in

LC Joint

(See Note 7)

Backer rod

Sealed expansion gap

ASPHALTIC PLUG JOINT DETAIL

(See Note 9)

Structure

5570-499P

5570-500P

5570-501P

5570-502P

5570-482P

5570-471P

5570-472P

5570-498P

CR1, CR2

Pourable joint

CR1, CR2, CR3, CR4

5570-503P

CR1, CR2, CR3, CR4

CR1, CR2, CR3, CR4

CR1, CR2, CR3, CR4

CR1, CR2, CR3, CR4

CR1, CR2

CR1, CR2, CR3, CR4

CR1, CR2, CR3, CR4

EJ1, EJ3

EJ1, EJ3

Strip seal only asphalt cracks

Clean and seal

SP1, SP2

SP1, SP2

SP1, SP2

SP1, SP2

SP1, SP2

EJ1, EJ3

EJ1, EJ3

EJ1, EJ3

EJ1, EJ3

EJ1, EJ3

Structure

5570-475P

5570-477P

5570-479P

5570-473P

5570-484P

5570-474P

Pourable joint

5570-135P

CR1, CR2, CR3, CR4

CR1, CR2

CR1, CR2, CR3, CR4

CR3, CR4

EJ1, EJ3

EJ1, EJ3

EJ1, EJ3

EJ1, EJ3

asphalt cracks

Clean and seal

SP1, SP2

SP1, SP2

SP1, SP2

SP1, SP2

SP1, SP2

SP1, SP2

Asphaltic plug

EJ1, EJ2, EJ3

Strip seal only

EJ1, EJ3

10"

1'-8"

Existing opening

A C

T U

A L F I L E R

N A

T R

B M

S F

Y J O I N

T D

E T

A I L S .D

G N hybrid seal

Precompressed hybrid seal

Precompressed

JOINT DETAILS

No scale

TABLE 3 TABLE 4

(Structure No. 5570-501P, 5570-503P) (Structure No. 5570-501P, 5570-503P)

EXISTING SLEEPER SLAB DETAIL

SLAB JOINT DETAIL"

See "EXISTING SLEEPER

See "POURABLE JOINT DETAIL"

EXISTING SLEEPER SLAB JOINT DETAIL

CR1, CR2, CR3, CR4, CR5

CR1, CR2, CR3, CR4, CR5

(Structure No. 5570-474P, 5570-479P)

EXISTING CONDITION PIER COLUMN JOINT

SP1, SP2, SP3

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

surrounding existing surfaces.

i. Finish surface to the same grade and slope as according to manufacturer's recommendations.

h. Place asphaltic binder and aggregate-binder mixture according to manufacturer's recommendations.

g. Prepare surface for aggregate-binder mixture in place with galvanized nails.

f. Place new galvanized steel plate over joint, secure according to manufacturer's recommendations.

e. Place new backer rod and seal the expansion gap manufacturer's recommendations.

d. Clean and prepare exposed surface according to to Section 203.

(minimum 2 inches) and remove according

c. Saw cut wearing surface to concrete deck joint, remove existing joint material.

b. Note location and skew of existing deck expansion manufacturer to oversee the installation.

a. Provide an authorized representative of the

Asphaltic plug joint sequence of work:

Furnish asphaltic plug joint conforming to subsection 712.01(i) to manufacturer's recommendations.

b. Install new expansion joint material according oil-free compressed air.

opening of debris and remove laitance with

a. Remove existing joint material, clean joint

Pourable joint sequence of work:

rod confroming to Subsection 712.01(f).

Measure joint opening after cleaning to select size of backer

712.01(d).

Furnish silicone joint sealant conforming to Subsection

See "Detail E414-01" for clean and seal cracks work details.

work details.

See "JOINT DETAIL - STRIP SEAL" sheet for strip seal joint precompressed hybrid joint work details.

See "JOINT DETAIL - PRECOMPRESSED SEAL" sheet for

See "TABLE 3" and "Table 4" for joint type by structure.

See "TYPICAL PLAN" sheet for joint work locations.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

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No scale

Notes:

(Typ.)

Existing wearing surface

Existing concrete

Epoxy adhesive foam

Impregnated beads and silicone band.

Field-applied silicone corner elastomeric concrete

Flexible, high-impact

#5 Epoxy coated reinforcement

Existing anchor bolt.

"4 14"D"" 4

14 Saw cutSaw cut

Factory-applied silicone coating

PRECOMPRESSED HYBRID JOINT DETAIL

(Structure 5570-471P, 5570-472P, 5570-474P, 5570-475P, 5570-477P, 5570-479P) beads and silicone band

Field-applied silicone corner

Factory-applied silicone coating

4" 4"

Existing anchor bolts

Existing face of curb

"D"

Existing 11 4" thick steel plate

(Structure 5570-471P, 5570-472P, 5570-474P, 5570-475P, 5570-477P, 5570-479P)

PRECOMPRESSED HYBRID CURB JOINT DETAIL

Epoxy adhesive foam

Impregnated

CL

CLJoint

Joint

15.

14.

13.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

the manufacturer's recommendations.

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

Furnish and place epoxy coated reinforcing steel oil-free compressed air.

Clean joint opening of debris and remove laitance with anchor bolts.

(on curb joints), reset steel plate. Do not remove cast-in place

(on roadway joint). Remove steel plate and membrane

Remove aluminum hold-down panel and membrane systems to the CO for approval before ordering.

Submit drawings and supporting documents for all joint joint opening size and expected movement.

Design and provide precompressed seal dimension based upon

"PRECOMPRESSED HYBRID JOINT DETAIL".

Saw cut existing wearing surface as shown on shape and elevation.

restore removed curb and parapet to match existing

Note location and skew of existing expansion joint, and joint seal.

Verify dimensions before fabrication of expansion

Subsection 712.01(j)

Furnish precompressed hybrid joint seal conforming to to oversee the installation of the precompressed hybrid joint.

Provide an authorized representative of the manufacturer

See "AS-BUILT DETAILS 1" for additional information.

for joint type by structure.

See "TABLE 3" and "Table 4" on sheet "JOINT DETAILS"

See "TYPICAL PLAN" sheet for joint work locations.

JOINT DETAILS - PRECOMPRESSED SEAL

A C

T U

A L F I L E R

N A

T R

B M

S F

Y J O I N

T D

E T

A I L P

R E

C O

M P

R E S

S E

D H

Y B

R I D .D

G

N NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

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C

T U

A L F I L E R

N A

T R

B M

S F

Y J O I N

T D

E T

A I L S

T R I P S

E A

L

D G

N

Joint opening

JointCL

EXPANSION JOINT DETAIL (STRIP SEAL)

JOINT DETAIL - STRIP SEAL

elastomeric strip seal

Remove and replace Existing locking rail (Typ.)

No scale

Existing wearing surface

Existing concrete

(Structure 5570-498P, 5570-499P, 5570-500P, 5570-502P, 5570-482P, 5570-473P)

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

manufacturer's recommendations.

Install expansion joint sealing sytem according to the

Install a continuous expansion joint seal.

oil-free compressed air.

Clean joint opening of debris and remove laitance with systems to the CO for approval before ordering.

Submit drawings and supporting documents for all joint joint opening size and expected movement.

Design and provide type and size of strip seal based upon joint.

joint seal. Note location and skew of existing expansion

Verify dimensions before fabrication of expansion

Remove and replace strip seal only.

Furnish strip seal conforming to Subsection 712.01(h)

See "AS-BUILT DETAILS 2" for additonal information.

for joint type by structure.

See "TABLE 3" and "Table 4" on sheet "JOINT DETAILS"

See "TYPICAL PLAN" sheet for joint work locations.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

R08

-S e p -2

:1

P

M M

P R

O J E

C T

S n a tr b m s f y (1

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

EXISTING JOINT SECTION A-A

(Structure 5570-471P, 5570-472P, 5570-474P, 5570-475P, 5570-477P, 5570-479P)

(Structure 5570-471P, 5570-472P, 5570-474P, 5570-475P, 5570-477P, 5570-479P)

EXISTING JOINT ELEVATION

(Structure 5570-471P, 5570-472p, 5570-474P, 5570-475P, 5570-477P, 5570-479P)

EXISTING JOINT SECTION AT CURB

(Structure 5570-471P, 5570-474P, 5570-475P, 5570-477P, 5570-479P)

EXISTING JOINT PLAN (SKEW)

Work limit

Work limit

Work limit

See "PRECOMPRESSED HYBRID JOINT DETIAL"

FOR INFORMATION ONLY

AS-BUILT DETAIL

EXISTING JOINT PLAN

(Structure 5570-472P)

See "PRECOMPRESSED HYRBID CURB JOINT DETAIL"

AS-BUILT DETAILS 1

A C

T U

A L F I L E R

N A

T R

B M

S F

Y J O I N

T D

E T

A I L A

S B

U I L T D

E T

A I L S

D G

N

A

A

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

R09

-S e p -2

:1

P M

M

P R

O J E

C T

S n a tr b m s f y (1

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

EXISTING JOINT PLAN

(Structure 5570-502P, 5570-482P)

(Structure 5570-499P, 5570-500P, 5570-473P)

EXISTING JOINT PLAN (SKEW)

SECTION B-B (NO SIDEWALK)

(Structure 5570-502P, 5570-482P)

SECTION B-B (SIDEWALK)

(Structure 5570-499P, 5570-500P, 5570-473P)

"2

"4 310 "4

"2

"4 310"4

AS-BUILT DETAILS 2

A C

T U

A L F I L E R

N A

T R

B M

S F

Y J O I N

T D

E T

A I L A

S B

U I L T D

E T

A I L S .D

G N

FOR INFORMATION ONLY

AS-BUILT DETAIL

B

B

EXISTING JOINT PLAN

(Structure 5570-498P)

(Structure 5570-498P)

SECTION B-B

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

R10

-S e p -2

:1

P

M M

P R

O J E

C T

S n a tr b m s f y (1

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

MISCELLANEOUS DETAILS

A C

T U

A L F I L E R

N A

T R

B M

S F

Y

M I S

C E

L L

A N

E O

U S D

E T

A I L S .D

G N

No scale

1'-6" x 1'-6"

Repair concrete

2'-0" x 1'-6"

Repair concrete

NORTH ABUTMENT ELEVATION

SOUTH ABUTMENT ELEVATION

(Structure No. 5570-501P)

(Structure No. 5570-501P)

(Structure No. 5570-501P)

(Structure No. 5570-501P)

EXISTING CONDITION NORTH ABUTMENT

EXISTING CONDITION SOUTH ABUTMENT

3.

2.

1.

information.

See "CONCRETE REPAIR DETAILS" sheet for additional

Remove and repair unsound and delaminated concrete.

any repair work.

Sound deteriorated concrete area with CO before beginning

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

R11

-S e p -2

:1

P

M M

P R

O J E

C T

S n a tr b m s f y (1

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

C

T U

A L F I L E R

N A

T R

B M

S F

Y

B E

A R I N

G D

E T

A I L S .D

G N

EXPANSION BEARING DEVICES

FIXED BEARING DEVICES

16 Total (Structure 5570-135P)

16 Total (Structure 5570-135P)

No scale

A

A

B

B

VIEW A-A

VIEW B-B

1'-4"

2'-4"

4"

8"

2'-4"

1'-4"

1'-7" 8"

4"

(Typ.)

Substructure

Existing

(Typ.)

Existing Girders of bearing device

Paint all exposed surface of bearing device

Paint all exposed surface

Do not jack structure.

permitted by the manufacturer's product data sheet.

Apply paint by brush, roller, or combination of methods devices according to Subsection 563.08.

Surface clean and paint all exposed surfaces of bearing

3.

2.

1.

BEARING DETAILS

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

R12

-S e p -2

:1

P

M M

P R

O J E

C T

S n a tr b m s f y (1

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

C

T U

A L F I L E R

X X P

R O J

N A

M E

B L

A N

K S

H T .D

G N

'' Min.2 11Existing reinforcing bars

'' Undercut all sides2

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

Face of existing

2'' x 2'', w2 x w2

Steel welded wire reinforcement

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0" in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4

Depth of concrete repair

2'' Min. clr.

Depth of concrete repair concrete

Face of existing

'' Saw cut4

2'' x 2'', w2 x w2

Steel welded wire reinforcement

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0'' in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4

'' Min.2

CONCRETE CRACK REPAIR

Note:

Injection and Crack Repair.

Section 561- Structural Concrete

Repair concrete cracks according to surface

Existing concrete

Epoxy resin

(Typ.)

Injection port crack

Existing reinforcing bar

" Min. clr. above4 reinforcing bar

" Min. clr. below4

Existing reinforcing bars x x x x

OVERHEAD DEEP CONCRETE REPAIR VERTICAL DEEP CONCRETE REPAIR

2'' Min. clr.

'' Saw cut4

2'' x 2'', w2 x w2

Steel welded wire reinforcement

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0" in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4 reinforcing bar

" Min. clr. to4

'' Undercut all sides2 concrete

Face of existing

Existing reinforcing bars '' Min.2

Depth of concrete repair x x

HORIZONTAL DEEP CONCRETE REPAIR

Anode

Anode

Anode

No scale

Class A(AE) concrete

Non-shrink grout or

Class A(AE) concrete Non-shrink grout or

Class A(AE) concrete

Non-shrink grout or

CONCRETE REPAIR DETAILS

top cut

'' Undercut all sides except2

8.

7.

6.

5.

4.

3.

2.

1.

patching.

Apply an epoxy resin adhesive to existing concrete prior to reinforcement/concrete with machine bolts.

Fasten steel welded wire reinforcement to existing loss. Match existing reinforcing steel diameter and coating.

Replace reinforcing steel with more than 25% section to Section 203.

abrasive blasting, or water jetting as required according

Clean existing steel and concrete by wire brush, 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 sound perimeter around the designated repair area.

-inch deep along a square or rectangular 4 3Saw cut approved by the CO.

according to manufacturer's recommendations, as

Install Anodes for corrosion protection on repair areas in the field by the CO.

Removal areas and repair procedure will be determined approximate. Depth of concrete rebars may vary.

Locations of concrete repair areas and cracking are

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

149464

251416 MS NATR BMS FY19(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

OA George ChoubahCP CP of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY