NATR BMS FY20(1)_As-Built Drawings-Final.pdf

NP NATR BMS FY20(1 N

t

KEY MAP

ST A TE OF MISSISSIPPI GULFPORT

0 60 120

SCALE IN MILES

DESCRIPTION OF PROJECT

IMPROVEMENT:

The work includes the repair of deteriorated expansion joints, asphalt pavement cracks sealing and filling, concrete repairs, and other miscellaneous work.

PROJECT LENGTH: .60 Miles

LANE MILES: 1.21 Miles

BRIDGE: (See Location Maps)

Structure No

5570 - 476P 5570 - 483P 5570 - 138P 5570 - 136P 5570 - 130P 5570 - 123P 5570 - 122P 5570 - 120P 5570 - 119P 5570 - 117P 5570 - 116P 5570 - 112P 5570 - 111P 5570 - 109P 5570 - 108P 5570 - 106P 5570 - 105P 5570 - 102P 5570 - 101P

BJP Report Date

10/31/2018 11/01/2018 11/01/2018 11/01/2018 11/02/2018 11/08/2018 11/05/2018 11/06/2018 11/05/2018 11/28/2018 11/27/2018 11/29/2018 11/28/2018 11/30/2018 12/04/2018 12/05/2018 12/05/2018 12/05/2018 12/05/2018

DESIGN DESIGNATION: N/A (Bridge Preventative Maintenance)

SPECIFICATIONS:

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

i-------.-----------.--------, Project Manager Highway Design Manager Lead Designer :::, Dan Weston Shoukat Nawaz Bonnie DuBose

STATE PROJECT

MS NP NATR BMS FY20(1)

OF

NATIONAL PARK

THE INTERIOR

NPS PMIS No. 271291 NPS No. 910/164827

SERVICE

NATCHEZ TRACE PARKWAY

PLANS FOR PROPOSED

PROJECT NP NATR BMS FY20(1)

BRIDGE PREVENTATIVE MAINTENANCE @ MP 98.95 TO MP 242

CHOCTAW, ATTALA, LEAK�l MADISONt. AND MONROE COUNTIES

MISSISSIPP1

NP NATR BMS FY 20(1)

at 1ston

G)

Vaiden @

Fre� Camp Ackerman

-le' Tombigbee

T hula

National Forest ight e

Yazoo City

@J tartia Bentonia

Flora

@J

Lexington � Durant

Goodman

Pickens

Vaughan ijj ijj

Madison idgeland

Ethel Louisville

Kosciusko

Noxapater

@ J....' @

Bogue, Redwater @ Philadelphia

Carthage

Walnut Grove Union

Decatur

Forest Scale In miles

2.5

INDEX TO SHEETS

SHEET DESCRIPTION

NO

A0l Title Sheet A02-A03 Symbols And Abbreviations A04-A05 Location Map

C0l Tabulation of Quantities CO2 Summaries And Schedules M0l Erosion & Sediment Control Narrative N0l TPmnnrrirv Trriffic rnntrnl Plrins

R0l-Rll Bridqe Plans 501-506 Standards and Details

Know what's below.

Call before you dig.

100°/o PLANS

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

JANUARY, 2020

SHEET

NUMBER

AOl

5570-0579P

Scbed11le A

Structure Name

White Oak Creek Bridge #1 1-55 Connector Bridge 1-55 Bridge Illinois Central RR Bridge Ridgeland County Road Bridge at MP 107.79 Pellaphalia Creek Bridge MS Route 16 Bridge Mercant Creek Bric:lge Mercant Creek Branch Bridge Drainage Canal Bridge at MP 152.10 County Road Bridge at MP 156.20 Hurricane Creek Bridge MS Route 12 Bridge Poplar Creek Bridge Poplar Creek Branch Bridge Dry Creek Canal Bridge McCurtain's Creek Bric:lge Middle Byway Creek Bridge #1 Middle Byway Creek Bridge #2

CHUQUATONCHEE CREEK BRIDGE 3/6/2020

As-Built Drawings

Contractor: Estes Bros. Const., Inc.

CO Rep: Asher Jackson & Benigno Medina

Completion Date: 4/01/2021

Work was constructed as designed unless otherwise noted.

N

MISSISSIPPI

m Cl Myrick Cree

---.. structure No. 5570-105P 1�--, �----- - Structure No. 5570-106P

Structure No. 5570-10BP tructure No. 5570-109P

----- Structure No. 5570-111P

�....---- Structure No. 5570-112P

Bridge No.

5570 - 120P

5570 - 119P

5570 - 117P

5570 - 116P

5570 - 112P

5570 - 111P

5570 - 109P

5570 - 108P

5570 - 106P

5570 - 105P

5570 - 102P

5570 - 101P

Structure No. 5570-119P

Structure No. 5570-120P

Bridge Name Latitude

MERCHANT CREEK BRIDGE 32°53'09.50"

MERCHANT CREEK BRANCH BRIDGE 32°54'29.30"

DRAINAGE CANAL BRIDGE AT MP 152.10 32°55'51.80"

COUNTY ROAD BRIDGE AT MP 156.20 32°59'21.10"

HURRICANE CREEK BRIDGE 33°04'57 .80"

MS ROUTE 12 BRIDGE 33°05'50.30"

POPLAR CREEK BRIDGE 33°17'38.60"

POPLAR CREEK BRANCH BRIDGE 33°17'48.60"

DRY CREEK CANAL BRIDGE 33°21'06.80"

McCURTAIN'S CREEK BRIDGE 33°21'28.10"

MIDDLE BYWAY CREEK BRIDGE #1 33°25'20.60"

MIDDLE BYWAY CREEK BRIDGE #2 33°25'26.20"

Longitude Mile Post

89°38'20.50" 148.6

89°37'20.oo" 150.4

89°36'50.40" 152.1

89°36'22.oo" 156.2

89°31'30.60" 164.29

89°30'48. l0" 165.69

89°4°10.20" 180.88

89°24•02.60" 181.08

89°20"36. 70" 186.28

89°20·08.90" 186.98

89°15'54.l0" 193.6

89°15"46.30" 193.8

STATE

MS

Bridge

PROJECT

NP NATR BMS FY20(1)

NPS PMIS No. 271291 NPS No. 910/164827

BIP Report Length (ft) Date

105.2 11/06/2018

80.5 11/05/2018

105.0 11/28/2018

24.0 11/27/2018

185.0 11/29/2018

70.0 11/28/2018

34.7 11/30/2018

105.2 12/04/2018

32.5 12/05/2018

104.0 12/05/2018

105.0 12/05/2018

67.0 12/05/2018

FHWA, Office of Federal Lands Highway

LOCATION MAP

NO SCALE

SHEET

NUMBER

Lance - Estes Bros Stamp

461.07

26.71

1806.0

147.5

102.0

Lance - Estes Bros Line

Lance - Estes Bros Line

Lance - Estes Bros Line

Lance - Estes Bros Line

Lance - Estes Bros Line

Line

5570-0579 CHUQUATONCHEE CREEK BRIDGE 242.0 Use Details ET 635-1A and E635-A for single lane closure.

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

D e s ig n

F il e s P

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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:

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

No scale

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017.

SPECIFICATIONS:

INDEX OF BRIDGE PLAN SHEETS

Concrete Repair Details

Miscellaneous Repair Details

Concrete Repair Locations

Joint Details - 2

Joint Details - 1

Joint Repair Locations

Expansion Joint Details - 2 (5570-476P & 5570-138P)

Expansion Joint Details - 1 (5570-476P & 5570-138P)

Summary of Quantities

Scope of Work

General Notes and Index

SHEET NO. SHEET TITLE

Concrete:

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

Furnish Class HES concrete with f'c = 3.0 ksi at 24 hours.

MATERIALS:

Furnish pre-compressed foam-supported silicone seal conforming to Subsection 712.01(i).

Furnish asphaltic plug joint conforming to Subsection 712.01(h).

Furnish silicone joint sealant conforming to Subsection 712.01(e) for horizontal joints and 712.01(d) for all other.

Furnish preformed expansion joint filler conforming to Subsection 712.01(b)(1) and 712.01(b)(2).

Joint Sealant:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

BRIDGE PREVENTATIVE MAINTENANCE

NATCHEZ TRACE PARKWAY

BRP-1283November 2019

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SCOPE OF WORK

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

SCOPE OF WORK

at abutments.

Clean and reseal bridge concrete slope protection joints -

Repair concrete spalls at east and west railing and posts (4 total).-

Clean and seal transverse asphalt cracks at approach roadway.-

Clean and reseal north deck and curb joints.-

Install weep hole filters (6 total).-curb joints over abutments.

Clean and reseal deck joints, approach roadway joints and -

Repair concrete spalls at east and west railing (2 total).-

Install weep hole filters (6 total).-curb joints over abutments.

Clean and reseal deck joints, approach roadway joints and -

Repair concrete spalls in west railing (1 total).-

Clean and seal asphalt cracks at approaches.-

Clean and reseal deck joints.-

Repair concrete spall in railing post (2 total).-

Install weep hole filters (6 total).-curb joints over abutments.

Clean and reseal deck joints, approach roadway joints and -

Repair concrete spall in railing post (1 total).-

Install weep hole filters (6 total).-curb joints over abutments.

Clean and reseal deck joints, approach roadway joints and -

Repair concrete spall in railing (1 total).-

Install weep hole filters (6 total).-curb joints over abutments.

Clean and reseal deck joints, approach roadway joints and -with pre-compressed foam-supported silicone seal joint.

Remove and replace expansion seal at both abutments,-

Clean and seal transverse asphalt cracks at approach roadway.-

Clean and reseal approach slab joints.-

Clean and reseal all curb joints.-

Clean and paint fixed bearings at abutments.-

Remove and replace bridge deck asphaltic plug joints.- Repair concrete spalls at east and west railing and posts (3 total).-roadway.

Clean and seal transverse asphalt cracks at south approach -

Clean and reseal deck and curb joints over abutments.-

Repair concrete spalls in railing posts (2 total).-and south abutment bearing seat (1 total).

Repair concrete spalls at north abutment bearing seat (2 total)-

Install weep hole filters (6 total).-

Clean and reseal deck and curb joints over abutments.-

Repair concrete rail and post spalls (4 total).-

Install weep hole filters (6 total).-

Repair concrete spalls at east and west side of slab underside.-

Clean and reseal wingwall vertical joints (4 total).-

Clean and reseal deck joints and curb joints over abutments.-

Repair concrete spalls in railings and posts (3 total).-

Clean and reseal wingwall vertical joints (4 total).-

Clean and reseal deck and curb joints over abutments.-

Repair concrete spalls in railings and posts (2 total).-

Clean and reseal wingwall vertical joints (4 total).-

Clean and reseal curb joints over abutments.-

Clean and reseal wingwall vertical joints (4 total).-curb joints over abutments.

Clean and reseal deck joints, approach roadway joints and -

Clean and reseal approach roadway joints.-asphalt roadway.

Clean and seal crack between asphaltic plug joints and -

Structure Number 5570-476P - (MP 98.95) - White Oak Creek Bridge #1

Structure Number 5570-483P - (MP 101.20) - I-55 Connector Bridge

Structure Number 5570-138P - (MP 101.30) - I-55 Bridge

Structure Number 5570-136P - (MP 101.85) - Illinois Central RR Bridge Ridgeland

Structure Number 5570-130P - (MP 107.79) - County Road Bridge at MP 107.79

Structure Number 5570-123P - (MP 134.70) - Pellaphalia Creek Bridge

Structure Number 5570-122P - (MP 135.02) - MS Route 16 Bridge

Structure Number 5570-120P - (MP 148.60) - Merchant Creek Bridge

Structure Number 5570-119P - (MP 150.40) - Merchant Creek Branch Bridge

Structure Number 5570-117P - (MP 152.10) - Drainage Canal Bridge at MP 152.10

Structure Number 5570-116P - (MP 156.20) - County Road Bridge at MP 156.20

Structure Number 5570-112P - (MP 164.29) - Hurricane Creek Bridge

Structure Number 5570-111P - (MP 165.69) - MS Route 12 Bridge

Structure Number 5570-109P - (MP 180.88) - Poplar Creek Bridge

Structure Number 5570-108P - (MP 181.08) - Poplar Creek Branch Bridge

Structure Number 5570-106P - (MP 186.28) - Dry Creek Canal Bridge

Structure Number 5570-105P - (MP 186.98) - McCurtain's Creek Bridge

Structure Number 5570-102P - (MP 193.60) - Middle Byway Creek Bridge #1

Structure Number 5570-101P - (MP 193.80) - Middle Byway Creek Bridge #2

.abutment stem and concrete slope protection

Place preformed expansion joint filler in gap between north-with pre-compressed foam-supported silicone seal joint.

Remove and replace expansion joint at both abutments,-

NATR BRIDGE PREVENTATIVE MAINTENANCE

Repair concrete spall at west side of slab underside.-

Clean and seal transverse asphalt cracks at both ends of bridge.-

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

NATCHEZ TRACE PARKWAY

BRP-1283November 2019

*Contract Mod Repair* Structure Number 5570-0579 CHUQUATONCHEE

CREEK BRIDGE (MP 242.0)

Repair Railing due to damage caused by vehicle impact

PMIS NPS STATE PROJECT SHEET

NO. NO. NUMBER

271291

910 MS NP NATR BMS FY20(1) R03 164827

ESTIMATED QUANTITIES

STRUCTURE NUMBER

i:n" o o i:n" m o "' o o o o m m 00 00 00 00 o o 0)

N rn 00 r-- r-- 0 <.D st rl N N <.D 00 0 N 0) <.D 00

00 .-i .-i .-i ,-..: ..,f u-i 00 d N \D ..,f u-i d .-i \D \D rvi 0 0 0 0 rn rn st L/) L/) L/) <.D <.D 00 00 00 00 0) 0)

0) rl rl rl rl rl rl rl rl rl .-< rl .-< rl .-< rl .-< rl .-< 0..

0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0..

2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0..

0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0..

<.D rn 00 <.D 0 rn N 0 0) r-- <.D N rl 0) 00 <.D L/) N rl r--

00 rn rn rn N N N .-< rl .-< rl .-< 0 0 0 0 0 0 st st rl rl rl rl rl rl rl rl .-< rl .-< rl .-< rl .-< rl .-<

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAY ITEM r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r--

U)

L/) L/) L/) L/) LI) L/) LI) L/) LI) L/) LI) L/) LI) L/) LI) L/) LI) L/)

U) L/) L/) L/) L/) U) L/) U) L/) U) L/) L/) L/) L/) L/) L/) L/) L/) L/)

NUMBER PAY ITEM DESCRIPTION UNITS TOTAL

41401-2000 CRACKS, CLEANING AND SEALING LNFT 0 0 198 101.25 90.9 73.92 461.07

55220-0000 REPAIR CONCRETE SQYD 4.32 6.38 1.09 0.74 2.62 3.15 3.19 2.73 1 0.85 .32 .32 26.71

55225-0000 CLEAN AND RESEALJOINTS (POURABLE JOINT) LNFT 85 79.4 27 63 154 195 65.6 81.6 57.6 67 201 49 124 160.8 132 132 132 1806

55225-0000 CLEAN AND RESEALJOINTS (PREFORMED EXPANSION JOINT FILLER) LNFT 55 55

55235-0000 EXPANSION JOINTS (ASPHALTIC PLUG) LNFT 147.5 147.5

55235-0000 EXPANSION JOINTS (PRE-COMPRESSED FOAM-SUPPORTED SILICONE SEAL) LNFT 0 102 102

56301-2000 PAINTING, STEEL STRUCTURE LPSM 1 ALL

60515-0000 UNDERDRAIN CLEANOUT (INSTALLATION OF WEEP HOLE FILTER) EACH 6 6 6 6 6 6 6 42

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NATCHEZ TRACE PARKWAY

BRIDGE PREVENTATIVE MAINTENANCE

SUMMARY OF QUANTITIES

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE PLAN SHEET DATE BRP NO.

MR MR CP No scale George Choubah 3 of 11 November 2019 BRP-1283

Line

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PROPOSED JOINT PLAN AND ELEVATION

Notes:

joint seal (Typ).

Pre-compressed

PROPOSED JOINT PLAN AND ELEVATION

joint seal (Typ).

Pre-compressed

B

B

A

A

B

B

A

A

A C

T U

A L F I L E R

N A

T R

B M

S F

Y

E X

P J

O I N

T

D T S .d g n

(5570-476P & 5570-138P)

EXPANSION JOINT DETAILS - 1

information.

See "EXPANSION JOINT DETAILS - 2" sheet for additional 1.

(Structure 5570-476P - MP 98.95)

(Structure 5570-138P - MP 101.30)

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

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Notes:

manufacturer's recommendations.

seal conforming to Subsection 712.01(i) and according to the

g. Furnish and install pre-compressed foam-supported silicone repair concrete using elastomeric concrete for patching.

f. Remove spalled and/or delaminated joint faces and oil-free compressed air.

opening of debris and remove laitance with

e. Remove existing joint material, clean joint determine seal size for curb, sidewalks and barrier.

d. Coordinate with the manufacture's representative to for approval.

c. Submit the measurement and calculations to the CO uncompressed size of seal.

expected bridge movement to determine the needed

b. Field measure deck joint opening width and calculate the to oversee the installation.

a. Provide an authorized manufacturer's representative sequence of work:

3. Pre-compressed foam-supported silicone seal joint

Install a continuous expansion joint seal. 2.

Verify dimensions before fabrication of expansion joint seal.1.

(Typ.)

Existing wearing surface both side

Epoxy adhesive foam

Impregnated Existing concrete

Factory-applied silicone coating beads and silicone band.

Field-applied silicone corner steel angle plate to remain

Existing anchor bolts and

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

EXISTING JOINT SECTION A-A

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

HALF SECTION THRU CURB

FOR INFORMATION ONLY

AS-BUILT

SECTION A-A

beads and silicone band.

Field-applied silicone corner

Epoxy adhesive foam

Impregnated silicone coating

Factory-applied

SECTION B-B

ANCHOR BLOCK DETAIL

to remain steel plate

" thick 4

Existing of anchor block membrane to edge

Remove existing

Opening Joint

CLJoint

(5570-476P & 5570-138P)

EXPANSION JOINT DETAILS - 2

A C

T U

A L F I L E R

N A

T R

B M

S F

Y

E X

P J

O I N

T

D T S .d g n

(Structure 5570-476P - MP 98.95 & 5570-138P - MP 101.30)

(Structure 5570-476P - MP 98.95 & 5570-138P - MP 101.30)

(PRE-COMPRESSED FOAM-SUPPORTED SILICONE SEAL JOINT)

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

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L

Pier (Typ.)LC

Begin Bridge

End Bridge

B W

B C

No scale

TYPICAL PLAN

C Parkway

(Typ.)

Wingwall joint 1 (EJA1) Expansion

C

Rail (Typ.)

(Typ.)

Sidewalk/curb

Abutment

Abutment

Approach SlabApproach Slab

BL

joint (EJA2)

Expansion

Notes:

JOINT REPAIR LOCATIONS

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 R

E P L

O C .d g n joint (AJ2)

Approach joint (AJ1) Approach

SKEW

(A) Abutment, (P) Pier, and location # = Expansion joint at EJ#

CR = Clean and reseal = Clean and reseal curb/parapet joint CJ = Centerline L

Abbreviations:

joint 1 (CR1) Clean and seal joint 2 (CR2) Clean and seal joint (CJA1) curb/parapet Clean and reseal joint (CJA1) curb/parapet Clean and reseal joint (CJP#) curb/parapet

Clean and reseal joint (CJP#) curb/parapet Clean and reseal joint (CJA2) curb/parapet

Clean and reseal joint (CJA2) curb/parapet

Clean and reseal joint (EJP#) Expansion

Structure

BL

150'-0"

188'-0"

168'-4"

105'-2"

105'-2"

BW BC

37'-0"

28'-1"

30'-0"

28'-1"

28'-0"

28'-8"

Dimensions

34'-0"

32'-4"

32'-5"

32'-6"

80'-6" 32'-6" 28'-6"

32'-6"

Expansion joint seal extends into Curb/Sidewalk/Parapet.

5570-136P

5570-123P

5570-119P

5570-117P

5570-116P

5570-109P

5570-108P

5570-106P

5570-105P

5570-102P

5570-101P

5570-476P

5570-120P

5570-112P

5570-111P

5570-122P

32'-4"

60'-4"

32'-5" 28'-0"

185'-0" 32'-4" 28'-0"

32'-5" 28'-0"

32'-5" 28'-0"

105'-2" 32'-5" 28'-0"

32'-5" 28'-0"

104'-0" 32'-5" 28'-0"

105'-0" 32'-4" 28'-0"

32'-4" 28'-0"

24'-0"

70'-0"

34'-8"

32'-6"

87'-0"

5570-130P 32'-4" 28'-2"31'-0"

SKEW

25°

19°

15°

0°

44°

30°

30°

30°

0°

0°

54°

30°

0°

10°

0°

0°

0°

Asphaltic plugPourable joint asphalt cracks

Clean and seal

AJ1, AJ2 CR1, CR2-

AJ1, EJA1, CJA1, EJA2, CJA2, AJ2

AJ1, EJA1, CJA1, EJA2, CJA2, AJ2

AJ1, EJA1, CJA1, EJA2, CJA2, AJ2

AJ1, EJA1, CJA1, EJA2, CJA2, AJ2

CJA1, CJA2

EJA1, CJA1, EJA2, CJA2

EJA1, CJA1, EJA2, CJA2

EJA2, CJA2

EJA1, CJA1, EJA2, CJA2

EJA1, CJ1, EJA2, CJ2

AJ1, EJA1, CJA1, EJA2, CJA2, AJ2

EJA1, CJA1, EJA2, CJA2

AJ1, AJ2

CJA1, CJP1, CJP2, CJP3, CJA2

EJP3, EJA2

EJA1, EJP1, EJP2,

CR2

CR1

CR1

(2)CRA1, (2)CRA2

CR1, CR2

(2)AJ1, EJA1, CJA1, EJA2, CJA2, AJ2

Work

3. See "Detail E414-01" for clean and seal asphalt cracks detail.

2. See "JOINT DETAILS - 1" sheet for additional information.

work along a general bridge layout.

1. The "TYPICAL PLAN" shows the approximate location of the

MP

150.40

135.02

156.20

165.69

180.88

193.80

107.79

98.95

101.85

134.70

148.60

152.10

164.29

181.08

186.28

186.98

193.60

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

R07

-J a n -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

Notes:

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

Existing opening

1'-8"

M in

M in

10"

POURABLE JOINT DETAIL

LC Joint CLJoint

M in

R e c e s s

(See Note 3)

No scale

(See Note 7)

Backer rod

(See Note 2)

Backer rod

(See Note 1)

Silicone joint sealant

Sealed expansion gap

ASPHALTIC PLUG JOINT DETAIL

(See Note 4)

(Typ.)

Existing wearing surface

Existing concrete

LC Joint mixture

Aggregate-binder

Existing

AT ASPHALTIC PLUG JOINT

CRACK REPAIR

or slab (Typ.)

Existing wearing surface crack (see Note 10)

Clean and seal asphalt crack (see Note 10)

Clean and seal asphalt

JOINT 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

T S .d g n

(Structure: 5570-123P - MP 134.70)

10. See "Detail E414-01" for clean and seal asphalt cracks detail.

width when placing curb joint material.

Ensure watertight seal is created throughout the bridge 9.

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

4. Asphaltic plug joint sequence of work:

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

3. Pourable joint sequence of work:

rod conforming to Subsection 712.01(f).

2. Measure joint opening after cleaning to select size of backer to Subsection 712.01(d) for all other.

712.01(e) for horizontal joints and joint sealant conforming

1. Furnish silicone joint sealant conforming to Subsection

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

R08

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 g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

SLOPE PROTECTION JOINT REPAIR

WEST ELEVATION

WEST ELEVATION

Notes:

No scale slope protection

Existing Concrete

Abutment joint (See Note 1)

Wingwall expansion joint (See Note 1)

Wingwall expansion joint (See Note 1)

Wingwall expansion joint (See Note 1)

Wingwall expansion

Abutment stem slope protection Existing concrete

(See Notes 3 & 4) Preformed expansion joint filler

PREFORMED EXPANSION JOINT FILLER

(North abutment).

stem and concrete slope protection at structure 5570-138P

4. Place preformed expansion joint filler in gap between abutment conforming to Subsection 712.01(b)(1).

3. Remove debris and vegetation in gap before placing joint filler

2. See "Joint Details - 1" sheet for additional information.

712.0(d) for wingwall vertical joint.

1. Furnish silicone joint sealant conforming to Subsection

SLOPE PROTECTION

(See Note 2) slope protection joint

Clean and reseal joint

(See Note 2)

Clean and reseal joint

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

T S .D

G N

JOINT DETAILS - 2

(Structure 5570-106P - MP 186.28 & 5570-109P - MP 180.88)

EAST ELEVATION SIMILAR

(Structure 5570-111P - MP 165.69 & 5570-122P - MP 135.02)

EAST ELEVATION SIMILAR

(Structure No. 5570-483P - MP 101.20)

(Structure No. 5570-138P - MP 101.30)

(Structure 5570-483P - MP 101.20, four locations)

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

R09

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 g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

AT ABUTMENT BEARING SEAT

REPAIR CONCRETE A

C T

U A

L F I L E R

N A

T R

B M

S F

Y

C O

N C

R E

T E R

E P

A I R L

O C .D

G N

CONCRETE REPAIR LOCATIONS

FASCIA AND UNDERSIDE

REPAIR CONCRETE SLAB

FASCIA AND UNDERSIDE

REPAIR CONCRETE SLAB

Concrete repair area (4'x1')

Concrete repair area (15'x1')

Concrete repair area (6'x1')

REPAIR CONCRETE RAIL AND/OR RAIL POST

Concrete repair area (6' x 1'-6")

Concrete repair area (3' x 1'-6")

No scale information.

3. see "CONCRETE REPAIR DETAILS" sheet for additional

Repair unsound and deteriorated concrete.2.

for guidance only.

All work locations are approximate and are shown 1.

West side

(Structure 5570-130P - MP 107.79)

North and South Abutment

(Structure 5570-112P - MP 164.29) East side shown, West side similar

(Structure 5570-122P - MP 135.02)

(Structure 5570-101P - MP 193.80, 5570-105P - MP 186.98, 5570-108P - MP 181.08, 5570-109P - MP 180.88)

(Structure 5570-111P - MP 165.69, 5570-112P - MP 164.29, 5570-116P - MP 156.20, 5570-117P - MP 152.10)

(Structure 5570-119P - MP 150.40, 5570-120P - MP 148.60, 5570-122P - MP 135.02)

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

R10

-J a n -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

CL

A abutment

Face of housing

Filter filter

Removable

No scale abutment

Face of

MISCELLANEOUS REPAIR DETAILS

ELEVATION SECTION A-A

(See Note 1)

Weep hole

(See Note 1)

Weep hole

FIXED BEARING DEVICES

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

R E P

A I R

D E

T A I L S .d g n

FIXED BEARING

WEEP HOLE FILTER

A

A

VIEW A-A

1'-4"

2'-4"

4"

8"

(Typ.)

Substructure

Existing

(Typ.)

Existing Girders of bearing device

Paint all exposed surface

Notes:FOR INFORMATION ONLY

AS-BUILT

4.

3.

2.

1.

Bearing count per abutment 5 (TOTAL 10)

(Structure No. 5570-136P - MP 101.85)

(Structure No. 5570-112P - MP 164.29, 5570-108P - MP 181.08, 5570-105P - MP 186.98)

(Structure No. 5570-136P - MP 101.85, 5570-122P - MP 135.02, 5570-120P - MP 148.60)

(Structure No. 5570-102P - MP 193.60, 5570-101P - MP 193.80)

Do not jack structure.

Do not spray paint bearing devices.

permitted by the manufacturer's product data sheet.

Apply paint by brush, roller, or combination of methods

NPS Brown (Federal Standard 595B Color number 20059).

devices according to Subsection 563.08. Furnish paint color

Surface clean and paint all exposed surfaces of bearing recommendations.

c. Install weep hole filter according to the manufacturer's inside the weep holes before installation.

b. Remove all dirt, laitance or other loose matter from techniques to the CO for approval.

a. Submit drawing of weep hole filter and installation are as follow:

Installation procedure of weep hole filter at abutment

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

R11

-J a n -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

Notes:

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

'' Under cut 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 top cut

'' Under cut all sides except2

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

'' Under cut all sides2 concrete

Face of existing

Existing reinforcing bars '' Min.2

Depth of concrete repair x x

HORIZONTAL DEEP CONCRETE REPAIR

No scale

CONCRETE REPAIR DETAILS

matches the existing concrete in texture, color and appearance.

Provide a surface finish to all concrete repair areas that 8.

reinforcement/concrete with machine bolts.

Fasten steel welded wire reinforcement to existing7.

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.

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

Face of existing material

Concrete repair

Existing concrete

Zinc anode

Existing reinforcing bars mortar pocket

Low-resistivity

ZINC ANODE INSTALLATION DETAIL

Class HES concrete or class A(AE) concrete

Class HES concrete or class A(AE) concrete

Class HES concrete or class A(AE) concrete

Zinc Anode

Zinc Anode

Zinc Anode

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS271291

164827 NP NATR BMS FY20(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

MR MR CP George Choubah of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PREVENTATIVE MAINTENANCE

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 L a te

A d d

N

T R

B

G a il R e p a ir P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

A C

T U

A L F I L E N

A T

R B

M S F

Y

R A I L R

E P

A I R .D

G N

Scale: 1" = 1'-0"

(Bridge rail damaged by vehicular impact)

SECTION A-A

" = 1'-0"2

1Scale: 1

#5 (Typ.)

"2 19 2"

"2

Scale: 1" = 1'-0"

#5 rebar reinforcement

Existing reinforcement

Existing

#5 (Typ.)

A

A

#4 @ 12" spa.

(Typ.)

#4 @ 12" spa.

concrete barrier

Temporary

(Typ.)

1'-0" m in e m b e d

PostLC PostLC

Post PostLCCL

CL Post

PostCL

EXISTING BRIDGE RAIL ELEVATION

REPAIRED BRIDGE RAIL ELEVATION

(See Note 3)

2'-0"

Min. lap

1'-6"

Concrete repair

As shown curb expansion jt.

1" bridge rail and

CONCRETE RAIL REPAIR

#4 @ 12" spa.

#5 rebar

Limits of remove and replace bridge railing

Repair concrete bridge railing Existing bridge railing Existing

New bridge railing section the existing concrete to extend possible.

5. Cure and finish the concrete to match the color and texture of

" 4

34. Chamfer edges of all concrete reinforcing and new reinforcing. Provide reinforcing as shown.

splice for longitudinal reinforcing between existing embedded concrete with f'c = 4,500 psi at 28 days. Provide 1'-6" lap

3. Replace removed section of railing: Provide Class A(AE) or post reinforcment in this section.

203. Do not damage remaining longitudinal rail reinforcement tools or mechanical impact devices in accordance with Section

2. Remove section of rail designated to be repaired with hand reached 3000 psi.

barriers. Do not remove temporary barrier until concrete has

1. Install temporary traffic control, including temporary concrete

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

MS

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

GC

DRAWN BY

GEORGE CHOUBAHLTE LTE of

DATE BRP NO.BRIDGE PLAN SHEET

Structure Number 5570-057P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NATCHEZ TRACE PARKWAY

FEBRUARY 2021

Repair Detail For Contract Mod Work on Structure Number 5570-0579 CHUQUATONCHEE

CREEK BRIDGE (MP 242.0)