Plans_-_FW-ALRI_10(4).pdf

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

DESIGN LOADS:

Concrete: 150 pcf.

CONSTRUCTION:

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

AASHTO LRFD Bridge Design Specifications, Seventh Edition, 2014 with 2016 Revisions.

AASHTO H20

Joint Repair Detail

Plan and Elevation

General Notes

No scaleAD

GENERAL NOTES

R01

A C

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Design:

Construction:

SHEET NO. SHEET TITLE

GENERAL NOTES:

SPECIFICATIONS:

Dead load:

Live load:

conditions. Contact utility companies and locate all utilities before proceeding work.

configuration of the surrounding area, adjust dimensions of the work to fit existing dimensions of the proposed work in this Contract are dependent on the dimensions of

Verify all controlling field dimensions before ordering or fabricating any material. Where

SCOPE OF WORK: INDEX OF BRIDGE PLAN SHEETS

3. Place grout (flowable fill) under North abutment.

2. Clean and reseal deck expansion joints.

1. Epoxy coat exposed rebar.

STATE PROJECT

NUMBER

SHEET

NC FW-ALRI 10(4)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Phillip BoinskeAD PCB

Structure Number of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

ALLIGATOR RIVER NATIONAL WILDLIFE REFUGE

41630-00003

AND MINOR IMPROVEMENTS ON MILLTAIL BRIDGE

PROFILE RAISE AND RESURFACING OF MILLTAIL ROAD

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PLAN AND ELEVATION

-5

(Typ.)

Approach slab

8 Spaces @ 6'-3" = 50'-0"

(Post spacing. Typ.)

L StructureC

(Typ.)

Face of rail

'-0

"(Typ.)

Exp. Fix. Exp.Fix. Fix.

Profile grade

ELEVATION

3'-0"

N

Bridge length: 165'-4"

A A

" = 1'-0"2 1Scale:

L Mill Tail RoadC

R02

VIEW A-A

165'-4"

"2 155'-1 55'-1" "2

155'-1

2'-6" 2'-6"

Exp.

PLAN

" = 1'-0"8 1Scale:

" = 1'-0"8 1Scale:

As shown

Creek

Milltail

OHW: 0.33'

-10

-15

-20

P.G. Elev. 5.90

Sta. 237+70

End Bridge

P.G. Elev. 5.16

Sta. 239+35.33

Begin Bridge

B B

" = 1'-0"2 1Scale:

SECTION B-B

JEG

A C

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(See Note 1)

12" Exposed rebar

(See Note 2) abutment footing

Void under

Exist. abutment

Exist. riprap

165'-4"

"2 155'-1 55'-1" "2

155'-1 reseal joint

Clean and reseal joint

Clean and reseal joint

Clean and reseal joint

Clean and full bridge width (See Note 2)

Voids under abutment footing, (Typ.)

Limit of existing riprap

2. Fill all voids with grout (flowable fill) as directed by the CO.

1. Epoxy coat all exposed rebar as directed by the CO.

Notes:

STATE PROJECT

NUMBER

SHEET

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

41630-00003

AND MINOR IMPROVEMENTS ON MILLTAIL BRIDGE

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CLJoint

Backer rod

M in

R e c e s s

Silicone joint sealant

POURABLE JOINT DETAIL

JOINT REPAIR DETAIL

AD

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3Not to scale

A C

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A L F I L E R

A L

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D e t.

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(Typ.)

Exist. concrete recommendations.

3. Install new expansion joint material according to manufacturer's remove laitance with oil-free compressed air.

2. Remove existing joint material, clean joint opening of debris and

1. Clean and seal all expansion joints at abutments and piers.

Notes:

STATE PROJECT

NUMBER

SHEET

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

41630-00003

AND MINOR IMPROVEMENTS ON MILLTAIL BRIDGE