SER_BMS_FY15_BASE_95__Plans_-_Appendix_A.pdf

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PROJECT TEAM LEADER BRIDGE DRAWING

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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.

EMA

SE

BRP-1215 9Dan WestonOA

DW

NPS

NO.

PMIS NO.

SER BMS FY15_BASE

NPS SOUTHEAST REGION

November, 2014

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

GENERAL NOTES AND INDEX

DRAWING TITLE

INDEX OF DRAWINGS

BRIDGE DRAWING NO.

GENERAL NOTES:

SPECIFICATIONS:

Construction:

Design:

MATERIALS:

AASHTO LRFD Bridge Design Specifications, 2012

SCOPE OF WORK:

Concrete:

Reinforcing Steel:

Joint Sealant:

ASTM D 5893, type SL.

Furnish low-modulus silicone joint sealant conforming to

BRIDGE PREVENTIVE MAINTENANCE

Field verify all dimensions.

Bridges on Federal Highway Projects, FP-14

Standard Specifications for Construction of Roads and

NATIONAL PARK SERVICE SOUTHEAST REGION

OA DW No scale

Provide 2" cover for reinforcing steel unless otherwise noted.

Grade 60 deformed.

Furnish reinforcing steel conforming to AASHTO M 31, f’c = 4000 psi at 28 days.

Furnish class A(AE) for concrete Weep Hole Detail

Bridge Approach Settlement Repair

Concrete Repair Details - 2

Concrete Repair Details - 1

Timber Runner Installation

Vertical Joint Repair Details

Expansion Joint Details (Asphaltic Plug)

Expansion Joint Details (Bridge)

General Notes and Index

A C

T U

A L F I L E R S

E R B

M S F

Y

B A

S E

G E

N

N O

T E S .D

G N install timber running planks and other work.

deck surface; reset rocker bearings; clean and paint bearings;

replace bridge expansion joints; repair bridge approach; seal members; clean and seal concrete cracks; clean, reseal, and

Repair concrete spalls and deteriorated concrete bridge

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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.

EMA

BRP-1215 9Dan Weston

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Notes:

COMPRESSION SEAL DETAIL

CLJoint

(Typ.)

Existing concrete

CLJoint

(Typ.)

Existing concrete

Backer rod joint sealant

Low modulus silicone

CL

(Typ.)

Existing concrete

Strip seal

M in

R e c e s s

W

HORIZONTAL JOINT DETAIL

Install new expansion joint material per manufacturer’s recommendation.

(Typ.)

Grind chamfer

5’’ = 1’-0’’ laitance with oil-free compressed air.

Remove existing joint material. Clean joint opening of debris and remove

STRIP SEAL EXPANSION JOINT DETAIL

Compression seal

Joint

(Typ.)

Anchorage

OALE

2.

1.

(See Note 3)

Preformed joint filler

Remove and replace deteriorated preformed joint filler as directed by CO.

(BRIDGE)

EXPANSION JOINT DETAILS

A C

T U

A L F I L E R S

E R B

M S F

Y

B A

S E

E X

P J N

T

D T S .D

G N

STATE PROJECT

SHEET

NO.

REGION

SE

NPS

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

EMA Dan Weston

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

BRP-1215 9

m in m in

1’-8"

10"

R03

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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.

EMA

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CLJoint

Notes:

Finish surface to the same grade and slope as surrounding existing surfaces.

Saw cut asphalt and remove pavement

ASPHALTIC PLUG JOINT

Existing opening galvanized nails at 1’-0’’ max.

16d or larger common with predrilled holes at 1’-0’’ maximum butted segments, centered over joint galvanized plate, placed in 4’-0’’ long

’’ x 8’’ AASHTO M270 grade 364

Backer rod

Sealed expansion gap

(Typ.)

Existing wearing surface

Asphaltic binder

Existing concrete remove existing joint material.

Note location and skew of existing deck expansion joint, and remove.

Saw cut existing pavement to concrete deck (minimum 2’’)

Place new steel plate over joint, secure in place with galvanized nails.

recommendation.

Clean and prepare exposed surface according to manufacturer’s

5’’ = 1’-0’’ according to manufacturer’s recommendation.

Install new backer rod and fill the expansion gap with asphaltic binder

(ASPHALTIC PLUG)

EXPANSION JOINT DETAILS

recommendation.

Place aggregate-binder mixture according to manufacturer’s recommendation.

Prepare surface for aggregate-binder mixture according to manufacturer’s mixture

Aggregate-binder

9.

8.

7.

6.

5.

4.

3.

2.

1.

the installation.

Provide an authorized representative of the manufacturer to oversee

A C

T U

A L F I L E R S

E R B

M S F

Y

B A

S E

A S

P H

L T P

L U

G .D

G N

STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan WestonOA DW

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R04

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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.

EMA

BRP-1215 9Dan Weston

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S .d of wall

Front face

Preformed joint fillerConcrete wall

Stone masonry

JointCL

A A

SECTION A-A

(Vertical Masorny Wall) Clean and Reseal Joint

JointCL groundline

Existing

Existing exp. joint

(varies)

& sealant with backer rod

Preformed exp. jt. filler w/stone facia

Existing wingwall wall w/stone facia

Existing approach retaining

Notes:

Existing stone parapet or wall to existing ground.

Remove existing joint filler and other loose materials from top of parapet the configuration of the wall as required.

Clean wall surfaces. Install preformed joint filler conforming to

VERTICAL JOINT REPAIR DETAILS

No scaleLE OA

Color of sealant to match surrounding stones.

Install backer rod and joint sealant as per manufacturer’s requirements.4.

3.

2.

1.

Backer rod of backer rod according to Section 712.01.

Measure joint opening width after cleaning to select size joint sealant

Low modulus silicone

A C

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A L F I L E R S

E R B

M S F

Y

B A

S E

V E

R T J T

D T S .D

G N

STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan Weston

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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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.

EMA

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TIMBER RUNNER INSTALLATION

REMOVE AND REPLACE RUNNER TYPICAL SECTION

RUNNER INSTALLATION TYPICAL SECTION

CLStructure

CLStructure

(See Note 2)

Timber runner (Typ.)

(See Note 1)

Timber runner (Typ.)

Notes:

Clean deck surface and install new timber running planks.

and install new running planks.

Remove existing timber running planks. Clean deck surface2.

1.

TIMBER RUNNER LAYOUT

Stagger end joint plank length at bridge ends

8’-0’’ minimum plank length with odd

3’-0" min.

(Typ.)

Bridge end deck

Existing timber railing

Existing timber deck

Existing timber curb

Existing timber

1" = 1’-0"

A C

T U

A L F I L E R S

E R B

M S F

Y

B A

S E

T I

M B

E R

R U

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E R

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STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan WestonOA DW

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R06

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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.

EMA

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S .d concrete Face of existing

’’ Saw cut4

Depth of concrete repair determined in the field by the CO.

Depth of concrete rebars may vary. Removal areas will be

Location of concrete repair and cracking are approximate.

VERTICAL CONCRETE REPAIR

Existing reinforcement

Notes:

Existing reinforcement

HORIZONTAL CONCRETE REPAIR

concrete Face of existing

’’ Saw cut4

Depth of concrete repair

OVERHEAD CONCRETE REPAIR

Depth of concrete repair

’’ Saw cut4 concrete Face of existing

Existing reinforcement

CONCRETE REPAIR DETAILS - 1

depth of rebar allows

" Under cut all sides where2

Class A(AE) concrete Non-shrink grout or

Class A(AE) concrete Non-shrink grout or depth of rebar allows

" Under cut all sides where2

Class A(AE) concrete Non-shrink grout or

2.

1.

for additional information is destoryed, see "CONCRETE REPAIR DETAILS - 2" sheet

If bond between existing concrete and reinforcing steel

Not to scale top cut, where depth of rebar allows

’’ Under cut all sides, except2

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STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan WestonOA DW

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R07

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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.

EMA

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CONCRETE REPAIR DETAILS - 2

VERTICAL CONCRETE REPAIR

concrete Face of existing

’’ Saw cut4

’’ Min.2 top cut

’’ Under cut all sides except2

Existing reinforcement

Cathodic Anode

2’’ x 2’’, w2 x w2

Welded wire fabric

2’’ Min. clr.

surface

Existing concrete

Epoxy resin

CONCRETE CRACK REPAIR

(Typ.)

Injection port crack

Existing

Note:

Depth of concrete repair reinforcement

" min. clr. below4

OVERHEAD CONCRETE REPAIR

’’ Under cut all sides2

2’’ Min. clr. ’’ Saw cut4 concrete Face of existing

’’ Min.2 11Existing reinforcement

Cathodic Anode

2’’ x 2’’, w2 x w2

Welded wire fabric

’’ Under cut all sides2

2’’ Min. clr.

’’ Saw cut4 concrete Face of existing

’’ Min.2 11Existing reinforcement

Cathodic Anode

2’’ x 2’’, w2 x w2

Welded wire fabric

HORIZONTAL CONCRETE REPAIR

Depth of concrete repair reinforcement

" min. clr. above4 according to manufacture’s recommendations, as approved by CO.

Install Cathodic Anodes for corrosion protection on repair areas with machine bolts.

Fasten welded wire fabric to existing reinforcement/concrete

Notes:

determined in the field by the CO.

Depth of concrete rebars may vary. Removal areas will be

Location of concrete repair and cracking are approximate.

Not to scale

= 300 lbs.

direction. Min. pull out tension @ max. spacing of 1’-0" in each (length varies) with sleeve anchor

’’ dia. Galvanized machine bolt4

= 300 lbs.

direction. Min. pull out tension @ max. spacing of 1’-0" in each (length varies) with sleeve anchor

’’ dia. Galvanized machine bolt4

Class A(AE) concrete Non-shrink grout or

Class A(AE) concrete Non-shrink grout or

Class A(AE) concrete Non-shrink grout or

3.

2.

1.

= 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 and Crack Repair.

561- Structural Concrete Injection

Conform concrete crack repair to Section reinforcement

" min. clr. to4

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STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan WestonOA DW

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

x x x x x x

R08

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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.

EMA

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BRIDGE APPROACH SETTLEMENT REPAIR

SECTION A-APARTIAL PLAN AT APPROACH AND ABUTMENT END

’’ = 1’-0’’2 1Scale

4’-0", Full depth reconstruction

A A

Existing pavement

(match existing)

HACP surface course

(match existing)

HACP base course

Aggregate base (match existing) s lo p e t o d r a in m in

V a r ie s

Type II-A

Geotextile backfill

Granular 1’-0"

CL

1’-7"

Underdrain

(See Note 1) existing inlet or daylight at sideslope

4’’ Perforated underdrain connect to

4’-0"

Scale 1’’ = 1’-0’’

CLUnderdrain

Note:

1.Slope underdrain a min. of 2%.

As shown approach slab

Bridge or concrete approach slab

Bridge or concrete

Egde of roadway pavement depth existing pavement

Saw cut and remove full

1’-2"

A C

T U

A L F I L E R S

E R B

M S F

Y

B A

S E

B R

D

A P P

R S

E T

T L

R E P .D

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STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan WestonOA DW

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R09

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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.

EMA

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WEEP HOLE DETAIL

A

A

ELAVATION

Notes:

3.

2.

1.

to the CO for approval.

Submit details of the filter, including installations techniques, The sketch of the weep hole filter is for illustration only.

inside of the weep holes.

Remove all dirt, laitance, or other loose matter from manufacturer’s recommendations.

Install prefabricated weep hole filter according to the

SECTION A-A

Face of abutment

Face of abutment

Removable filter

Filter housing

CLWeep hole

Weep holeCL

No scale

A C

T U

A L F I L E R S

E R B

M S F

Y

B A

S E

W E

E P

H O

L E

D T .D

G N

STATE PROJECT

SHEET

NO.

REGION

SE

NPS

EMA Dan WestonOA DW

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION