Plans - NC NP BLRI BR 5140-091P.pdf

U.S. ROUTE 421 BRIDGE

SCHEDULE A

existing

Match

Parkway

Blue Ridge

LB

existing

Match

MILL AND OVERLAY

1657+61.88 to 1658+61.80

Travel lane

11' 11'

Travel lane existing

Match

Parkway

Blue Ridge

LB

existing

Match

MILL AND OVERLAY

1662+25.64 to 1663+25.64

Travel lane

11' 11'

Travel lane

3'

Shoulder

3'

Shoulder

Existing stone masonry guardwall

Existing stone masonry guardwall

Existing stone masonry guardwall

Existing stone masonry guardwall

Aggregate-topsoil, 4-inch depth

4-inch depth

Aggregate-topsoil, on all disturbed areas excluding paved areas.

4. Provide and place 4-inch aggregate-topsoil and turf establishment

3. Apply tack coat between successive lifts of pavement.

2. Construct pavement transitions according to Detail E401-01.

when it meets design and drainage requirements.

as approved by the CO. Match existing roadway superelevation only achieve positive drainage and acceptable pavement surface roughness,

1. Correct deficient cross slope and make necessary adjustment to Existing paved waterway Existing paved waterway

Asphalt pavement milling, 2-inch to 3-inch depth

Asphalt pavement milling, 2-inch to 3-inch depth

Tack coat

See Note 3

3-inch depth (2 equal lifts)

Asphalt concrete pavement Type 1 (3/8-inch NMSA), Tack coat

See Note 3

3-inch depth (2 equal lifts)

Asphalt concrete pavement Type 1 (3/8-inch NMSA), NO SCALE

Existing ground (typ.)

Existing ground (typ.)

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 421 BRIDGE

SCHEDULE A

BLUE RIDGE PARKWAY

NOTES:

:2

P

M

O c to b e r

U n ti tl e d

S h e e t

P R

O J E

C T

S \b lr i\

-0

P

\H W

Y

D E

S \C

A D

D \B

N

C N

P B

L R

I

-0

P ty p

.d g n

TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

B01

NPS Drwg No. 601/194867 NPS PMIS No. 336000

NC NP BLRI BR 5140-091P

U.S. DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 421 BRIDGE

SCHEDULE A

BLUE RIDGE PARKWAY

:1

A c to b e r

D e s ig n I n tl

F fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\

-0

P

\H W

Y D

E S

\C A

D D

\C .d g n

TABULATION OF QUANTITIES

PROJECT

C01

Sheet 1 of 3

U.S. DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 421 BRIDGE

SCHEDULE A

BLUE RIDGE PARKWAY

:0 c to b e r

C o n s tr u c ti o n S ig n s fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\

-0

P

\H W

Y

D E

S \C

A D

D \C

-C

-C

N

C N

P B

L R

I

-0

P q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C02

Sheet 2 of 3

U.S. DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 421 BRIDGE

SCHEDULE A

BLUE RIDGE PARKWAY

:1

J u ly

C o n s tr u c ti o n S ig

P R

O J E

C T

S \b lr i\

-0

P

\H W

Y D

E S

\C A

D D

\C -C

-C

N

C N

P B

L R

I -0

P q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C03

Sheet 3 of 3

U.S. DEPARTMENT OF TRANSPORTATION

US ROUTE 421 BRIDGE

SCHEDULE A

BLUE RIDGE PARKWAY

:0 c to b e r

C o n s tr u c ti o n S ig fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\

-0

P

\H W

Y

D E

S \C

A D

D \C

-C

-C

N

C N

P B

L R

I

-0

P q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C04

Erosion and Sediment Controls or 1-202-267-2675.

Report spills large enough to discharge to surface water to the National Response Center (NRC) at 1-800-424-8802-waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance-

Collect and store all waste in dumpsters, or in metal or plastic drums as appropriate.

Solid waste resulting from the construction will consist of construction debris, garbage, and empty containers.-

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging areas.-

Cover stockpiled soil with plastic or surround it with silt fence.

Stockpile topsoil stripped from the construction area in an area that will not interfere with construction phases.-

In general, preserve existing vegetation, trees, and shrubs.-of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain regularly all mechanized equipment used in or near surface waters to prevent contamination-

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.-measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control-

Do not allow construction vehicles to track sediment outside the project limits.-

Do not drive construction equipment across flowing waterways.-type, size, or location of any control or practice without prior approval from the CO.

Install all erosion and sediment control measures as directed by the Contracting Officer (CO). Do not modify the-

Employ temporary stabilization practices in incremental stages as construction proceeds.-control.

control measures with roadway activities to assure economical, effective, and continuous erosion and sediment erosion, particularly at the toe of fills. Coordinate the installation, use, and removal of erosion and sediment

Install fiber roll according to Detail E157-04 in all areas of ground disturbance where sheet flow may cause-

Requirements.

Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24 and in the Special Contract

Erosion Control and Turf Establishment measures listed in this narrative are defined and outlined in the Standard

Stabilize all areas that are disturbed due to the removal of sediment control devices.-

Remove silt fence after all upslope areas are stabilized and vegetation is well established.-

Remove all devices used for dewatering.-

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized riprap slopes.-vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas where-permanently stabilize disturbed areas:

After the completion of roadway construction and culvert replacement, do the following as directed by the CO to

5000 (1 to 2 inch mat)Straw

Rate (pounds per acre)Mulch

In accordance with the Special Contract Requirements, apply mulch at the following rates:

68 Total Seed

25German or Browntop Millet

4Switchgrass

6Indiangrass

8Big Bluestem

25Kentucky Bluegrass

May 1 August 30

Total Seed 78

35 Rye Grain

4Switchgrass

6Indiangrass

8Big Bluestem

25Kentucky Bluegrass

September 1 April 30

Rates (pounds per acre)Name of Seed

Seeding Seasons and

In accordance with the Special Contract Requirements, apply seed at the rates for each season as stated below:

acres as a result of this project. The area will be prepared for turf establishment with topsoil and mulch.X.XStabilize

VEGETATIVE STABILIZATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

The Runoff Coefficient of 0.90 will remain the same prior to and after construction.

No new impervious surface will be created by this project.

approximately 0.02 acres.

Soil disturbing activities will mainly include roadway grading. The total disturbed area for the project is

The receiving water is South Fork New River.

concrete pavement, and other miscellaneous work.

removal of concrete pavement (micro milling), asphalt pavement milling, waterproofing membrane, asphalt

This project consists of repair concrete, concrete crack repair, clean and reseal joints, repoint stone masonry, Project Description

Remove all other perimeter controls.-

Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.-where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas-

Finish grading and apply permanent turf establishment to any remaining disturbed areas.-

After completion of roadway construction do the following as directed by the CO:

Phase III FINAL CONSTRUCTION / STABILZIATION the CO.

Apply temporary turf establishment to stockpiles remaining in place longer than 14 days, or when directed by

Do not allow ponded water to encroach into the travel lanes.

runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm according to Section 625.

As soon as practical, but not to exceed 7 days, apply permanent turf establishment to the finished slopes or as directed by the CO.

Apply temporary turf establishment in completed disturbed areas that will remain exposed for over 7 days, Phase II Intermediate Controls erosion problems.

The CO may direct the installation of certain controls in order to forestall or mitigate potential or existing construction limits.

does not leave the project site. Perimeter controls include fiber rolls and other approved measures outside the Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspection.

Fiber roll: Inspect weekly and after each runoff event. Remove sediment deposits from the fiber roll when it during wet weather. Repair or replace any damaged measures by the end of the day.

erosion control measures once every 7 days and within 24 hours after a rain of 0.25 inches or more, and daily Section 157, the details shown in the plans, and the individual permitting requirements. Check and maintain Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices according to

MAINTENANCE AND INSPECTION PROCEDURES

:5

J u ly

D

P

R O

J E

C T

S \b lr i\

-0

P \H

W Y

D

E S

\C A

D D

\M

N C

N P

B L

R I

-0

P e s c n a rr a ti v e

.d g n

CONTROL NARRATIVE

EROSION AND SEDIMENT

D

P

R O

J E

C T

S \b lr i\

-0

P \H

W Y

D

E S

\C A

D D

\M

N C

N P

B L

R I

-0

P e s c n a rr a ti v e

.d g n

PROJECT

M01

ONE

W

AY

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

P K

.4

.5

.9

R E

B A

R

.8

.8

.5

R E

B A

R

.9

.0

.1

R E

B A

R

.9

.2

.7

R E

B A

R

.5

.5

.1

N A I L

.2

.4

.4

N A I L

.7

.4

.0

C o d e

E le v a ti o

E a s ti g

N o r th in g

N a m

R O J E

C T C

O N

T R

O L P

O I N

T S L I S

T

P r o je c t B

L R I f1

G e o id M o d e l G

E I O

D

C o n u s

V e r t.

D a tu m N

A V

D

H o r

D a tu m N

A D

C o n u s

Z o n e N o r th C a r o li n a

C o o r d in a te S y s te m U

S S ta te P la n e

P R

O J E

C T C

O O

R D I N

A T

E S

Y S

T E

M

L a t.

.1

N

L o n g .7

W

D I D I

D I

D I

N C

D O

T

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

NST T

RAIL

CRES

TOFT

HEBLR

I

LE

D31

42DEEP

GAP

1 -

1.8'H X 1.5'W

OPENING

STONE HEADW

ALL

N

Begin 4" SSW, Type B, 1658+47

W16-4P signs

Install W11-2 and

W16-4P signs

Install W11-2 and

1662+34, 1662+18

End 4" SSW, Type B, 4" DSY, Type B

Begin 4" SSW, Type B, 1658+77

NEXT

1000 FT

NEXT

1000 FT

Existing sign to remain to remain

Existing sign

Existing sign to remain

Existing sign to remain

Existing sign to remain

U.S. DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 421 BRIDGE

BLUE RIDGE PARKWAY

SCALE IN FEET

0 50 100

BEGIN WORK

1657+61.88

N= 0.0000

E= 0.0000

END WORK

1663+25.64

N= 911,562.8094

E= 1,262,882.1041

Blue Ridge Parkway

U .S

H w y

ONEWAY STOP

B e n M ille r R d

Blue Ridge P kwy Access

O x

Ca rt R d

Deep Gap

ELEV. 3142 ft

CREST OF THE

BLUE RIDGE

BOONE

WILKESBORO

MST TRAIL

:1

S e p te m b e r

P

M Y

P la n

S h e t]

P R

O J E

C T

S \b lr i\

-0

P

\H W

Y

D E

S \C

A D

D \P

N

C N

P B

L R

I

-0

P p tc

.d g n

AND SIGNING PLAN

PAVEMENT MARKING

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P P01

Existing Manhole 15

Existing Top Slab Reinforcement 2 14

Existing Top Slab Reinforcement 1 13

Existing Abutment 2 Reinforcement 12

Existing Abutment 1 Reinforcement 11

Concrete Repair Details 10

Joint Details 9

Typical Section at South Approach 8

Typical Section 7

Pier 6

Abutment 2 5

Abutment 1 4

Reflective Superstructure Underside 3

Plan and Elevation 2

General Notes and Index 1

SHEET TITLESHEET NO.

INDEX OF BRIDGE PLAN SHEETS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RG / BRP NO.DATEBRIDGE PLAN SHEETSCALEPROJECT TEAM LEADCHECKED BYDRAWN BYDESIGNED BY

September 2025 Christopher NegleyMBDLDL

REVISIONSBYDATENO.

BRP-1357

STRUCTURE NO.

STRUCTURE NAME

FEATURES INTERSECTED LOCATION

BLUE RIDGE PARKWAY5140-091P U.S. ROUTE 421 BRIDGE BLUE RIDGE PARKWAY OVER U.S. ROUTE 421

1 of 15Not to scale

GENERAL NOTES AND INDEX

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

R01

GENERAL NOTES:

Field verify all dimensions.

CONSTRUCTION:

Provide reinforcing steel conforming to AASHTO M 31 (ASTM A615), Grade 60 deformed.

Reinforcing Steel:

days.

= 5000 psi at 28 c

Provide Class HES concrete for concrete repairs on deck and all other locations , f'

= 2200 psi at 28 days.c

Provide elastomeric concrete for joint repairs, f' days.

= 4500 psi at 56 c

Provide Service Life Design Concrete for concrete repairs at abutments and pier, f'

Structural Concrete:

MATERIALS:

Structural Backfill: 125 pcf

Stone Masonry: 170 pcf

Bituminous Wearing Surfaces: 140 pcf

Concrete: 150 pcf

Dead Load:

Traffic: AASHTO MS18 HS20-44

Live Load:

DESIGN LOADS:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24.

Construction:

Joint replacement and concrete repairs: AASHTO LRFD Bridge Design Specifications, 9th Edition, 2020.

Existing structure: Standard Specifications for Highway Bridges AASHTO 1996.

Design:

SPECIFICATIONS:

SCOPE OF WORK:

Remove existing manhole and install new manhole.-

Clean and repoint stone masonry.-

Reset loose stones at southwest wingwall.-parapets.

Remove and replace expansion joints on deck and stone masonry -asphalt overlay in 1.5-inch lifts.

install spray-applied waterproofing membrane, and place 3-inch cracks on deck, use hydrodemolition according to Section 559, Micro mill the existing 2-inch concrete overlay, repair concrete and -

Repair cracks at pier.-

Repair deteriorated concrete at abutments and pier.-

SCHEDULE A:

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I

-0

P

G N

.D G

2 of 151" = 20'

PLAN AND ELEVATION

(Looking East)

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R02

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

Abut. 1

Begin Bridge

L Pier

End Bridge

Abut. 2

Face of backwall

C

N

PLAN

ELEVATION

"4 112'-1

"8 157'-7

"2 1101'-4

"4

168'-1

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

P

E .D

G N

Face of backwall

"4 -Bridge Length: 269' 6 proposed pavement grade.

Set manhole cover at the and install new manhole.

Remove existing manhole

C Structure

(do not disturb)

Scupper

CL

(See Note 1) expansion joint (Typ.)

Remove and replace deck from stone masonry

Clean efflorescence and stalactites overlay in 1.5-inch lifts.

waterproofing membrane, and place 3-inch asphalt according to Section 559, install spray-applied concrete and cracks on deck, use hydrodemolition

Micro mill the existing 2-inch concrete overlay, repair

Perform the following on deck and approach slabs:

expansion joint (Typ.)

stone masonry

Remove and replace

Reset 2 loose stones

(approx. 335 LNFT)

Repoint outer stone masonry

"8

16'-4

Measu red a long

C Blu e Rid ge P arkway

CL Approach slab

Approach slab

Clean water staining from stone masonry

Legend:

- Stone Masonry approach slabs (Typ.)

joints at the end of

Install asphalt expansion

Notes:

installation of the expansion joint seals.

Clean abutment bearing seats of construction debris after the 2.

repairs are complete.

Do not install expansion joint seals until abutment concrete 1.

3 of 151" = 20'

UNDERSIDE

REFLECTIVE SUPERSTRUCTURE OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R03

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

Notes:

PLAN

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

D e c k U n d e rs id e .D

G N

Face of backwall

Abut. 1

Begin Bridge

C Pier

Abut. 2

Face of backwall

N

CL125' (Ty p.)

90' (Typ.)

Notes:

Subsection 572.06(d) and as directed by the CO.

Epoxy coat all exposed reinforcement according to 4.

concrete repairs.

inch in width as 4 width. Treat cracks more than inch in 16

Do not repair cracks equal or less than 3.

surface area.

Do not repair spalls less than 0.25 square feet in 2.

DETAILS"

Repair concrete as shown on "CONCRETE REPAIR 1.

"4

168'-1 "2

1101'-4

Legend:

- Crack

4 of 15" = 1'-0"8

ABUTMENT 1

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R04

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

ABUTMENT 1 PLAN

ABUTMENT 1 SOUTHWEST ELEVATION

N Notes:

DETAILS"

Repair concrete as shown on "CONCRETE REPAIR 3.

until the concrete has achieved 80% f'c.

the bearing impacted by the concrete repair stage

Do not allow traffic or construction equipment over 2.

existing mortar color, dimension, and finishing.

directed by the CO. Provide mortar matching

Repoint masonry according to Section 620 and as 1.

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

A b u t1

.D G

N

(approx. 30 LNFT)

Repoint stone masonry

Notes 2 and 3).

the sequence indicated (See

4 seperate stages following abutment. Repair concrete in

8" throughout entire face of

Repair concrete to a depth of

Construction joint (Typ.)

2 4 31

Legend:

- Concrete Repair

- Stone Masonry width of the abutment step (Typ.)

Match repair stage width to the

5 of 15" = 1'-0"8

ABUTMENT 2

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R05

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

ABUTMENT 2 PLAN

ABUTMENT 2 NORTHEAST ELEVATION ABUTMENT 2 SOUTHWEST ELEVATION

N

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I

-0

P

A b u t2

.D G

N

(approx. 100 LNFT)

Repoint stone masonry (approx. 80 LNFT)

Repoint stone masonry

Notes 2 and 3).

the sequence indicated (See

4 separate stages following abutment. Repair concrete in

8" throughout entire face of

Repair concrete to a depth of

Construction joint (Typ.)

Notes:

DETAILS"

Repair concrete as shown on "CONCRETE REPAIR 3.

until the concrete has achieved 80% f'c.

the bearing impacted by the concrete repair stage

Do not allow traffic or construction equipment over 2.

existing mortar color, dimension, and finishing.

directed by the CO. Provide mortar matching

Repoint masonry according to Section 620 and as 1.

3 1 24

Legend:

- Concrete Repair

- Stone Masonry width of the abutment step (Typ.)

Match repair stage width to the

6 of 15" = 1'-0"8

PIER

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R06

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

PIER PLAN

PIER SOUTHWEST ELEVATION PIER NORTHEAST ELEVATION

N Notes:

Subsection 572.06(d) and as directed by the CO.

Epoxy coat all exposed reinforcement according to 5.

repairs.

inch in width as concrete 4

Treat cracks more than inch in width. 16

Do not repair cracks equal or less than 4.

area.

Do not repair spalls less than 0.25 square feet in surface 3.

DETAILS"

Repair concrete as shown on "CONCRETE REPAIR 2.

dimension, and finishing.

by the CO. Provide mortar matching existing mortar color, Repoint masonry according to Section 620 and as directed 1.

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I

-0

P

P ie r.

D

G N

Legend:

- Concrete Repair

9'-0"

2'-0"

1'-6"

9'-0"

9'-0"

F u ll h e ig h t

2'-0"

(approx. 40 LNFT)

Repoint stone masonry

(approx. 225 LNFT)

Crack injection Crack injection (approx. 300 LNFT)

- Stone Masonry

(North elevation)

7 of 15" = 1'-0"2

TYPICAL SECTION

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R07

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

TYPICAL SECTION

Notes:

prior to asphalt placement.

after spray-applied waterproofing membrane, Install tack coat according to Section 412 7.

the CO.

to Subsection 572.06(d) and as directed by

Epoxy coat all exposed reinforcing according 6.

in width as concrete repairs.

inch 4 inch in width. Treat cracks more than

Do not repair cracks equal or less than 5.

feet in surface area.

Do not repair spalls less than 0.25 square 4.

REPAIR DETAILS" sheet.

Repair concrete as shown on "CONCRETE 3.

to Subsection 203.05A.

Remove concrete by micro milling according 2.

membrane according to Section 559.

Install spray-applied waterproofing 1.

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I

-0

P

T y p S e c t.

D G

N

11'-7"±"±2

5'-6"±2

5'-611'-7"±

L StructureC L Girder (Typ.)C

NEAR PIER & ABUTMENTSNEAR MIDSPAN

(Typ.)

Concrete core 7.00%

2'-0"

35'-7"

2'-0"31'-7"2'-0" masonry (Typ.)

stalactites from stone

Remove efflorescence and

3-inch asphalt overlay in 1.5-inch lifts.

spray-applied waterproofing membrane, and place hydrodemolition according to Section 559, install repair concrete and cracks on deck, use

Micro mill the existing 2-inch concrete overlay, Notes 1 and 7) membrane and tack coat (See

Spray-applied waterproofing

Legend:

- Stone Masonry

(See Notes 1 and 7) (Typ.)

up the side wall at the gutter line membrane and tack coat 3-inches

Extend spray-applied waterproofing

(approx. 150 LNFT)

Repoint inner stone masonry

(approx. 150 LNFT)

Repoint inner stone masonry

(North elevation near stub abutment shown, near abutment similar)

8 of 15" = 1'-0"2

APPROACH

TYPICAL SECTION AT SOUTH OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R08

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

TYPICAL SECTION (AT SOUTH APPROACH)

Notes:

Dimension measured perpendicular to beam.* asphalt placement.

spray-applied waterproofing membrane, prior to

Install tack coat according to Section 412 after 7.

and as directed by the CO.572.06(d)Subsection

Epoxy coat all exposed reinforcing according to 6.

concrete repairs.

inch in width as 4 width. Treat cracks more than inch in 16

Do not repair cracks equal or less than 5.

surface area.

Do not repair spalls less than 0.25 square feet in 4.

DETAILS" sheet.

Repair concrete as shown on "CONCRETE REPAIR 3.

Subsection 203.05A.

Remove concrete by micro milling according to 2.

according to Section 559.

Install spray-applied waterproofing membrane 1.

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I

-0

P

T y p S e c tS o u th A p p r.

D

G N

L StructureC L Girder (Typ.)C

(Typ.)

Stone masonry girder (Typ.)

Prestressed

(Typ.)

Concrete core

4'-0"*"*4

6'-2"*8

6'-10"*8

6'-10"*8

6'-10"*8

3'-4

East wall

West wall in 1.5-inch lifts.

membrane, and place 3-inch asphalt overlay

559, install spray-applied waterproofing use hydrodemolition according to Section overlay, repair concrete and cracks on deck, Micro mill the existing 2-inch concrete

Notes 1 and 7) membrane and tack coat (See

Spray-applied waterproofing

7.00% masonry (Typ.)

stalactites from stone

Remove efflorescence and

Legend:

- Stone Masonry

(See Notes 1 and 7) (Typ.)

up the side wall at the gutter line membrane and tack coat 3-inches

Extend spray-applied waterproofing

"16

1"16

12""16

2"16

2Abut. 2

"16

1"8

12""8

2"16

2Abut. 1

8070605040

Temperature at Installation (°F)

Joint "D"

Location of

JOINT SETTING TABLE

9 of 15As shown

JOINT DETAILS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R09

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

J o in t D e ta il s .D

G N

Notes:

"2

Anchorage @ 12" O.C.

" Dia. x 6" Concrete 2

(Do not damage existing rebar)

Limits of concrete removal

T y p

Top of asphalt overlay

JOINT PLAN VIEW

= 1'-0""4

Scale:

Scale: 3" = 1'-0"

SECTION A-A

Scale: 3" = 1'-0"

B

B

A A

A A

C Expansion joint

VIEW B-B

= 1'-0"3"Scale:

CL

C Expansion jointCL

Inside parapet face

Outside parapet face

Stone masonry

Steel edge beam

Top of overlay

Scale: 3" = 1'-0"

VIEW C-C

Stone masonry as approved by the CO)

(color to match mortar joints supported silicone joint seal

Pre-compressed foam-

49.10° (Abutment 2) 50.52° (Abutment 1)

51.80° (Abutment 2) 48.55° (Abutment 1)

C C concrete as approved by the CO) joint seal (color to match adjacent

Pre-compressed foam-supported silicone

Field splice location silicone joint seal

Pre-compressed foam-supported

STEEL JOINT ARMOR

Scale: 3" = 1'-0"

Replace concrete joints before installing asphalt overlay.7.

concrete color.

with integrally colored elastomeric concrete matching existing

Replace all concrete removed for expansion joint installation 6.

recommendations.

Install joint as shown and according to the manufacturer's f.

debris, and remove laitance with oil-free compressed air.

Remove existing joint material, clean joint opening of e.

determine seal size for parapets.

Coordinate with the manufacturer's representative to d.

approval.

Submit the measurement and calculations to the CO for c.

uncompressed size of seal.

expected bridge movement to determine the needed

Field measure deck joint opening width and calculate the b.

oversee the installation.

Provide an authorized manufacturer's representative to a.

5. Pre-compressed foam-supported joint sequence of work:

recommendations.

Subsection 712.01(h) and install according to manufacturer's compressed foam-supported joint seal conforming to

Provide pre-conforming to ASTM A108 and ASTM A153.

A709, Grade 50, and ASTM A153. Provide galvanized studs

Provide galvanized steel locking rails conforming to ASTM 4.

Install a continuous expansion joint seal. 3.

Verify dimensions before fabrication of expansion joint seal.2.

expansion joint system shown.

Remove existing expansion joint assemblies and replace with 1.

Legend:

- Stone Masonry

Scale: 3" = 1'-0"

ASPHALT EXPANSION JOINT

Approach slab

"2 pavement

Saw cut asphalt

Asphalt pavement

Joint filler material

- Asphalt

C JointCL beads and silicone band

Field-applied silicone corner

Factory-applied silicone coating

Epoxy adhesive (Typ.)

(Typ.)

Existing concrete

Impregnated foam

1'-0""D"1'-0"

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

M

P R

O J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

C o n c re te R e p a ir

D e ta il s .D

G N

/1

/2

Not to Scale surface

Existing concrete

CONCRETE CRACK REPAIR

(Typ.)

Injection port crack

Existing concrete

Face of existing material

Concrete repair

Existing concrete

Galvanic anode

Existing reinforcing steel

GALVANIC ANODE INSTALLATION DETAIL

(when applicable) mortar pocket

Low-resistivity

Notes:

2'' x 2'', W2 x W2

Steel welded wire reinforcement

OVERHEAD CONCRETE REPAIR VERTICAL CONCRETE REPAIR

x x

Class HES concrete Shotcrete or

Class HES concrete

Shotcrete or

2'' x 2'', W2 x W2

Steel welded wire reinforcement

HORIZONTAL CONCRETE REPAIR

Class HES concrete

Shotcrete or

Anode Depth of concrete repair

'' Min.2 clr.

2'' Min.

concrete

Face of existing

'' Saw cut4 concrete

Face of existing

'' Saw cut4

2'' x 2'', W2 x W2

Steel welded wire reinforcement

Min.

''2

2'' Min. clr.

Anode

Depth of concrete repair

= 300 lbs.

direction. Min. pull out tension

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

(length varies) with sleeve anchor

'' Dia. stainless steel machine bolt

1" Min. clr. below reinforcing steel top cut

'' Under cut all sides except2 x x x x concrete

Face of existing

'' Saw cut4

" Min.2

Anode

Existing reinforcing steel

Existing reinforcing steel steel

Existing reinforcing reinforcing steel

1" Min. clr. above reinforcing steel

1" Min. clr. to

'' Under cut all sides2

Depth of concrete repair

= 300 lbs.

direction. Min. pull out tension

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

(length varies) with sleeve anchor

'' Dia. stainless steel machine bolt4

= 300 lbs.

direction. Min. pull out tension

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

(length varies) with sleeve anchor

'' Dia. stainless steel machine bolt4

2'' Min. clr.

adhesive

Epoxy resin

CONCRETE REPAIR DETAILS

(See Note 4)

Do not permit debris to enter travel lanes.7.

Repair concrete cracks according to Section 561.6.

secure to concrete with machine bolts as needed.

Fasten welded wire fabric to existing reinforcement, and 5.

to a depth of 8" from the face of existing concrete.

For vertical concrete repairs on abutments, remove concrete 4.

For shallow repairs, see Subsection 572.06(b).3.

Repair concrete according to Section 572.2.

sounding throughout the concrete surface.

concrete (cracked, hollow-sounding, and spalled). Perform

For the pier and deck, locate and repair all deteriorated 1.

R10

11 of 15Not to scale

REINFORCEMENT

EXISTING ABUTMENT 1 OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R11

FOR INFORMATION ONLY

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

E x is ti n g A b u tm e n t

.D

12 of 15Not to scale

REINFORCEMENT

EXISTING ABUTMENT 2 OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R12

FOR INFORMATION ONLY

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

E x is ti n g A b u tm e n t

.D

13 of 15Not to scale

REINFORCEMENT 1

EXISTING TOP SLAB OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R13

FOR INFORMATION ONLY

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

E x is ti n g T o p S la b R e in fo rc e m e n t

.D

14 of 15Not to scale

REINFORCEMENT 2

EXISTING TOP SLAB OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R14

FOR INFORMATION ONLY

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I

-0

P

E x is ti n g

T o p S la b

R e in fo rc e m e n t

.D

15 of 15Not to scale

EXISTING MANHOLE

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R15

FOR INFORMATION ONLY

PROJECT

NUMBER

SHEET

NC NP BLRI BR 5140-091P

NPS Drwg No. 601/194867PMIS No. 336000

/1

/2

M

P

R O

J E

C T

S \b lr i\

-0

P

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

N

C N

P B

L R

I -0

P

E x is ti n g M a n h o le

.D

(See Table)

Device Spacing

VARIABLE

(WORK SPACE)

TYPICAL APPLICATION: ONE WAY, TWO LANE ROADWAY, CLOSING ONE LANE

36'' x 36''

W20-1 36'' x 18''

G20-2

2600'

36'' x 36''

W20-1

36'' x 18''

G20-2

(ADVANCE WARNING AREA)

TAPER LENGTH 100' 500'

arrow panel

Advance warning

1600' 1000'

Traffic flow

Traffic flow

Approach speed based on the regulatory posted speed, not the advisory speed.*

SPACE

BUFFER

See Note 2

Channelizing Devices

(See Table)

(MPH)

SPEED

APPROACH

WORK AREA

TAPER AREA

LANE WIDTH (LNFT)

MINIMUM TAPER LENGTH (LNFT)

SPACING (LNFT)

CHANNELIZING DEVICE

(min.)

100'

24'' x 24''

W13-1P

36'' x 36''

W20-5

36'' x 36''

W4-2

36'' x 36''

W20-5

24'' x 24''

W13-1P 36'' x 36''

W4-2

LENGTH AND SPACING TABLE

See Note 4

Temporary 4" solid edge stripe

See Note 4 marking as required

Remove conflicting pavement m in

S e e N o te

NOTES:

specified in Section 156.

Use minimum width shown unless otherwise place edge stripe as shown.

days) remove conflicting pavement markings and lane is continuously closed for more than three

For long-term operations (operations where the closure signs.

closure, substitute W20-5 and W4-2 left lane

Right lane closure is shown. For left lane cones, type A in the work area as approved.

for a day or less, drums may be substituted with

For operations that require a lane closure conditions as approved.

control devices may be changed to fit field

Final location and spacing of temporary traffic

5.

4.

3.

2.

1.

WORK

ROAD

1 MILE

CLOSED

MILE2

RIGHT LANE

XX

MPH

WORK

ROAD

1 MILE

CLOSED

MILE2

RIGHT LANE

XX

MPH

ROAD WORK

END

ROAD WORK

END

NO SCALE

APPROVED FOR USE

FP-24, FP-14

EFLHD DETAIL

:4

S e p te m b e r

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\

-0

P \H

W Y

D

E S

\C A

D D

\S td

-D e t\ S

E

-0

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

E635-05

06/2024

PROJECT

S05

NO SCALE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

Traffic flow

Traffic flow

ROAD WORK

END

STOP

HERE ON

RED

xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

STOP

HERE ON

RED

ROAD WORK

END

(optional) light warning

Type B

See Note 5

STOP LINE

See Note 5

STOP LINE

See Note 2

Temporary traffic signal

See Note 2

Temporary traffic signal

Channelizing devices it has two signal faces that are at least 8 feet apart and meets the other

50' - 100'50' - 100'

40' - 180'

See Note 7

10' min.

40' - 180'

NOTE:LENGTH AND SPACING TABLE

SIGN SPACING TABLE

8.

7.

6.

5.

4.

3.

2.

1.

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to those the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD WORK be used for stop lines and no-passing pavement markings.

stop line that comply with the MUTCD. Removable pavement markings may the work space and the stop line. Add no-passing lines in advance of the

Remove existing conflicting pavement markings and raised markers between

For paved roadway surfaces, install stop lines complying with the MUTCD.

qualified engineer.

approved. If signals are moved, determine revised signal timing using a

Final location and spacing of devices may be changed to fit field conditions as or automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually requirements of the MUTCD. Establish signal timing using a qualified

Install and operate temporary traffic control signals in accordance with the requirements of the MUTCD.

See Note 6

G20-2

W3-3

R10-6

See Note 6

W20-1 W20-4

(optional)

W13-1P

(optional)

W1-4R

R10-6

See Note 6

G20-2

(See Length and Spacing Table) VARIABLE TERMINATION AREA

ABUFFER SPACE TAPER AREA

(optional)

WORK SPACE

(optional)

BUFFER SPACETAPER AREAABC

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 5 Device spacing

Spacing Table)

(See Length and

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

ROAD TYPE

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

SIGNS IN FEET

MPH

FEET

SPACING IN FEET

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-9

FP-24, FP-14

2/2024

FLH STANDARD

:4

S e p te m b e r

S td f h f l1 f il e s e r v e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\

P \H

W Y

D

E S

\C A

D D

\S td

D e t\

S

S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

S06