Bridge Inspection Report.pdf

Inspection Date: 05/24/2023

Route: 209 Milepost: 0.2000 Structure No:

OVER

County, (Signature)

BRIDGE INSPECTION AND MANAGEMENT PROGRAM

RED RUN ARCH

MONONGAHELA NATIONAL FOREST

USDA FOREST SERVICE, REGION 9

092103000001042

ROAD BRIDGE INSPECTION REPORT

INSPECTION TYPE: ROUTINE

Upstream Profile View

INSPECTION TEAM LEADER: L. Weese

RED RUN ARCH RED RUN

U.S. DEPARTMENT OF AGRICULTURE

Randolph West Virginia

Structure Name: RED RUN ARCH Date: 5/24/2023

Route: 209 / Milepost: 0.2 Structure No.: 092103000001042

Compass

(direction approximate)

Bearing: 39 deg.

(Plan-view, No Scale)

ORIENTATION:

Components lateral to flow are counted from Left-to-Right; when viewed from Upstream, looking Downstream

… such as: Abutments, Piers, Floor-beams

Components in line with flow are counted from Upstream-to-Downstream; when following the flow direction

… such as: Girders, Abutment Posts, Pier Columns

See also Compass-rose for additional orientation; "N" positioned to approximate north orientation along Span in plan-view

… Compass-Bearing, if provided, shows approximate alignment sighting from CL-Abut1 to CL-Abut2

TERMS AND ABBREVIATIONS

A, or, ABUT: Abutment Suffix with ## numbering sequence per reference above

AL, or, ALUM: Aluminum

APPR: Approach roadway Suffix with ## numbering sequence per reference above

C, or, COL: Column Suffix with ## numbering sequence per reference above

CL: Centerline, centerline of roadway alignment or center axis along member-shape

D, or, DIA: Diaphragm Suffix with ## numbering sequence per reference above

DS: Downstream

EMB: Embankment

F, or FT: Footer

G, or, GR: Girder Suffix with ## numbering sequence per reference above

GL: Glued-laminated

P, or, AP: Abutment Post Suffix with ## numbering sequence per reference above

P, or, PI: Pile Suffix with ## numbering sequence per reference above

RP: Rail Post Suffix with ## numbering sequence per reference above

US: Upstream

R: Rock, substantial natural outcrop among otherwise small bedform material

RAP: Riprap, imported and shaped bank armoring

S: S-shape, steel member with applicable description

SB: Scupper Block Suffix with ## numbering sequence per reference above

TH: Thalweg, lowest point of streambed channel

TIE: Tie-rod, post tensioning rod joining members with prescribed stress-level

W: W-shape, steel member with applicable description

WW: Wing-Wall, angled section of abutment extending beyond shoulder for embankment retention

BRIDGE ORIENTATION AND REPORT ABBREVIATIONS

US A1 WW US A2 WW

DS A2 WWDS A1 WW

APPR 1 APPR 2

RP1 RP2

G 1

G 2 P2

P1

A B

U T

A B

U T

P

IE

R

P

IE

R

N

Structure Name: (8)Structure No:

(5D)Route:

Forest:

22.0

12.0

(45)No. Main Spans: 0

(46)No. Appr Spans: 0

No. Substrs: 0

Rating Date:

(41) Posting Status:

(70) Posting Capacity:

(31)Design Load: Yes/No Due

(63,65)Method of Load Rating: Freq. Date

Current Posting Signs Yes No N

Are weight limit signs required at each end? N

Correct Signage? N

Yes No Special Inspection Equipment Needed:

Type 3 (No Rating)

Type 3S2 (No Rating)

Type 3-3 (No Rating)

X

Date:

Inspection Team: Leader: Jurisdiction:

Weather: Latitude:

(9)Location: Str. Life Remaining

Inspection Done By: Inspection Done By Name:

Critical Findings:

Narrative Report: (Add additional sheets if necessary)

Misc. INFRA Data

State WEST VIRGINIA

County RANDOLPH

ADT 0

(34)Skew:

Substr Type:

(44B)Superstr Type:

Specialized Inspections Required

(23 CFR 650.303)

Correct Requirements?

Description:

0.2 MILES FROM US 219

Re-rating required ?

FS - Forest Service 0921

Inspection Template Revision Date: 04/08/2022

Recommended Inspection Frequency:

L. Weese

38.63243763

RED RUN

Infra data used for this report was pulled on: 4/8/2022 - R09

7:45 AM

(92A) Fracture Critical

(92B) Underwater

(92C) Special

HS20-44

Time Completed:05/24/2023 Time Started:

INSPECTION INFORMATION

J. Hise

Longitude: -79.87982403

FS

Verified

(102) Direction of Traffic

Substr Material:

USDA FOREST SERVICE, REGION 9

(11)Milepost: 0.2000

BRIDGE IDENTIFICATION AND LOCATION

092103000001042

MONONGAHELA NATIONAL FOREST

(32)Approach Roadway Width:

(48)Max Span:

(52)Deck Width out-out: 0.00(51)Roadway Width (Curb to Curb):

Security ID 0921GREENBRIER

14.00

BRIDGE DESCRIPTION and MEASUREMENTS

Monongahela National Forest District:

0.00

(27)Year Built:

(6)Feature Crossed:

RED RUN ARCH

8:41 AM

Sunny

Months Inspection Cost

(49)Overall Br Length:

Aggregate Surface Course

NBIS Bridge Opening:

99 00

Arch

(53)Vertical(47)Horizontal

1 LANE BRIDGE, 2-WAY TRAFFIC (28A) Lanes on the Structure 1

SPECIALIZED INSPECTIONS:

(43B)Superstr Type:

BRIDGE RATING SUMMARY:

(108A) Wearing

Surface:

(107)Deck StructureType:

(43A)Superstr Material:

(44A)Appr. Superstr Mat'l:

Structural Steel Plate

Structure Name: (8)Structure No:

(5D)Route:

Forest:

Development Status: Date:

DATA Safe

Vehicle Type Date Oper. Load

HL-93

HS20-44

Type 3

Type 3S2

Type 3-3

NRL

SU4

SU5

SU6

SU7

EV2

EV3

Permit 1

Permit 2

Permit 3

Permit 4

User Defined 1

User Defined 2

User Defined 3

User Defined 4

Special

Alt. Interstate

H Loading

Railroad

Uniform

Gross Load Only

Gross Load

Inv.

Safe

Posting

RED RUN ARCH 092103000001042

209 (11)Milepost: 0.2000

Method

Monongahela National Forest District: GREENBRIER Security ID 0921

EXISTING - ACTIVE Jurisdiction: FS - FOREST SERVICE 5/24/2023

RED RUN(6)Feature Crossed:

LOAD RATING DATA

MONONGAHELA NATIONAL FOREST

BRIDGE IDENTIFICATION AND LOCATION

CODE

Good

1. Select

2. Select

3. Select

4. Select

N/A N/A

* 1. Select

C1. Select

C2. Select

C3. Select

C4. Select

C5. Select

C6. Select

C7. Select

C0 Deck ADDITIONAL REMARKS Select

N/A

* 1. Girder Select

a. Girder Diaphragms Select

b. Girder Bracing Select

* 2. Select

* 3. Select

* 4. Select

a. Trusses Bracing Select

b. Trusses Chord Select

c. Trusses Portal Select

d. Trusses Vertical/Diagonal Select

C1. Select

C2. Select

C3. Select

C4. Select

C0 Superstructure ADD'L REMARKS Select

N/A *1. Select

*2. Select

*3. Select

*4. Select

*5. Select

*6. Select

*7. Select

*8. Select

*9. Select

*10. Select

*11. Select

*12. Select

*13. Select

*14. Select

*15. Select

*16. Select

*17. Select

*18. Select

C0 Substructure ADD'L REMARKS Select Also includes wingwalls connected to the superstructure above the beam seat.

Includes wingwalls integral with the abutment or the portion of the wingwall below the bearing seat.

Abutments Weep Holes

A B

U T

M E

N T

S

Abutments Footings/Sills

Abutments Wing Walls

Abutments Alignments

Abutments Bearing Seats

Abutments Settlement

Piers Bearing Seats

Piers Erosion or Scour

61. CHANNEL and CHANNEL PROTECTION:

Piers Piles and Bracing

Piers Columns or Walls

Piers Footings

P

IE

R S

Piers Settlement

Piers Alignment (Tiping, Tilting)

REMARKS

CONDITION CODES and REMARKS

Floor Beam

60. SUBSTRUCTURE:

Piers Caps

Abutments Caps

Abutments Backwalls

59. SUPERSTRUCTURE:

Sidewalks

Drains and Drainage

Rideability

Cleanliness

Utilities

Deck Joints

Curbs

Stringer

Abutments Erosion or Scour

Abutments Piles/Bracing

Bearing Devices

Paint

Trusses

Deflection Under Load

Vibration Under Load

Wearing Surfaces

Deck Slab/Panels/Joists

Overall Code for item reporting, in bold

58. DECK:

APPROACH CONDITION:

Surfacing

Shoulder Embankment

Roadway Embankment

Approach Settlememt

CODE REMARKS

CONDITION CODES and REMARKS

Overall Code for item reporting, in bold

1. Select

2. Select

3. Select

4. Select

5. Select

6. Select

C0 Channel ADD'L REMARKS Select

3 CRITICAL FINDING - MAY NEED LOAD POSTED

*1. Shape Select

Abut 2 - inlet side footer undermined +- 1 ft at corner. Keyway fully broken +-

28 ft with spalling throughout footer. Spalling with section loss throughout.

Footer broken and leaning in toward stream+- 22 ft. Easy to wash out with high flow.

*2. Select Abut 1 - spalling with effl throughout.

*3. Select both abut have rebar expose

*4. Select

5. Select

C0 Culvert ADD'L REMARKS Select

36. TRAFFIC SAFETY FEATURES:

36A. 0 36B. 0 36C. 0 36D. 0

1. Select

2. Select

72. APPROACH ROADWAY ALIGNMENT: 3

1. Select

2. Select

29. ROAD ADT 0

67. STRUCTURAL EVALUATION 3

68. DECK GEOMETRY: 6

69. UNDERCLEARANCE: 6

71. WATERWAY ADEQUACY: 4

113. SCOUR CRITICAL BRIDGES: 2

Other potential Critical Findings? Describe on Critical Findings Tab

Abutment and Pier Types:

Seams or Joints

Material Condition

Foundations

Headwall/Wingwall

Observed Lateral Movement

Clear Height

Channel Scour/Erosion

Channel Protection

Vegetation

Waterway Obstruction/Drift

APPRAISAL CODES and REMARKS

CONDITION of Elements

Vertical

A P

P R

A

IS

A L o f e le m e n ts

62. CULVERTS

Bridge Railing

Rail Transitions

Approach Guardrails

Approach Rail Ends

Signing

Object Markers

Horizontal

* Only items with asterisk are used in the determination of the overall condition rating for that category, e.g. Deck, Superstructure, Substructure. Other items should be rated and remarked on but NOT included in determining the overall category rating. Items enumerated using a C (ex. C1) should be commented on but not rated. See the FHWA Coding Guide for further information as to what is included in condition ratings.

Yes

Wall Type Abutment Stub- / Sill- Abutment Pier(s)

Show SI&A Sheet

Milepost: 0.2000 Structure No.:

Work Item

Category Detailed Work Item Description C.F.

Related

Inspection Routine bridge inspection every

2 years

Whole Bridge Bridge to be replace by GAOA

Channel Add 100 tons to each side

Wearing

Surface

Add additional aggregate 1oo ton

Traffic Safety

Features One Lane Bridge

Traffic Safety

Features Replace 4

Channel Clear waterway

Date:RED RUN ARCH

Route:

Structure Name:

092103000001042

05/24/2023

UnitWork Item Quantity

RECOMMENDED WORK ITEMS

6001003

8003002

Work Item

Code

9001002

8003001

6002001

Replace Bridge

Channel Protection / Add/Repair

Riprap

SF

CY

LSRoutine Bridge Inspection / Routine

Signing / Repair/Replace Approach

Signs

Signing / Repair/Replace Object

Markers

4EA

LS/B

EA

Repair Aggregate Surfacing

2HR

Waterway Obstruction/Drift /

Remove Debris/Vegetation

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Date:

Route: Milepost: Structure No:

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Near Approach, looking ahead

Far Approach, looking back

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Structure Topside View

Structure Underside View

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Upstream Elevation View

Downstream Elevation View

BRIDGE PHOTOS

Near Abutment Elevation, stream flow from "left"

Far Abutment Elevation, stream flow from "right"

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Stream View from Structure, looking downstream

Stream View from Structure, looking upstream

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Abutment 1 Tilting

Exposed Rebar

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Spalling Along Substructure

Spall on Abut 1

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

BRIDGE PHOTOS

Seperation of substructure

Bent Structure

BRIDGE PHOTOS

Abut 2 Tilting

Abut 2 Tilting

Structure Name: RED RUN ARCH 05/24/2023

209 0.2000 092103000001042

Route: Milepost: 0.2000

Structure Name:

RED RUN ARCH 05/24/2023

Structure No: 092103000001042

BRIDGE SKETCHES