Attach H - TEA CREEK CAMPGROUND BRIDGE ROUTINE INSPECTION 2022-08-18.pdf

Inspection Date: 08/18/2022

Route: 135 Milepost: 0.0500 Structure No:

OVER

County, (Signature)

BRIDGE INSPECTION AND MANAGEMENT PROGRAM

U.S. DEPARTMENT OF AGRICULTURE

Pocahontas West Virginia

INSPECTION TYPE: ROUTINE

Upstream Profile View

INSPECTION TEAM LEADER: A. Taylor

WILLIAMS RIVER WILLIAMS RIVER

WILLIAMS RIVER

MONONGAHELA NATIONAL FOREST

USDA FOREST SERVICE, REGION 9

092104000001010

ROAD BRIDGE INSPECTION REPORT

Structure Name: WILLIAMS RIVER Date: 8/18/2022

Route: 135 / Milepost: 0.05 Structure No.: 092104000001010

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

RP

RP2

G

G

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:

111.0

13.5

(45)No. Main Spans: 5

(46)No. Appr Spans: 0

No. Substrs: 6

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

Type 3S2

Type 3-3

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 POCAHONTAS

ADT 0

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

Wall Abutment

Posted For Load Or Other Restrictions

30.0 - 39.9% Below

SPECIALIZED INSPECTIONS:

(43B)Superstr Type:

BRIDGE RATING SUMMARY:

Not Applicable (108A) Wearing

Surface:

(107)Deck StructureType:

(43A)Superstr Material:

(44A)Appr. Superstr Mat'l:

Concrete, Reinforced

Concrete, Reinforced

11:09 AM

Sunny 60 deg

Months Inspection Cost

(49)Overall Br Length: 105.00

Not Applicable

NBIS Bridge Opening:

99.99 00

Slab

(53)Vertical(47)Horizontal

USDA FOREST SERVICE, REGION 9

(11)Milepost: 0.0500

BRIDGE IDENTIFICATION AND LOCATION

092104000001010

MONONGAHELA NATIONAL FOREST

(32)Approach Roadway Width:

(48)Max Span:

(52)Deck Width out-out: 15.30(51)Roadway Width (Curb to Curb):

Security ID 0921MARLINTON

14.00

BRIDGE DESCRIPTION and MEASUREMENTS

Monongahela National Forest District:

22.00

(27)Year Built:

(6)Feature Crossed:

WILLIAMS RIVER

WILLIAMS RIVER

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

9:00 AM

(92A) Fracture Critical (92B) Underwater

(92C) Special

HL-93

UNKNOWN

Time Completed:08/18/2022 Time Started:

INSPECTION INFORMATION

Z. Fox, J. Hise, A. Fox

Longitude: -80.23208056

FS

Verified

3/26/2020

(102) Direction of Traffic

Substr Material:

ENTR. TEA CREEK C G

Re-rating required ?

FS - Forest Service 0921

Inspection Template Revision Date: 04/08/2022

Recommended Inspection Frequency:

A. Taylor

38.34074722

(34)Skew:

Substr Type:

(44B)Superstr Type:

Specialized Inspections Required

(23 CFR 650.303)

Correct

Requirements?

Description:

Structure Name: (8)Structure No:

(5D)Route:

Forest:

Development Status: Date:

DATA Safe

Vehicle Type Date Oper. Load

HL-93 3/26/20 8 - LRFR REPORTED AS RATING FACTOR 0.77

HS20-44

Type 3 3/26/20 3 - LRFR REPORTED AS TONS 33.00

Type 3S2 3/26/20 3 - LRFR REPORTED AS TONS 48.00

Type 3-3 3/26/20 3 - LRFR REPORTED AS TONS 65.00

NRL

SU4 2/11/19 3 - LRFR REPORTED AS TONS

SU5

SU6

SU7

EV2

EV3

Permit 1

Permit 2

Permit 3

Permit 4

User Defined 1 3/26/20 3 - LRFR REPORTED AS TONS

User Defined 2

User Defined 3

User Defined 4

Special

Alt. Interstate

H Loading 8/9/00 U - UNKNOWN 39.00

Railroad

Uniform

Gross Load Only

Gross Load

Security ID 0921

Jurisdiction: 8/18/2022

WILLIAMS RIVER(6)Feature Crossed:

LOAD RATING DATA

MONONGAHELA NATIONAL FOREST

BRIDGE IDENTIFICATION AND LOCATION

(11)Milepost: 0.0500

Method

5.00

Monongahela National Forest District: MARLINTON

25.00

31.00

0.59

Inv.

Safe

Posting

WILLIAMS RIVER 092104000001010

CODE

Poor South approach undermined 30" max

1. Select

2. Select

3. Select

4. Select

N/A 5 Slab Deck

* 1. Select Spall throuhgout deck

C1. Select Joint material missing between slab 4, slab 5, and pier 4

C2. Select delaminations see pictures

C3. Select

C4. Select

C5. Select

C6. Select

C7. Select

C0 Deck ADDITIONAL REMARKS Select

5 simple 1 and 5. continuous 2-4

* 1. Girder Select Span 1 south ds slab delaminated, spalled, cs2 map craking, efflr.

a. Girder Diaphragms Select span 3 5ft from n face pier ds, crack CS2 to CL of roadway to pier face

b. Girder Bracing Select Span 3 5Ft from s face pier, crack to CL of roadway to pier face

* 2. Select Span 4 s pier spalled and delaminated downstream

* 3. Select span 5 n side spalled ds, CS1 crack ellfr

* 4. Select Span 3 5ft from pier 2, us, CS3 crack

a. Trusses Bracing Select Span 3 5ft from pier 3, us, CS3 crack face, CS2 underneath to pier 3 at road

CL

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

*1. Select

*2. Select 2ft undermining downstream side 15 ft long - approach

*3. Select 6 inch undermining us side 5ft long approach slab

*4. Select Multiple CS3 spalls on span 4 US

*5. Select US spalling above pier 4

*6. Select Parallel with road, downstreams corners grouted riprap

*7. Select

*8. Select

*9. Select

*10. Select

*11. Select

*12. Select

*13. Select

*14. Select

*15. Select

*16. Select RC walls, angle. Upstream nose. Spalls on 3 west noses

*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.

Wearing Surfaces

Deck Slab/Panels/Joists

Overall Code for item reporting, in bold

58. DECK:

APPROACH CONDITION:

Surfacing

Shoulder Embankment

Roadway Embankment

Approach Settlememt

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

Piers Bearing Seats

Piers Erosion or Scour

Piers Piles and Bracing

Piers Columns or Walls

Piers Footings

P

IE

R S

Piers Settlement

Piers Alignment (Tiping, Tilting)

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

CODEOverall Code for item reporting, in bold REMARKS

CONDITION CODES and REMARKS

1. Select

2. Select

3. Select

4. Select

5. Select

6. Select

C0 Channel ADD'L REMARKS Select

N/A *1. Shape Select

*2. Select

*3. Select

*4. Select

5. Select

C0 Culvert ADD'L REMARKS Select

36. TRAFFIC SAFETY FEATURES:

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

1. Select Road may flood needs 2 replaced. Need advanced load posting

2. Select need 4

72. APPROACH ROADWAY ALIGNMENT: 8

1. Select

2. Select

29. ROAD ADT 25

67. STRUCTURAL EVALUATION 5

68. DECK GEOMETRY: 7

69. UNDERCLEARANCE: N

71. WATERWAY ADEQUACY: 3

113. SCOUR CRITICAL BRIDGES: 4

Other potential Critical Findings? Describe on Critical Findings Tab

Abutment and Pier Types:

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.

A P

P R

A

IS

A L o f e le m e n ts

Channel Scour/Erosion

Channel Protection

Vegetation

Waterway Obstruction/Drift

61. CHANNEL and CHANNEL PROTECTION:

APPRAISAL CODES and REMARKS

CONDITION of Elements

Vertical

Seams or Joints

Material Condition

Foundations

Headwall/Wingwall

Observed Lateral Movement

Clear Height

Yes

Wall Type

Abutment Stub- / Sill- Abutment Pier(s)

Show SI&A Sheet

Milepost: 0.0500 Structure No.:

Work Item

Category Detailed Work Item Description C.F.

Related

Inspection Routine bridge inspection every

2 years

Whole Bridge

Deck Caulk Joints

Deck Fix spall and missing curbs

Channel Remove debris on upstream nose

Traffic Safety

Features

Replace 4 object markers and remove old posts

Approach

Condition Group South Approach Slab

Traffic Safety

Features

Others Signs - Bridge May

Flood

Inspection Underwater inspections needed

Channel Rip Rap - 50 TN 93

Signing / Repair/Replace Approach

Signs

Special Inspection / Underwater /

Routine

SF

EA

LS

CY

Surfacing / Patch/Repair Asphalt

Channel Protection / Add/Repair

Riprap

Waterway Obstruction/Drift /

Remove Debris/Vegetation

Signing / Repair/Replace Object

Markers

4EA

CF

HR

Curbs / Concrete / Replace/Repair / greater than 10 cf

Replace Bridge 5750

Repair/Replace Joints 70

SF

LF

LSRoutine Bridge Inspection / Routine

9003001002

6001003

8003001

7004002

8003002

3006001001

6002001

Work Item

Code

9001002

UnitWork Item Quantity

RECOMMENDED WORK ITEMS

Date:WILLIAMS RIVER

Route:

Structure Name:

092104000001010

08/18/2022

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Date:

Route: Milepost: Structure No:

BRIDGE PHOTOS

Near Approach, looking ahead

Far Approach, looking back

Structure Name: WILLIAMS RIVER 08/18/2022

135 0.0500 092104000001010

BRIDGE PHOTOS

Structure Topside View

Structure Underside View

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Upstream Elevation View

Downstream Elevation View

Structure Name: WILLIAMS RIVER 08/18/2022

Structure Name: WILLIAMS RIVER 08/18/2022

135 0.0500 092104000001010

BRIDGE PHOTOS

Near Abutment Elevation, stream flow from "left"

Far Abutment Elevation, stream flow from "right"

BRIDGE PHOTOS

Stream View from Structure, looking downstream

Stream View from Structure, looking upstream

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Undermining in Left Approach

Spall in Span Closest to Campground

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Spall on US Side

CS2 Crack US Side

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Map Cracking in Approach Slab

Spalling Between Spans at Piers

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

CS2 Crack Marked on Downstream Side

CS2 Crack Marked on Downstream Side

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

CS4 Spall in Upstream Side Curb

Exposed Rebar in Curb Upstream Side

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Spall in Top of Deck at Joint Upstream Side

Curb Damage

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Delaminations in Span 1

Delaminations in Span 2

Structure Name: WILLIAMS RIVER 08/18/2022

BRIDGE PHOTOS

Delaminations Span 2/3

Delaminations Span 3/4

Structure Name: WILLIAMS RIVER 08/18/2022

Route: Milepost: 0.0500

Structure Name:

WILLIAMS RIVER 08/18/2022

Structure No: 092104000001010

BRIDGE SKETCHES

Structure Name: Date:

Route: Milepost: 0.0500

7.1

2018 2020 2022 2024 2026 2028 2030

2.0 6.1 6.2 6.1

25.0 6.2 6.8 7.7

50.0 5.4 5.8 8.8

75.0 5.2 5.4 4.6

100.0 8.6 8.5 8.4

111.0 5.9 7.1 7.1

Water Surface

Channel Cross Section

Horizontal Dist

Measured from A-1

08/18/2022

Structure No: 092104000001010

WILLIAMS RIVER

Input Cross-Section Data:

Height (feet) from thalweg to bottom of lowest superstructure member

Horizontal Dist.

Location Notes

Measured from N

Top of CurbDistance Measured from Downstream Side

0.0 20.0 40.0 60.0 80.0 100.0 120.0

Top of Rail

(Substructure elements can be inserted in the cross-section using Insert, Shapes )

Structural Inventory and Appraisal Sheet

USDA Forest Service: Name: WILLIAMS RIVER

(5D) Rte. No: 135 (11) MP: 0.1 (8) Str. No: 092104000001010

Route Name: BANNOCK SHOALS (112) NBIS Bridge Length

(1) State Name: WEST VIRGINIA (104) Highway System

(8) Structure Number: 092104000001010 (26) Functional Class

(5) Inventory Route: A: B: C: D: E: (100) Defense Highway

(2) Highway Agency District: (101) Parallel Structure

(3) County: POCAHONTAS (4) Place Code: (102) Direction of Traffic

(6) Features Intersected: Drawing Number R9-R553

(7) Facility Carried: (103) Temporary Structure

(9) Location: (110) Designated National Network

(12) Base Highway Network: (20) Toll

(13) LRS Inventory Route: (21) Maintain

(16) Lat / Long (37) Historical Significance

(98) Border Bridge St Code: 0 % Share: 0 Maint. Level:

(99) Border Bridge Structure No.: Insp. Resp.

(43) Structure Type Main: Mat'l: CONCRETE, REINFORCED (58) Deck

Type: SLAB (59) Superstructure

(44) Structure Type Appr: Mat'l: 0 (60) Substructure

Type: 0 (61) Channel & Channel Protection

(45) Number of Spans in Main Unit: 5 (62) Culverts

(46) Number of Approach Spans: 0

(107) Deck Structure Type: (67) Structural Evaluation

(108A) Type of Wearing Surface: NOT APPLICABLE (68) Deck Geometry

(108B) Type of Membrane: 0 (69) Underclearances, Vert. & Horiz.

(108C) Type of Deck Protection: 0 (71) Waterway Adequacy

No.Substr Units: 6 Substr Type: WALL ABUTMENT (72) Approach Roadway Alignment

Substr Matr: CONCRETE, REINFORCED (36) Traffic Safety Features

(113) Scour Critical Bridges

(27) Year Build: 1950

(106) Year Reconstructed: (38) Navigation Control: NOT APPLICABLE

(42) Type of Service On Highway: HIGHWAY NO WATERWAY

Under Highway: WATERWAY (111) Pier Protection:

(28) Lanes On Structure: Under Structure: (39) Navigation Vertical Clearance: ft.

(29) Average Daily Traffic (ADT): 0 (116) Vert-Lift Bridge Nav Min. Vert. Clr: ft.

(30) Year of ADT: (109) Truck ADT: (40) Navigation Horizontal Clearance: ft.

(19) Bypass, Detour Length: 99

(90) Routine Inspection Date

(48) Length of Maximum Span: ft. (91) Frequency

(49) Structure Length: ft. (92) Critical Feature Inspection (93) CFI Date

(50) Curb or Sidewalk: Left: ft. Right: ft. A) Fracture Critical Detail N A) 0

(51) Bridge Roadway Width Curb to Curb: ft. B) Underwater Inspection N B) 0

(52) Deck Width Out to Out: ft. C) Other Special Inspection N C) 0

(32) Approach Roadway Width (w/ Shoulders): ft.

(33) Bridge Median: (31) Design Load

(34) Skew: 00(35) Structure Flared: (70) Bridge Posting

(10) Inventory Route Min. Vert. Clear: ft. (41) Structure Open,

(47) Inventory Route Total Horiz. Clear: ft. Posted or Closed

(53) Min. Vert Clear over Bridge Rdwy: ft.

(54) Min. Vert. Underclear: ft.

(55) Min. Lat. Underclear Rt.: ft.

(56) Min. Lat. Underclear Lt.: ft.

Monongahela National Forest R 9

IDENTIFICATION CLASSIFICATION

Y

#N/A

#N/A

#N/A

1 LANE BRIDGE, 2-WAY TRAFFIC

#N/A

C - COLLECTOR

POSTED FOR LOAD OR OTHER RESTRICTIONS

#N/A

#N/A

HL-93

30.0 - 39.9% BELOW

CONDITION

FS - FOREST SERVICE

24 MONTHS

POSTING INFORMATION

APPRAISAL

38.34074722 / -80.23208056

FS - FOREST SERVICE

#N/A

8/24/2020

INSPECTIONS

NAVIGATION DATA

1 - BASIC CUSTODIAL CARE (CLOSED)

STRUCTURE TYPE AND MATERIAL

NOT APPLICABLE

GEOMETRIC DATA

AGE AND SERVICE