Lignite mines 08102020_180-7.79_ROUTINE.pdf

Inspection Date: 08/10/2020

Route: 180 Milepost: 7.7900 Structure No:

OVER

County, (Signature)

BRIDGE INSPECTION AND MANAGEMENT PROGRAM

Craig Virginia

S. PRG. BARBOURS CR. BR./M.CULV. S. PRG. BARBOURS CR.

INSPECTION TEAM LEADER: David Rasmussen

U.S. DEPARTMENT OF AGRICULTURE

S. PRG. BARBOURS CR. BR./M.CULV.

GEORGE WASHINGTON & JEFFERSON NATIONAL FORESTS

USDA FOREST SERVICE, REGION 8

080815000003221

ROAD BRIDGE INSPECTION REPORT (streamlined form)

INSPECTION TYPE: ROUTINE

Version 3.1(s)

Structure Name: (8)Structure No:

(5D)Route:

Forest:

17.1 15.3

(45)No. Main Spans: 1

(46)No. Appr Spans: 0

No. Substrs: 2

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 posted at each end? X 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 VIRGINIA

County CRAIG

ADT 10

(34)Skew:

Substr Type:

(44B)Superstr Type:

Specialized Inspections Required

(23 CFR 650.303)

Correct Requirements?

Description:

.5 MI. E. ST RTE 617

Re-rating required ?

FS - Forest Service Supervisor's Office

Inspection Template Revision Date:

FS

3:30 PM

District:

15.80 (27)Year Built:

(6)Feature Crossed:

S. PRG. BARBOURS CR. BR./M.CULV.

David Rasmussen 37.61772223

S. PRG. BARBOURS CR.

Infra data used for this report was pulled on: 03/24/2020

2:45 PM

(92A) Fracture Critical (92B) Underwater (92C) Special

HS20‐44

LRFR REPORTED AS TONS

Time Completed:08/10/2020 Time Started:

INSPECTION INFORMATION

India Drew, David Rasmussen Longitude:

Verified

(102) Direction of Traffic

Substr Material:

Recommended Inspection Frequency:

USDA FOREST SERVICE, REGION 8

(11)Milepost: 7.7900

BRIDGE IDENTIFICATION AND LOCATION

080815000003221

GEORGE WASHINGTON & JEFFERSON NATIONAL FORESTS

(32)Approach Roadway Width:

(48)Max Span:

(52)Deck Width out-out: 17.30(51)Roadway Width (Curb to Curb):

Security ID 0808EASTERN DIVIDE

12.00

BRIDGE DESCRIPTION and MEASUREMENTS

George Washington & Jefferson

(49)Overall Br Length: 14.50

Timber

NBIS Bridge Opening:

99.99 30

Other

(53)Vertical(47)Horizontal 1 LANE BRIDGE, 2-WAY TRAFFIC (28A) Lanes on the Structure 1

Wall Abutment

Open, No Restriction

At Or Above Legal Loads

SPECIALIZED INSPECTIONS:

(43B)Superstr Type:

BRIDGE RATING SUMMARY:

Not Applicable (108A) Wearing

Surface:

(107)Deck StructureType:

(43A)Superstr Material:

(44A)Appr. Superstr Mat'l: Aggregate

Timber, Nail-Lam, Treated

Masonry

3/25/2020 V3.1(s) Streamlined

Mostly Sunny and Hot

Months Inspection Cost

-80.05908333

Structure Name: (8)Structure No:

(5D)Route:

Forest:

Development Status: Date:

DATA Safe

Vehicle Type Date Oper. Load

HL-93 9/24/15 8 - LRFR REPORTED AS RATING FACTOR 1.10

HS20-44

Type 3 9/24/15 3 - LRFR REPORTED AS TONS 54.00

Type 3S2 9/24/15 3 - LRFR REPORTED AS TONS 94.00

Type 3-3 9/24/15 3 - LRFR REPORTED AS TONS 105.00

NRL

SU4 9/24/15 3 - LRFR REPORTED AS TONS 50.00

SU5 9/24/15 3 - LRFR REPORTED AS TONS 56.00

SU6 9/24/15 3 - LRFR REPORTED AS TONS 62.00

SU7 9/24/15 3 - LRFR REPORTED AS TONS 69.00

EV2

EV3

Permit 1

Permit 2

Permit 3

Permit 4

Special

Alt. Interstate

H Loading

Railroad

Uniform

Gross Load Only

Gross Load

S. PRG. BARBOURS CR. BR./M.CULV. 080815000003221

180 7.7900

Method

0.85

Inv. Posting

EXISTING - ACTIVE Jurisdiction: FS - FOREST SERVICE

S. PRG. BARBOURS CR.(6)Feature Crossed:

LOAD RATING DATA

GEORGE WASHINGTON & JEFFERSON NATIONAL FORESTS

BRIDGE IDENTIFICATION AND LOCATION

George Washington & Jefferson District: EASTERN DIVIDE Security ID 0808

Safe

(11)Milepost:

Milepost: 7.7900

CODE

Good

1. Good

2. Good

3. Good

4. Good

* 1. Good C1. N/A C2. Good C3. N/A C4. Fair C5. Good C6. Fair C7. N/A

* 1. 1 Girder Good

a. Girder Diaphragms N/A

b. Girder Bracing N/A

* 2. N/A

* 3. N/A

* 4. N/A

a. Trusses Bracing N/A

b. Trusses Chord N/A

c. Trusses Portal N/A

d. Trusses Vertical/Diagonal N/A

C1. Good C2. N/A C3. N/A ostly Sunny a N/A

*1. Good *2. Good *3. Good *4. Good *5. N/A *6. Good *7. Good *8. N/A *9. N/A *10. Good *11. N/A *12. N/A *13. N/A *14. N/A *15. N/A *16. N/A *17. N/A *18. N/A

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

Piers Bearing Seats

Piers Erosion or Scour

1 Also includes wingwalls connected to the superstructure above the beam seat.

Stringer

Abutments Erosion or Scour

Abutments Piles/Bracing

Bearing Devices Paint Deflection Under Load Vibration Under Load

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

Trusses

Deck Joints Curbs

Elastomeric Bearing Pad

59. SUPERSTRUCTURE:

Sidewalks Drains and Drainage Rideability Cleanliness Utilities

Nail water on deck at inspection but typical nail laminated deck problem

Floor Beam

60. SUBSTRUCTURE:

Piers Caps

Abutments Caps

Abutments Backwalls

Some aggregate on deck

PT Timber Nail laminated deck

Structure No.:

Date:

Structure Name:

Route:

Wearing Surfaces

Deck Slab/Panels/Joists

(Overall Code for item, to be reported to FHWA, in bold box)

58. DECK:

S. PRG. BARBOURS CR. BR./M.CULV.

APPROACH CONDITION:

Surfacing

Shoulder Embankment

Roadway Embankment

Approach Settlememt

08/10/2020

080815000003221

CONDITION CODES and REMARKS

REMARKS

Piers Footings

* Only these items are used in the determination of the overall condition rating for that category, i.e. 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.

P

IE

R S

Piers Settlement

Piers Alignment (Tiping, Tilting)

Masonry Abutments on Bedrock

Piers Piles and Bracing

Piers Columns or Walls

Milepost: 7.7900

CODE

1. Good

2. Good

3. Good

4. Good

5. Good

6. Good

N/A *1. Shape N/A *2. N/A *3. N/A *4. N/A

5. N/A

36. TRAFFIC SAFETY FEATURES:

36A. 0 36B. N

36C. N 36D. N

1.

N/A

2. G

72. APPROACH ROADWAY ALIGNMENT: 6

1. 8

2. 6

29. ROAD ADT 10

67. STRUCTURAL EVALUATION 7

68. DECK GEOMETRY: 7

69. UNDERCLEARANCE: N

71. WATERWAY ADEQUACY: 7

113. SCOUR CRITICAL BRIDGES: 8

CONDITION RATING OF EACH MEMBER OR ELEMENT

-NOT APPLICABLE

-APPLICABLE, BUT NO OBSERVED. (Give reason unless obvious)

-ELEMENT IN NEW OR GOOD CONDITION WITH NO REPAIRS NECESSARY.

-ELEMENT IS STILL PERFORMING THE FUNCTION FOR WHICH IT WAS INTENDED BUT MAY NEED MAINTENANCE.

-ELEMENT IS PERFORMING AT REDUCED CAPACITY.

Channel Scour/Erosion Channel Protection Vegetation Waterway Obstruction/Drift

(Overall Code for item, to be reported to FHWA, in bold box)

61. CHANNEL and CHANNEL PROTECTION:

APPRAISAL CODES and REMARKS

A P

P R

A

IS

A L o f e le m e n ts

080815000003221

S. PRG. BARBOURS CR. BR./M.CULV. Date:

180 Structure No.:

Structure Name:

Route:

CONDITION CODES and REMARKS (continued)

G = GOOD

F = FAIR

Approach signing not needed.

All 4 Object Markers in place

REMARKS

Approach Guardrails

Approach Rail Ends

Signing

Object Markers

Horizontal

Vertical

Seams or Joints Material Condition Foundations Headwall/Wingwall

* Only these items are used in the determination of the overall condition rating for that category, i.e. 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.

Observed Lateral Movement Clear Height

P = POOR

Abutments on visible bedrock

Approach at A2 enters a vertical curve

NOB

62. CULVERTS

CONDITION of Elements Bridge Railing

Rail Transitions

Milepost: 7.7900 Structure No.:

Work Item Category

Detailed Work Item Description C.F.

Related

Inspection Routine bridge inspection every 2 years

Deck

Approach Condition

Approach Condition

Traffic Safety Features

Traffic Safety Features

Inspection

Date:S. PRG. BARBOURS CR. BR./M.CULV.

Route:

Structure Name:

080815000003221

08/10/2020

UnitWork Item Quantity

RECOMMENDED WORK ITEMS

7001001

7004001

8001002

Work Item Code

9001002

8002002

9001001

Clean Deck 295

General / Brush Approaches 1

SF

LS/B

LSRoutine Bridge Inspection / Routine

Bridge Railing / Upgrade Bridge Railing

Approach Railing / Install Bridge Approach Rail

27LF

LS

LF

Surfacing / Place Aggregate Surfacing

1LSRoutine Bridge Inspection / Simple

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Date:

Route: Milepost: Structure No:

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020

180 7.7900 080815000003221

BRIDGE PHOTOS

Insert photo here.

Approach Ahead on Station

Insert photo here.

Approach Back on Station

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020

180 7.7900 080815000003221

BRIDGE PHOTOS

Insert photo here.

Looking Upstream from Deck

Insert photo here.

Looking Downstream from Deck

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020

180 7.7900 080815000003221

BRIDGE PHOTOS

Insert photo here.

Looking Downstream - Elevation Profile

Insert photo here.

Looking Upstream - Elevation Profile

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020

180 7.7900 080815000003221

BRIDGE PHOTOS

Insert photo here.

Abutment 1

Mostly Sunny and Hot

Abutment 2

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020

180 7.7900 080815000003221

BRIDGE PHOTOS

Insert photo here.

Underside of Deck - Typ.

Insert photo here.

Top of Deck - Typ.

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020

180 7.7900 080815000003221

BRIDGE PHOTOS

Insert photo here.

Minor Loss of Mortar - Abutment 2

Insert photo here.

Minor Loss of Mortar - Abutment 1

BRIDGE PHOTOS

Insert photo here.

Minor Impact Damage - Upstream Curb

Insert photo here.

Nails backing out of Running Plank

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 08/10/2020 180 7.7900 080815000003221

Structure Name: Date:

Route: Milepost: 7.7900

9.8

2018 2020 2022 2024 2026 2028 2030

3.0 9.45 10

5.0 10.3 10.3

10.0 10.8 10.75

15.0 10.9 10.73

Mostly Sunny and Hot

Water Surface

Distance Measured from Upstream Side

Channel Cross Section

Horizontal Dist Measured from A-1

08/10/2020

Structure No: 080815000003221

S. PRG. BARBOURS CR. BR./M.CULV.

Input Cross-Section Data:

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

Horizontal Dist.

Location Notes

Top of Deck

0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0

Top of Rail

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

Milepost:

ID

Description

Needed for Real Property Verification

N Re-rating required? (Enter Y/N) N Specialized Equipment Required? (Enter Y/N)

Insp Remarks

Approach Rail Ends (36D) N

India Drew, David Rasmussen David Rasmussen

Insp Team

Transition (36B) N Approach Guardrail (36C) N

Traffic Rail Safety Features Appraisal Bridge Rail (36A) 0

Approach Align (72) 6

Underclr (69) N Waterway Adq (71) 7

Str Eval (67) 7 Deck Geom (68) 7

Main Data Appraisal Data

Done By Name (Unit) Supervisor's Office

Inspected By* David Rasmussen Done By (Org) FS - Forest Service

Scour Crit Br (113) 8 Insp Resp Name FS - FOREST SERVICE

Culvert Cond (62) N/A Channel Cond (61) 8

Supstr Cond (59) 7 Substr Cond (60) 7

Wear Srfc Cond 7 Deck Cond (58) 7

Inspection Cost $0.00 Aprch Cond Good

Main Data Appraisal Data

Insp Team Leader

Inspection_Type (System Generated) (System Generated) Inspection Date 08/10/2020 ROUTINE Inspection Freq 24

Infra Summary Data

Structure Name: S. PRG. BARBOURS CR. BR./M.CULV. 8/10/2020

Route: 180 7.7900 Structure No: 080815000003221