Bridge Statistics for Elkton, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 184ft / 56.1mTotal length
- $386,000Total costs
- 20,504Total average daily traffic
- 3,696Total average daily truck traffic
- 31,737Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Elkton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 21940-1949
- 21950-1959
- 11960-1969
- 41980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 16.7%Good
- 66.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 41.7%Good
- 25.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 22.2%Good
- 61.1%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: 110B00003N, Location: .75 MI NOR. OF JCT US 68 (Lat: 36.820833, Lng: -87.151111), Route carried "on" structure: State highway 181, Year Built: 1955, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,087 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,392 (year 2039), Design Load: H 20, Features Intersected: BR OF ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 110B00003N, Location: .75 MI NOR. OF JCT US 68 (Lat: 36.820833, Lng: -87.151111), Route carried "on" structure: State highway 181, Year Built: 1955, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,087 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,392 (year 2039), Design Load: H 20, Features Intersected: BR OF ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 110B00006N, Location: .08 MI EAST OF JCT KY 102 (Lat: 36.808333, Lng: -87.145556), Route carried "on" structure: Business US 68, Year Built: 1927, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,764 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,552 (year 2040), Design Load: H 15, Features Intersected: ELK FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Total Project Cost: $386,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 110B00006N, Location: .08 MI EAST OF JCT KY 102 (Lat: 36.808333, Lng: -87.145556), Route carried "on" structure: Business US 68, Year Built: 1927, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,764 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,552 (year 2040), Design Load: H 15, Features Intersected: ELK FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Total Project Cost: $386,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 110B00008N, Location: 1.5 MI S OF JCT US 68 (Lat: 36.791944, Lng: -87.139167), Route carried "on" structure: State highway 102, Year Built: 1935, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 547 (year 2020), Average Future Daily Traffic: 481 (year 2040), Design Load: H 15, Features Intersected: ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 110B00008N, Location: 1.5 MI S OF JCT US 68 (Lat: 36.791944, Lng: -87.139167), Route carried "on" structure: State highway 102, Year Built: 1935, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 547 (year 2020), Average Future Daily Traffic: 481 (year 2040), Design Load: H 15, Features Intersected: ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 110B00009N, Location: 4.0 MI EAST OF JCT US 68 (Lat: 36.765000, Lng: -87.108611), Route carried "on" structure: State highway 102, Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 547 (year 2020), Average Future Daily Traffic: 481 (year 2040), Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 110B00009N, Location: 4.0 MI EAST OF JCT US 68 (Lat: 36.765000, Lng: -87.108611), Route carried "on" structure: State highway 102, Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 547 (year 2020), Average Future Daily Traffic: 481 (year 2040), Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 110B00041L, Location: 7.7 MI.E.CHRIST CO.LINE (Lat: 36.822500, Lng: -87.167500), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: ELK FORK CREEK, Facility Carried by Structure: RUSSELLVILLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.487, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 110B00041L, Location: 7.7 MI.E.CHRIST CO.LINE (Lat: 36.822500, Lng: -87.167500), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: ELK FORK CREEK, Facility Carried by Structure: RUSSELLVILLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.487, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 110B00041R, Location: 7.7 MI.E.CHRIST. CO.LINE (Lat: 36.822222, Lng: -87.167500), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.489, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 110B00041R, Location: 7.7 MI.E.CHRIST. CO.LINE (Lat: 36.822222, Lng: -87.167500), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.489, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 110B00042L, Location: 8.5 MI.E.CHRISTIAN CO LNE (Lat: 36.824722, Lng: -87.154444), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 9.22m (30.25ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB-ELK FORK CREEK, Facility Carried by Structure: RUSSELLVILLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 110B00042L, Location: 8.5 MI.E.CHRISTIAN CO LNE (Lat: 36.824722, Lng: -87.154444), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 9.22m (30.25ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB-ELK FORK CREEK, Facility Carried by Structure: RUSSELLVILLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 110B00042R, Location: 8.5 MI.E.CHRISTIAN CO LNE (Lat: 36.824444, Lng: -87.154444), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 9.22m (30.25ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB-ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.737, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 110B00042R, Location: 8.5 MI.E.CHRISTIAN CO LNE (Lat: 36.824444, Lng: -87.154444), Route carried "on" structure: US 68, Year Built: 1998, Status: Open, Structure Length: 9.22m (30.25ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,988 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB-ELK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.737, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 110B00045N, Location: .15 MI N of Jct US 68 (Lat: 36.813056, Lng: -87.153056), Route carried "on" structure: State highway 181, Year Built: 2016, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,087 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,392 (year 2039), Design Load: Greater than HL93, Features Intersected: Elk Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.710, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 110B00045N, Location: .15 MI N of Jct US 68 (Lat: 36.813056, Lng: -87.153056), Route carried "on" structure: State highway 181, Year Built: 2016, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,087 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,392 (year 2039), Design Load: Greater than HL93, Features Intersected: Elk Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.710, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 110C00001N, Location: 2.3 MI E OF JCT KY 106 (Lat: 36.840833, Lng: -87.108889), Route carried "on" structure: County highway 1001, Year Built: 1949, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 190 (year 2009), Average Future Daily Traffic: 165 (year 2029), Features Intersected: TRIB. OF WHIPPORWLL CK., Facility Carried by Structure: HADDEN MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 110C00001N, Location: 2.3 MI E OF JCT KY 106 (Lat: 36.840833, Lng: -87.108889), Route carried "on" structure: County highway 1001, Year Built: 1949, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 190 (year 2009), Average Future Daily Traffic: 165 (year 2029), Features Intersected: TRIB. OF WHIPPORWLL CK., Facility Carried by Structure: HADDEN MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 110C00014N, Location: 2.8 MI N OF S-JCT KY 102 (Lat: 36.752222, Lng: -87.126667), Route carried "on" structure: County highway 1138, Year Built: 1950, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: DRY BRANCH, Facility Carried by Structure: NEW ALLENSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110C00014N, Location: 2.8 MI N OF S-JCT KY 102 (Lat: 36.752222, Lng: -87.126667), Route carried "on" structure: County highway 1138, Year Built: 1950, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: DRY BRANCH, Facility Carried by Structure: NEW ALLENSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 110C00016N, Location: 1.1 MI S OF JCT US 68 (Lat: 36.802222, Lng: -87.187500), Route carried "on" structure: County highway 1200, Year Built: 1949, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 250 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: DAVIS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 110C00016N, Location: 1.1 MI S OF JCT US 68 (Lat: 36.802222, Lng: -87.187500), Route carried "on" structure: County highway 1200, Year Built: 1949, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 250 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: DAVIS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 110C00030N, Location: .6 MI N OF JCT CR 5001 (Lat: 36.848611, Lng: -87.109167), Route carried "on" structure: County highway 1078, Year Built: 1965, Status: Posted for load, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 97 (year 2009), Average Future Daily Traffic: 84 (year 2029), Features Intersected: BR OF WHIPPOORWILL CREEK, Facility Carried by Structure: JOE POTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.875, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Open Grating
Structure Number: 110C00030N, Location: .6 MI N OF JCT CR 5001 (Lat: 36.848611, Lng: -87.109167), Route carried "on" structure: County highway 1078, Year Built: 1965, Status: Posted for load, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 97 (year 2009), Average Future Daily Traffic: 84 (year 2029), Features Intersected: BR OF WHIPPOORWILL CREEK, Facility Carried by Structure: JOE POTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.875, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Open Grating
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Structure Number: 110C00035N, Location: .5 MI. W. JCT. CR 5301 (Lat: 36.832222, Lng: -87.176667), Route carried "on" structure: County highway 1300, Year Built: 1981, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: ELK FORK CREEK, Facility Carried by Structure: STOKES CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110C00035N, Location: .5 MI. W. JCT. CR 5301 (Lat: 36.832222, Lng: -87.176667), Route carried "on" structure: County highway 1300, Year Built: 1981, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: ELK FORK CREEK, Facility Carried by Structure: STOKES CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 110C00038N, Location: 0.6 MI. SOUTH JCT US 68 (Lat: 36.830556, Lng: -87.241944), Route carried "on" structure: County highway 1234, Year Built: 1983, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: TRIB. OF RED RIVER, Facility Carried by Structure: ARTHUR HENDERSON R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.888, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021
Structure Number: 110C00038N, Location: 0.6 MI. SOUTH JCT US 68 (Lat: 36.830556, Lng: -87.241944), Route carried "on" structure: County highway 1234, Year Built: 1983, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: TRIB. OF RED RIVER, Facility Carried by Structure: ARTHUR HENDERSON R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.888, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021
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Structure Number: 110C00041N, Location: 1.2 MI S-KY. 102 (Lat: 36.779167, Lng: -87.149444), Route carried "on" structure: County highway 1138, Year Built: 1985, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 20+Mod, Features Intersected: ELK FORK CREEK, Facility Carried by Structure: OLD ALLENSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.720, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 110C00041N, Location: 1.2 MI S-KY. 102 (Lat: 36.779167, Lng: -87.149444), Route carried "on" structure: County highway 1138, Year Built: 1985, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 20+Mod, Features Intersected: ELK FORK CREEK, Facility Carried by Structure: OLD ALLENSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.720, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 110C00045N, Location: .2 MI S JCT US 68-KY80 (Lat: 36.820556, Lng: -87.164167), Route carried "on" structure: City street 1025, Year Built: 1989, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 25 or greater, Features Intersected: ELK FORK CREEK, Facility Carried by Structure: ELK FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110C00045N, Location: .2 MI S JCT US 68-KY80 (Lat: 36.820556, Lng: -87.164167), Route carried "on" structure: City street 1025, Year Built: 1989, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 25 or greater, Features Intersected: ELK FORK CREEK, Facility Carried by Structure: ELK FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 110C00056N, Location: 1.5 MI N JCT US 68 (Lat: 36.826111, Lng: -87.174444), Route carried "on" structure: County highway 1101, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 25 or greater, Features Intersected: TRIB- ELK FORK, Facility Carried by Structure: B WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.871, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 110C00056N, Location: 1.5 MI N JCT US 68 (Lat: 36.826111, Lng: -87.174444), Route carried "on" structure: County highway 1101, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 25 or greater, Features Intersected: TRIB- ELK FORK, Facility Carried by Structure: B WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.871, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete