Bridge Statistics for Lewisburg, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 141ft / 43.3mTotal length
- $2,236,000Total costs
- 12,010Total average daily traffic
- 1,161Total average daily truck traffic
- 17,841Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lewisburg
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 21980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Good
- 60.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 10.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 20.0%Good
- 40.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 41.7%Good
- 41.7%Satisfactory
- 16.7%Fair
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Structure Number: 71B00002N, Location: 2.4 MI N OF N-JCT KY 106 (Lat: 37.018889, Lng: -86.959167), Route carried "on" structure: US 431, Year Built: 1930, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,145 (year 2038), Design Load: H 15, Features Intersected: WOLF LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $842,000, Total Project Cost: $841,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 71B00002N, Location: 2.4 MI N OF N-JCT KY 106 (Lat: 37.018889, Lng: -86.959167), Route carried "on" structure: US 431, Year Built: 1930, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,145 (year 2038), Design Load: H 15, Features Intersected: WOLF LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $842,000, Total Project Cost: $841,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 71B00003N, Location: 2.8 MI N OF N-JCT KY 106 (Lat: 37.020556, Lng: -86.964167), Route carried "on" structure: US 431, Year Built: 1930, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,145 (year 2038), Design Load: H 15, Features Intersected: WOLF LICK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.566, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.44m (1.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $432,000, Total Project Cost: $432,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 71B00003N, Location: 2.8 MI N OF N-JCT KY 106 (Lat: 37.020556, Lng: -86.964167), Route carried "on" structure: US 431, Year Built: 1930, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,145 (year 2038), Design Load: H 15, Features Intersected: WOLF LICK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.566, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.44m (1.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $432,000, Total Project Cost: $432,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 71B00007N, Location: 1 MI E OF JCT KY 1153 (Lat: 37.004167, Lng: -86.907222), Route carried "on" structure: State highway 106, Year Built: 1935, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 802 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 705 (year 2040), Design Load: H 15, Features Intersected: MUD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $586,000, Total Project Cost: $585,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 71B00007N, Location: 1 MI E OF JCT KY 1153 (Lat: 37.004167, Lng: -86.907222), Route carried "on" structure: State highway 106, Year Built: 1935, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 802 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 705 (year 2040), Design Load: H 15, Features Intersected: MUD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $586,000, Total Project Cost: $585,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 71B00030N, Location: .2 MI W OF JCT KY 1151 (Lat: 36.967222, Lng: -86.986944), Route carried "on" structure: State highway 106, Year Built: 1934, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 710 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 624 (year 2040), Design Load: H 15, Features Intersected: ELK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.178, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.44m (1.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $378,000, Total Project Cost: $378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 71B00030N, Location: .2 MI W OF JCT KY 1151 (Lat: 36.967222, Lng: -86.986944), Route carried "on" structure: State highway 106, Year Built: 1934, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 710 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 624 (year 2040), Design Load: H 15, Features Intersected: ELK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.178, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.44m (1.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $378,000, Total Project Cost: $378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 71B00068N, Location: 1.8 MI N OF JCT US 431 (Lat: 36.998056, Lng: -86.978333), Route carried "on" structure: State highway 107, Year Built: 1981, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,006 (year 2018), Average Future Daily Traffic: 885 (year 2038), Design Load: HS 20, Features Intersected: WOLF LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.052, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71B00068N, Location: 1.8 MI N OF JCT US 431 (Lat: 36.998056, Lng: -86.978333), Route carried "on" structure: State highway 107, Year Built: 1981, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,006 (year 2018), Average Future Daily Traffic: 885 (year 2038), Design Load: HS 20, Features Intersected: WOLF LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.052, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: 71B00070N, Location: 0.5 MI. SOUTH -JCT. KY106 (Lat: 36.960000, Lng: -86.979722), Route carried "on" structure: State highway 1151, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 231 (year 2019), Average Future Daily Traffic: 203 (year 2039), Design Load: HS 20, Features Intersected: ELK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71B00070N, Location: 0.5 MI. SOUTH -JCT. KY106 (Lat: 36.960000, Lng: -86.979722), Route carried "on" structure: State highway 1151, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 231 (year 2019), Average Future Daily Traffic: 203 (year 2039), Design Load: HS 20, Features Intersected: ELK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 71B00104N, Location: .45 MI N. OF JCT. W/KY106 (Lat: 36.992500, Lng: -86.955000), Route carried "on" structure: US 431, Year Built: 1929, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,145 (year 2038), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 71B00104N, Location: .45 MI N. OF JCT. W/KY106 (Lat: 36.992500, Lng: -86.955000), Route carried "on" structure: US 431, Year Built: 1929, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,145 (year 2038), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 71B00112N, Location: 3.5 Mi S of Jnt US 431 (Lat: 37.011667, Lng: -86.998056), Route carried "on" structure: State highway 107, Year Built: 2018, Status: Posted for load, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,006 (year 2018), Average Future Daily Traffic: 885 (year 2038), Design Load: Greater than HL93, Features Intersected: Unnamed Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.518, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.7 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: 43.1 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 71B00112N, Location: 3.5 Mi S of Jnt US 431 (Lat: 37.011667, Lng: -86.998056), Route carried "on" structure: State highway 107, Year Built: 2018, Status: Posted for load, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,006 (year 2018), Average Future Daily Traffic: 885 (year 2038), Design Load: Greater than HL93, Features Intersected: Unnamed Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.518, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.7 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: 43.1 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 71C00072N, Location: 2.1 MI W US 431 (Lat: 36.921944, Lng: -86.962778), Route carried "on" structure: County highway 1420, Year Built: 1990, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 158 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: ELK LICK CREEK, Facility Carried by Structure: KINGSFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 71C00072N, Location: 2.1 MI W US 431 (Lat: 36.921944, Lng: -86.962778), Route carried "on" structure: County highway 1420, Year Built: 1990, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 158 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: ELK LICK CREEK, Facility Carried by Structure: KINGSFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 71C00082N, Location: .75 MI NW JCT KY 106 (Lat: 36.964722, Lng: -87.017222), Route carried "on" structure: County highway 1393, Year Built: 1996, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: WOLF LICK CREEK, Facility Carried by Structure: JOHNSON WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71C00082N, Location: .75 MI NW JCT KY 106 (Lat: 36.964722, Lng: -87.017222), Route carried "on" structure: County highway 1393, Year Built: 1996, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: WOLF LICK CREEK, Facility Carried by Structure: JOHNSON WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 71C00096N, Location: 1.9 MI W OF JCT KY 107 (Lat: 36.987222, Lng: -86.995278), Route carried "on" structure: County highway 1388, Year Built: 2004, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 161 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: WOLF LICK CREEK, Facility Carried by Structure: DUNCAN RDG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71C00096N, Location: 1.9 MI W OF JCT KY 107 (Lat: 36.987222, Lng: -86.995278), Route carried "on" structure: County highway 1388, Year Built: 2004, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 161 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: WOLF LICK CREEK, Facility Carried by Structure: DUNCAN RDG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71C00099N, Location: .7 MI N. JCT W/KY 106 (Lat: 36.982500, Lng: -86.976111), Route carried "on" structure: County highway 1392, Year Built: 2005, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 161 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: TRIB. ELK LICK CREEK, Facility Carried by Structure: FORGY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71C00099N, Location: .7 MI N. JCT W/KY 106 (Lat: 36.982500, Lng: -86.976111), Route carried "on" structure: County highway 1392, Year Built: 2005, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 161 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: TRIB. ELK LICK CREEK, Facility Carried by Structure: FORGY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete