Bridge Statistics for Uniontown, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 98ft / 30.0mTotal length
- 5,782Total average daily traffic
- 389Total average daily truck traffic
- 5,120Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Uniontown
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 31950-1959
- 31970-1979
- 31980-1989
- Bridge Condition - Deck
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Good
- 50.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 53.8%Good
- 30.8%Satisfactory
- 15.4%Fair
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Structure Number: 113B00002N, Location: .5 MI S OF JCT KY 141 (Lat: 37.743056, Lng: -87.922778), Route carried "on" structure: State highway 130, Year Built: 1946, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,826 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,606 (year 2040), Design Load: H 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.342, 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: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 113B00002N, Location: .5 MI S OF JCT KY 141 (Lat: 37.743056, Lng: -87.922778), Route carried "on" structure: State highway 130, Year Built: 1946, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,826 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,606 (year 2040), Design Load: H 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.342, 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: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 113B00003N, Location: 3.1 MI. EAST JCT KY 130 (Lat: 37.776111, Lng: -87.885000), Route carried "on" structure: State highway 360, Year Built: 1938, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 716 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2038), Design Load: H 15, Features Intersected: DRY FORK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 113B00003N, Location: 3.1 MI. EAST JCT KY 130 (Lat: 37.776111, Lng: -87.885000), Route carried "on" structure: State highway 360, Year Built: 1938, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 716 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2038), Design Load: H 15, Features Intersected: DRY FORK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 113B00005N, Location: .05 MI EAST OF JCT KY 130 (Lat: 37.750000, Lng: -87.920556), Route carried "on" structure: State highway 141, Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,166 (year 2018), Average Future Daily Traffic: 1,026 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 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: December 2021
Structure Number: 113B00005N, Location: .05 MI EAST OF JCT KY 130 (Lat: 37.750000, Lng: -87.920556), Route carried "on" structure: State highway 141, Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,166 (year 2018), Average Future Daily Traffic: 1,026 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 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: December 2021
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Structure Number: 113B00049N, Location: .60 MI WEST OF JCT KY 130 (Lat: 37.764722, Lng: -87.946667), Route carried "on" structure: State highway 360, Year Built: 1957, Status: Posted for load, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 1,240 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,091 (year 2040), Design Load: H 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 113B00049N, Location: .60 MI WEST OF JCT KY 130 (Lat: 37.764722, Lng: -87.946667), Route carried "on" structure: State highway 360, Year Built: 1957, Status: Posted for load, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 1,240 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,091 (year 2040), Design Load: H 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 113B00063N, Location: .10 MI WEST OF JCT KY 360 (Lat: 37.748056, Lng: -87.968333), Route carried "on" structure: State highway 666, Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 47 (year 2040), Design Load: H 15, Features Intersected: SIBLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.379, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
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: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 113B00063N, Location: .10 MI WEST OF JCT KY 360 (Lat: 37.748056, Lng: -87.968333), Route carried "on" structure: State highway 666, Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 47 (year 2040), Design Load: H 15, Features Intersected: SIBLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.379, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
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: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 113B00082N, Location: 1.0 MI S.E. OF JCT KY 360 (Lat: 37.740833, Lng: -87.950000), Route carried "on" structure: State highway 666, Year Built: 1979, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 248 (year 2018), Average Future Daily Traffic: 215 (year 2038), Design Load: HS 20, Features Intersected: CLEMENTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 113B00082N, Location: 1.0 MI S.E. OF JCT KY 360 (Lat: 37.740833, Lng: -87.950000), Route carried "on" structure: State highway 666, Year Built: 1979, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 248 (year 2018), Average Future Daily Traffic: 215 (year 2038), Design Load: HS 20, Features Intersected: CLEMENTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 113B00083N, Location: .40 MI NOR. OF JCT KY 360 (Lat: 37.783333, Lng: -87.869722), Route carried "on" structure: State highway 1637, Year Built: 1979, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 26 (year 2038), Design Load: HS 20, Features Intersected: HIGHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 113B00083N, Location: .40 MI NOR. OF JCT KY 360 (Lat: 37.783333, Lng: -87.869722), Route carried "on" structure: State highway 1637, Year Built: 1979, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 26 (year 2038), Design Load: HS 20, Features Intersected: HIGHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 113B00089N, Location: .25 MI W OF KY 360 (Lat: 37.756667, Lng: -87.966667), Route carried "on" structure: State highway 871, Year Built: 1986, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 78 (year 2016), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20+Mod, Features Intersected: SIBLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 113B00089N, Location: .25 MI W OF KY 360 (Lat: 37.756667, Lng: -87.966667), Route carried "on" structure: State highway 871, Year Built: 1986, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 78 (year 2016), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20+Mod, Features Intersected: SIBLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 113B00090N, Location: .25 MI W OF KY 360 (Lat: 37.756667, Lng: -87.967222), Route carried "on" structure: State highway 871, Year Built: 1986, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 78 (year 2016), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20+Mod, Features Intersected: BR OF SIBLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 113B00090N, Location: .25 MI W OF KY 360 (Lat: 37.756667, Lng: -87.967222), Route carried "on" structure: State highway 871, Year Built: 1986, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 78 (year 2016), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20+Mod, Features Intersected: BR OF SIBLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 113C00037N, Location: 0.9 MI SE JCT KY 360 (Lat: 37.726389, Lng: -87.966944), Route carried "on" structure: County highway 1306, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 30 (year 2026), Design Load: H 15, Features Intersected: CLEMENTS BRANCH, Facility Carried by Structure: V T CRAWLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.337, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, 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: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Equal to present desirable criteria, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 113C00037N, Location: 0.9 MI SE JCT KY 360 (Lat: 37.726389, Lng: -87.966944), Route carried "on" structure: County highway 1306, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 30 (year 2026), Design Load: H 15, Features Intersected: CLEMENTS BRANCH, Facility Carried by Structure: V T CRAWLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.337, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, 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: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Equal to present desirable criteria, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 113C00038N, Location: 0.8 MI N JCT KY 871 (Lat: 37.770833, Lng: -87.981111), Route carried "on" structure: County highway 1308, Year Built: 1935, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 20 (year 2026), Features Intersected: SIBLEY CREEK, Facility Carried by Structure: RALEIGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
Structure Number: 113C00038N, Location: 0.8 MI N JCT KY 871 (Lat: 37.770833, Lng: -87.981111), Route carried "on" structure: County highway 1308, Year Built: 1935, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 20 (year 2026), Features Intersected: SIBLEY CREEK, Facility Carried by Structure: RALEIGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
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Structure Number: 113C00051N, Location: 1 MI NORTH OF JCT KY 666 (Lat: 37.750833, Lng: -87.940833), Route carried "on" structure: County highway 1304, Year Built: 1959, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 250 (year 2006), Average Future Daily Traffic: 250 (year 2026), Design Load: H 15, Features Intersected: LOST CREEK, Facility Carried by Structure: HILLTOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.967, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: > 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: Monolithic Concrete
Structure Number: 113C00051N, Location: 1 MI NORTH OF JCT KY 666 (Lat: 37.750833, Lng: -87.940833), Route carried "on" structure: County highway 1304, Year Built: 1959, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 250 (year 2006), Average Future Daily Traffic: 250 (year 2026), Design Load: H 15, Features Intersected: LOST CREEK, Facility Carried by Structure: HILLTOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.967, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: > 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: Monolithic Concrete
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Structure Number: 113C00075N, Location: 0.3 mi. E. jct Ky 360 (Lat: 37.782500, Lng: -87.926389), Route carried "on" structure: County highway 1038, Year Built: 1985, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2033), Design Load: HS 25 or greater, Features Intersected: Highland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, 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: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 113C00075N, Location: 0.3 mi. E. jct Ky 360 (Lat: 37.782500, Lng: -87.926389), Route carried "on" structure: County highway 1038, Year Built: 1985, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2033), Design Load: HS 25 or greater, Features Intersected: Highland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, 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: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing