Bridge Statistics for Glencoe, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 262ft / 80.4mTotal length
- $3,409,000Total costs
- 152,663Total average daily traffic
- 48,751Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Glencoe
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 121960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 6.7%Excellent
- 6.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 26.7%Fair
- Bridge Condition - Superstructure
- 6.7%Excellent
- 13.3%Very good
- 20.0%Good
- 53.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 13.3%Very good
- 20.0%Good
- 46.7%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
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Structure Number: 39B00007N, Location: 2.5 MI N OF OWEN CO.LN. (Lat: 38.741111, Lng: -84.833333), Route carried "on" structure: US 127, Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 3,931 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 3,459 (year 2039), Design Load: H 20, Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.250, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.9 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 39B00007N, Location: 2.5 MI N OF OWEN CO.LN. (Lat: 38.741111, Lng: -84.833333), Route carried "on" structure: US 127, Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 3,931 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 3,459 (year 2039), Design Load: H 20, Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.250, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.9 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 39B00008N, Location: 1.0 MI N.E. OF I-71 NTRCH (Lat: 38.756944, Lng: -84.828056), Route carried "on" structure: US 127, Year Built: 1938, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,960 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,724 (year 2038), Design Load: H 15, Features Intersected: BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $376,000, Total Project Cost: $375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 39B00008N, Location: 1.0 MI N.E. OF I-71 NTRCH (Lat: 38.756944, Lng: -84.828056), Route carried "on" structure: US 127, Year Built: 1938, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,960 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,724 (year 2038), Design Load: H 15, Features Intersected: BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $376,000, Total Project Cost: $375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 39B00014N, Location: 1.5 MI W OF JCT US 127 (Lat: 38.729444, Lng: -84.853889), Route carried "on" structure: State highway 455, Year Built: 1967, Status: Posted for load, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 943 (year 2018), Average Future Daily Traffic: 829 (year 2038), Design Load: H 20, Features Intersected: I-71 @ 60.373
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.536, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Underclear: Somewhat better than minimum adequacy, 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 39B00014N, Location: 1.5 MI W OF JCT US 127 (Lat: 38.729444, Lng: -84.853889), Route carried "on" structure: State highway 455, Year Built: 1967, Status: Posted for load, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 943 (year 2018), Average Future Daily Traffic: 829 (year 2038), Design Load: H 20, Features Intersected: I-71 @ 60.373
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.536, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Underclear: Somewhat better than minimum adequacy, 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 39B00025L, Location: SBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807778), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: KY3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.264, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $666,000, Total Project Cost: $665,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 39B00025L, Location: SBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807778), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: KY3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.264, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $666,000, Total Project Cost: $665,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 39B00025R, Location: NBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807222), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: KY3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.248, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $666,000, Total Project Cost: $665,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 39B00025R, Location: NBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807222), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: KY3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.248, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $666,000, Total Project Cost: $665,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 39B00026L, Location: SBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777500), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SUGAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.478, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.47m (1.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $806,000, Total Project Cost: $806,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 39B00026L, Location: SBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777500), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SUGAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.478, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.47m (1.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $806,000, Total Project Cost: $806,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 39B00026R, Location: NBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777222), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SUGAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.454, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.47m (1.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $806,000, Total Project Cost: $806,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 39B00026R, Location: NBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777222), Route carried "on" structure: Interstate 71, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,454 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 18,854 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SUGAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.454, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.47m (1.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $806,000, Total Project Cost: $806,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 39B00036N, Location: .01 MI.EAST OF JCT US 127 (Lat: 38.782778, Lng: -84.810556), Route carried "on" structure: US 42, Year Built: 1984, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 3,063 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,695 (year 2038), Design Load: HS 20, Features Intersected: BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39B00036N, Location: .01 MI.EAST OF JCT US 127 (Lat: 38.782778, Lng: -84.810556), Route carried "on" structure: US 42, Year Built: 1984, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 3,063 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,695 (year 2038), Design Load: HS 20, Features Intersected: BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 39B00040N, Location: MI. JCT KY (Lat: 38.759444, Lng: -84.821389), Route carried "on" structure: State highway 3002, Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 588 (year 2018), Average Future Daily Traffic: 511 (year 2038), Design Load: HS 25 or greater, Features Intersected: BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 14.0m (45.9ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39B00040N, Location: MI. JCT KY (Lat: 38.759444, Lng: -84.821389), Route carried "on" structure: State highway 3002, Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 588 (year 2018), Average Future Daily Traffic: 511 (year 2038), Design Load: HS 25 or greater, Features Intersected: BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 14.0m (45.9ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 39B00051N, Location: _ (Lat: 38.755000, Lng: -84.813889), Route carried "on" structure: State highway 3002, Year Built: 2021, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 588 (year 2018), Average Future Daily Traffic: 511 (year 2038), Design Load: Greater than HL93, Features Intersected: TRIB-BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 62.9 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: 48.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 39B00051N, Location: _ (Lat: 38.755000, Lng: -84.813889), Route carried "on" structure: State highway 3002, Year Built: 2021, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 588 (year 2018), Average Future Daily Traffic: 511 (year 2038), Design Load: Greater than HL93, Features Intersected: TRIB-BIG SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 62.9 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: 48.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 39C00001N, Location: 1.1 MI NW OF JCT KY 16 (Lat: 38.775000, Lng: -84.790556), Route carried "on" structure: County highway 1001, Year Built: 1925, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 273 (year 2009), Average Future Daily Traffic: 237 (year 2029), Features Intersected: LITTLE SUGAR CREEK, Facility Carried by Structure: LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.115, Lanes on structure: 1, 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: 6.7m (22.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $46,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39C00001N, Location: 1.1 MI NW OF JCT KY 16 (Lat: 38.775000, Lng: -84.790556), Route carried "on" structure: County highway 1001, Year Built: 1925, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 273 (year 2009), Average Future Daily Traffic: 237 (year 2029), Features Intersected: LITTLE SUGAR CREEK, Facility Carried by Structure: LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.115, Lanes on structure: 1, 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: 6.7m (22.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $46,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39C00003N, Location: 1.6 MI NW OF JCT KY 16 (Lat: 38.779167, Lng: -84.796944), Route carried "on" structure: County highway 1001, Year Built: 1925, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 273 (year 2009), Average Future Daily Traffic: 237 (year 2029), Features Intersected: LITTLE SUGAR CREEK, Facility Carried by Structure: LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.392, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $48,000, Total Project Cost: $47,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39C00003N, Location: 1.6 MI NW OF JCT KY 16 (Lat: 38.779167, Lng: -84.796944), Route carried "on" structure: County highway 1001, Year Built: 1925, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 273 (year 2009), Average Future Daily Traffic: 237 (year 2029), Features Intersected: LITTLE SUGAR CREEK, Facility Carried by Structure: LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.392, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $48,000, Total Project Cost: $47,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39C00019N, Location: 1.2 M N of KY 16 (Lat: 38.776944, Lng: -84.793056), Route carried "on" structure: County highway 1001, Year Built: 2016, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 273 (year 2009), Average Future Daily Traffic: 237 (year 2029), Design Load: Greater than HL93, Features Intersected: Little Sugar Creek, Facility Carried by Structure: Little Sugar Ck Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.815, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 53.8 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 desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39C00019N, Location: 1.2 M N of KY 16 (Lat: 38.776944, Lng: -84.793056), Route carried "on" structure: County highway 1001, Year Built: 2016, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 273 (year 2009), Average Future Daily Traffic: 237 (year 2029), Design Load: Greater than HL93, Features Intersected: Little Sugar Creek, Facility Carried by Structure: Little Sugar Ck Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.815, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 53.8 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 desirable 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: April 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: 41C00043N, Location: .9 MI W JCT KY 467 (Lat: 38.724167, Lng: -84.775556), Route carried "on" structure: County highway 1312, Year Built: 2013, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 49 (year 2015), Average Future Daily Traffic: 75 (year 2035), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: EAGLE TUNNEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.485, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 74.2m (243.4ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 41C00043N, Location: .9 MI W JCT KY 467 (Lat: 38.724167, Lng: -84.775556), Route carried "on" structure: County highway 1312, Year Built: 2013, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 49 (year 2015), Average Future Daily Traffic: 75 (year 2035), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: EAGLE TUNNEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.485, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 74.2m (243.4ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 94B00035N, Location: ON GALLATIN - OWEN CO LNE (Lat: 38.706111, Lng: -84.825278), Route carried "on" structure: US 127, Year Built: 1993, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 1,443 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,197 (year 2038), Design Load: HS 25 or greater, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94B00035N, Location: ON GALLATIN - OWEN CO LNE (Lat: 38.706111, Lng: -84.825278), Route carried "on" structure: US 127, Year Built: 1993, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 1,443 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,197 (year 2038), Design Load: HS 25 or greater, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 94C00003N, Location: .3 MI NW OF JCT CR 5028 (Lat: 38.674722, Lng: -84.798611), Route carried "on" structure: County highway 1030, Year Built: 1970, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 117 (year 2006), Average Future Daily Traffic: 161 (year 2026), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: BEVERLY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 1, 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: 26.8m (87.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 94C00003N, Location: .3 MI NW OF JCT CR 5028 (Lat: 38.674722, Lng: -84.798611), Route carried "on" structure: County highway 1030, Year Built: 1970, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 117 (year 2006), Average Future Daily Traffic: 161 (year 2026), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: BEVERLY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 1, 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: 26.8m (87.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 39B00007N, Location: 2.5 MI N OF OWEN CO.LN. (Lat: 38.741111, Lng: -84.833333), Route carried "under" structure: Interstate 71, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 37,703 (year 2020), Truck Traffic: 36%, Features Intersected: I-71, Facility Carried by Structure: US-127
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 99.412, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 39B00007N, Location: 2.5 MI N OF OWEN CO.LN. (Lat: 38.741111, Lng: -84.833333), Route carried "under" structure: Interstate 71, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 37,703 (year 2020), Truck Traffic: 36%, Features Intersected: I-71, Facility Carried by Structure: US-127
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 99.412, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 39B00014N, Location: 1.5 MI W OF JCT US 127 (Lat: 38.729444, Lng: -84.853889), Route carried "under" structure: Interstate 71, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 37,703 (year 2020), Truck Traffic: 36%, Features Intersected: I-71 @ 60.373, Facility Carried by Structure: KY-455
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 97.148, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 39B00014N, Location: 1.5 MI W OF JCT US 127 (Lat: 38.729444, Lng: -84.853889), Route carried "under" structure: Interstate 71, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 37,703 (year 2020), Truck Traffic: 36%, Features Intersected: I-71 @ 60.373, Facility Carried by Structure: KY-455
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 97.148, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 39B00025L, Location: SBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807778), Route carried "under" structure: State highway 3002, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 588 (year 2018), Features Intersected: KY3002, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.704, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.2m (43.3ft)
Structure Number: 39B00025L, Location: SBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807778), Route carried "under" structure: State highway 3002, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 588 (year 2018), Features Intersected: KY3002, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.704, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.2m (43.3ft)
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Structure Number: 39B00025R, Location: NBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807222), Route carried "under" structure: State highway 3002, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 588 (year 2018), Features Intersected: KY3002, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.733, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.2m (43.3ft)
Structure Number: 39B00025R, Location: NBL 1.6 N.E. OF US127 NTR (Lat: 38.755000, Lng: -84.807222), Route carried "under" structure: State highway 3002, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 588 (year 2018), Features Intersected: KY3002, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.733, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.2m (43.3ft)
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Structure Number: 39B00026L, Location: SBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777500), Route carried "under" structure: County highway 1001, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 382 (year 2006), Features Intersected: LITTLE SUGAR ROAD, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.640, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 39B00026L, Location: SBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777500), Route carried "under" structure: County highway 1001, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 382 (year 2006), Features Intersected: LITTLE SUGAR ROAD, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.640, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 39B00026R, Location: NBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777222), Route carried "under" structure: County highway 1001, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 382 (year 2006), Features Intersected: LITTLE SUGAR ROAD, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.668, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 39B00026R, Location: NBL 3.5 MI NE-US127 NTRCH (Lat: 38.771111, Lng: -84.777222), Route carried "under" structure: County highway 1001, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 382 (year 2006), Features Intersected: LITTLE SUGAR ROAD, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.668, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)