Bridge Statistics for Buckner, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 154ft / 47.0mTotal length
- 316,206Total average daily traffic
- 75,003Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Buckner
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 81960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Good
- 58.3%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 33.3%Satisfactory
- 41.7%Fair
- Bridge Condition - Channel
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Fair
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Structure Number: 93B00009N, Location: 0.75 MI W OF KY 1817 (Lat: 38.369167, Lng: -85.443889), Route carried "on" structure: State highway 146, Year Built: 1968, Status: Posted for load, Structure Length: 10.22m (33.53ft), Average Daily Traffic: 13,728 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 12,767 (year 2038), Design Load: HS 20, Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 93B00009N, Location: 0.75 MI W OF KY 1817 (Lat: 38.369167, Lng: -85.443889), Route carried "on" structure: State highway 146, Year Built: 1968, Status: Posted for load, Structure Length: 10.22m (33.53ft), Average Daily Traffic: 13,728 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 12,767 (year 2038), Design Load: HS 20, Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 93B00013N, Location: 1.65 MI S OF US 42 (Lat: 38.421667, Lng: -85.467778), Route carried "on" structure: State highway 393, Year Built: 1940, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,757 (year 2018), Average Future Daily Traffic: 1,546 (year 2038), Design Load: HS 20, Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 93B00013N, Location: 1.65 MI S OF US 42 (Lat: 38.421667, Lng: -85.467778), Route carried "on" structure: State highway 393, Year Built: 1940, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,757 (year 2018), Average Future Daily Traffic: 1,546 (year 2038), Design Load: HS 20, Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 93B00025N, Location: 1.8 MI N OF KY 329 (Lat: 38.387500, Lng: -85.524167), Route carried "on" structure: State highway 1694, Year Built: 1957, Status: Posted for load, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 934 (year 2018), Average Future Daily Traffic: 821 (year 2038), Design Load: H 15, Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 93B00025N, Location: 1.8 MI N OF KY 329 (Lat: 38.387500, Lng: -85.524167), Route carried "on" structure: State highway 1694, Year Built: 1957, Status: Posted for load, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 934 (year 2018), Average Future Daily Traffic: 821 (year 2038), Design Load: H 15, Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 93B00028L, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.378056, Lng: -85.428056), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 25,683 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 27,481 (year 2040), Design Load: HS 20, Features Intersected: KY 393
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.840, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 93B00028L, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.378056, Lng: -85.428056), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 25,683 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 27,481 (year 2040), Design Load: HS 20, Features Intersected: KY 393
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.840, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 93B00028R, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.376111, Lng: -85.427222), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 25,683 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 27,481 (year 2040), Design Load: HS 20, Features Intersected: KY 393
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.786, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 93B00028R, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.376111, Lng: -85.427222), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 25,683 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 27,481 (year 2040), Design Load: HS 20, Features Intersected: KY 393
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.786, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 93B00039N, Location: 0.45 MI N OF KY 146 NTRCH (Lat: 38.371667, Lng: -85.436667), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 64,158 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 68,649 (year 2039), Features Intersected: N FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.831, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 93B00039N, Location: 0.45 MI N OF KY 146 NTRCH (Lat: 38.371667, Lng: -85.436667), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 64,158 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 68,649 (year 2039), Features Intersected: N FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.831, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 93B00052N, Location: 0.6 MI S OF KY 146 (Lat: 38.377222, Lng: -85.427778), Route carried "on" structure: State highway 393, Year Built: 1996, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 9 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8 (year 2039), Design Load: HS 25 or greater, Features Intersected: N FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 93B00052N, Location: 0.6 MI S OF KY 146 (Lat: 38.377222, Lng: -85.427778), Route carried "on" structure: State highway 393, Year Built: 1996, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 9 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8 (year 2039), Design Load: HS 25 or greater, Features Intersected: N FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 93B00053N, Location: 1.6 MI E OF KY 329 (Lat: 38.381389, Lng: -85.493056), Route carried "on" structure: State highway 1817, Year Built: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 254 (year 2020), Average Future Daily Traffic: 220 (year 2040), Design Load: HS 25 or greater, Features Intersected: S FORK DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 93B00053N, Location: 1.6 MI E OF KY 329 (Lat: 38.381389, Lng: -85.493056), Route carried "on" structure: State highway 1817, Year Built: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 254 (year 2020), Average Future Daily Traffic: 220 (year 2040), Design Load: HS 25 or greater, Features Intersected: S FORK DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 93B00054N, Location: 1.8 MI E OF KY 329 (Lat: 38.383333, Lng: -85.490556), Route carried "on" structure: State highway 1817, Year Built: 1997, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 254 (year 2020), Average Future Daily Traffic: 220 (year 2040), Design Load: HS 25 or greater, Features Intersected: DARBY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.939, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 93B00054N, Location: 1.8 MI E OF KY 329 (Lat: 38.383333, Lng: -85.490556), Route carried "on" structure: State highway 1817, Year Built: 1997, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 254 (year 2020), Average Future Daily Traffic: 220 (year 2040), Design Load: HS 25 or greater, Features Intersected: DARBY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.939, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 93B00057N, Location: 0.45 MI N OF KY 22 (Lat: 38.356389, Lng: -85.416389), Route carried "on" structure: State highway 393, Year Built: 2008, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 6,709 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 6,239 (year 2039), Design Load: HS 25 or greater, Features Intersected: S FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 93B00057N, Location: 0.45 MI N OF KY 22 (Lat: 38.356389, Lng: -85.416389), Route carried "on" structure: State highway 393, Year Built: 2008, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 6,709 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 6,239 (year 2039), Design Load: HS 25 or greater, Features Intersected: S FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 93C00007N, Location: 0.8 MI E OF KY 393 (Lat: 38.417500, Lng: -85.448333), Route carried "on" structure: County highway 1333, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 48 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: N FORK CEDAR CREEK, Facility Carried by Structure: FENDLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.233, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 93C00007N, Location: 0.8 MI E OF KY 393 (Lat: 38.417500, Lng: -85.448333), Route carried "on" structure: County highway 1333, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 48 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: N FORK CEDAR CREEK, Facility Carried by Structure: FENDLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.233, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 93C00012N, Location: 200 FT N OF KY 1817 (Lat: 38.382500, Lng: -85.493056), Route carried "on" structure: County highway 1239, Year Built: 1983, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 74 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: DARBY FORK, Facility Carried by Structure: HALLS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 6.5m (21.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 93C00012N, Location: 200 FT N OF KY 1817 (Lat: 38.382500, Lng: -85.493056), Route carried "on" structure: County highway 1239, Year Built: 1983, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 74 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: DARBY FORK, Facility Carried by Structure: HALLS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 6.5m (21.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 93C00016N, Location: 350 FT W OF KY 1817 (Lat: 38.378333, Lng: -85.464167), Route carried "on" structure: County highway 1240, Year Built: 1994, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 185 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: DARBY FORK, Facility Carried by Structure: OLD ZARING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.164, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 8.8m (28.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 93C00016N, Location: 350 FT W OF KY 1817 (Lat: 38.378333, Lng: -85.464167), Route carried "on" structure: County highway 1240, Year Built: 1994, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 185 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: DARBY FORK, Facility Carried by Structure: OLD ZARING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.164, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 8.8m (28.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 93B00009N, Location: 0.75 MI W OF KY 1817 (Lat: 38.369167, Lng: -85.443889), Route carried "under" structure: Interstate 71, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 41,399 (year 2017), Truck Traffic: 18%, Features Intersected: I-71, Facility Carried by Structure: KY 146
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 28.110, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 93B00009N, Location: 0.75 MI W OF KY 1817 (Lat: 38.369167, Lng: -85.443889), Route carried "under" structure: Interstate 71, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 41,399 (year 2017), Truck Traffic: 18%, Features Intersected: I-71, Facility Carried by Structure: KY 146
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 28.110, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 93B00028L, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.378056, Lng: -85.428056), Route carried "under" structure: State highway 393, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 9 (year 2019), Truck Traffic: 5%, Features Intersected: KY 393, Facility Carried by Structure: I-71 SB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 7.421, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 93B00028L, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.378056, Lng: -85.428056), Route carried "under" structure: State highway 393, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 9 (year 2019), Truck Traffic: 5%, Features Intersected: KY 393, Facility Carried by Structure: I-71 SB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 7.421, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 93B00028R, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.376111, Lng: -85.427222), Route carried "under" structure: State highway 393, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,006 (year 2020), Truck Traffic: 8%, Features Intersected: KY 393, Facility Carried by Structure: I-71 NB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 7.221, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 93B00028R, Location: 1.0 MI N OF KY 146 NTRCH (Lat: 38.376111, Lng: -85.427222), Route carried "under" structure: State highway 393, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,006 (year 2020), Truck Traffic: 8%, Features Intersected: KY 393, Facility Carried by Structure: I-71 NB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 7.221, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 93B00029N, Location: 130 FT N OF KY 146 NTRCH (Lat: 38.369167, Lng: -85.443611), Route carried "under" structure: Interstate 71, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 64,158 (year 2019), Truck Traffic: 27%, Features Intersected: I-71, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 28.155, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 93B00029N, Location: 130 FT N OF KY 146 NTRCH (Lat: 38.369167, Lng: -85.443611), Route carried "under" structure: Interstate 71, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 64,158 (year 2019), Truck Traffic: 27%, Features Intersected: I-71, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 28.155, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 93B00058N, Location: 190 FT N OF KY 146 NTRCH (Lat: 38.368889, Lng: -85.443611), Route carried "under" structure: Interstate 71, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 64,158 (year 2019), Truck Traffic: 27%, Features Intersected: I-71, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 28.162, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 93B00058N, Location: 190 FT N OF KY 146 NTRCH (Lat: 38.368889, Lng: -85.443611), Route carried "under" structure: Interstate 71, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 64,158 (year 2019), Truck Traffic: 27%, Features Intersected: I-71, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 28.162, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)