Bridge Statistics for West Buechel, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 135ft / 41.1mTotal length
- 123,993Total average daily traffic
- 2,696Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Buechel
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 11970-1979
- 21980-1989
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 16.7%Good
- 83.3%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 16.7%Good
- 16.7%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 66.7%Satisfactory
- 33.3%Poor
- Bridge Condition - Channel
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 56B00024N, Location: 0.9 MI S OF I-264 NTRCH (Lat: 38.200556, Lng: -85.662778), Route carried "on" structure: US 31, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50,342 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 47,321 (year 2037), Design Load: HS 20, Features Intersected: S FK BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.983, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 45.3m (148.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2020
Structure Number: 56B00024N, Location: 0.9 MI S OF I-264 NTRCH (Lat: 38.200556, Lng: -85.662778), Route carried "on" structure: US 31, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50,342 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 47,321 (year 2037), Design Load: HS 20, Features Intersected: S FK BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.983, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 45.3m (148.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2020
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Structure Number: 56B00122L, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "on" structure: State highway 1703, Year Built: 1959, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 8,450 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 7,859 (year 2029), Design Load: H 15, Features Intersected: NS RAILROAD & HIKES LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 56B00122L, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "on" structure: State highway 1703, Year Built: 1959, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 8,450 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 7,859 (year 2029), Design Load: H 15, Features Intersected: NS RAILROAD & HIKES LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 56B00122R, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "on" structure: State highway 1703, Year Built: 1959, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 8,450 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 7,859 (year 2029), Design Load: H 15, Features Intersected: NS RAILROAD & HIKES LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.608, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 56B00122R, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "on" structure: State highway 1703, Year Built: 1959, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 8,450 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 7,859 (year 2029), Design Load: H 15, Features Intersected: NS RAILROAD & HIKES LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.608, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 56B00333N, Location: 0.9 MI N OF KY 1703 (Lat: 38.191667, Lng: -85.660556), Route carried "on" structure: State highway 2052, Year Built: 1984, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,673 (year 2015), Average Future Daily Traffic: 10,855 (year 2035), Design Load: HS 20, Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.898, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56B00333N, Location: 0.9 MI N OF KY 1703 (Lat: 38.191667, Lng: -85.660556), Route carried "on" structure: State highway 2052, Year Built: 1984, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,673 (year 2015), Average Future Daily Traffic: 10,855 (year 2035), Design Load: HS 20, Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.898, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 56C00123N, Location: 0.65 MI W OF US 31E (Lat: 38.190556, Lng: -85.667222), Route carried "on" structure: County highway 1002, Year Built: 1972, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 8,324 (year 2020), Average Future Daily Traffic: 7,741 (year 2040), Design Load: HS 20, Features Intersected: NS RAILROAD, Facility Carried by Structure: HIKES LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.472, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C00123N, Location: 0.65 MI W OF US 31E (Lat: 38.190556, Lng: -85.667222), Route carried "on" structure: County highway 1002, Year Built: 1972, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 8,324 (year 2020), Average Future Daily Traffic: 7,741 (year 2040), Design Load: HS 20, Features Intersected: NS RAILROAD, Facility Carried by Structure: HIKES LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.472, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C00181N, Location: 0.25 MI E OF KY 1703 (Lat: 38.194722, Lng: -85.673333), Route carried "on" structure: County highway 1021, Year Built: 1988, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,376 (year 2020), Average Future Daily Traffic: 4,999 (year 2040), Design Load: HS 25 or greater, Features Intersected: S FK BEARGRASS CREEK, Facility Carried by Structure: CHAMPIONS TRACE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56C00181N, Location: 0.25 MI E OF KY 1703 (Lat: 38.194722, Lng: -85.673333), Route carried "on" structure: County highway 1021, Year Built: 1988, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,376 (year 2020), Average Future Daily Traffic: 4,999 (year 2040), Design Load: HS 25 or greater, Features Intersected: S FK BEARGRASS CREEK, Facility Carried by Structure: CHAMPIONS TRACE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 56C00252N, Location: 0.15 MI E OF NEWBURG RD (Lat: 38.196389, Lng: -85.676944), Route carried "on" structure: County highway 1019, Year Built: 2006, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,354 (year 2020), Average Future Daily Traffic: 8,699 (year 2040), Features Intersected: S FORK BEARGRASS CREEK, Facility Carried by Structure: BASHFORD MANOR LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.313, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 56C00252N, Location: 0.15 MI E OF NEWBURG RD (Lat: 38.196389, Lng: -85.676944), Route carried "on" structure: County highway 1019, Year Built: 2006, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,354 (year 2020), Average Future Daily Traffic: 8,699 (year 2040), Features Intersected: S FORK BEARGRASS CREEK, Facility Carried by Structure: BASHFORD MANOR LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.313, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 56C00282N, Location: 0.2 MI W OF HIKES LN (Lat: 38.198056, Lng: -85.665833), Route carried "on" structure: County highway 1021, Year Built: 2021, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,376 (year 2020), Average Future Daily Traffic: 4,999 (year 2040), Design Load: Greater than HL93, Features Intersected: S FORK BEARGRASS CREEK, Facility Carried by Structure: CHAMPIONS TRACE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.157, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56C00282N, Location: 0.2 MI W OF HIKES LN (Lat: 38.198056, Lng: -85.665833), Route carried "on" structure: County highway 1021, Year Built: 2021, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,376 (year 2020), Average Future Daily Traffic: 4,999 (year 2040), Design Load: Greater than HL93, Features Intersected: S FORK BEARGRASS CREEK, Facility Carried by Structure: CHAMPIONS TRACE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.157, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 56B00122L, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "under" structure: County highway 1002, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,324 (year 2020), Features Intersected: NS RAILROAD & HIKES LN, Facility Carried by Structure: KY 1703 SB
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 0.058, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 56B00122L, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "under" structure: County highway 1002, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,324 (year 2020), Features Intersected: NS RAILROAD & HIKES LN, Facility Carried by Structure: KY 1703 SB
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 0.058, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 56B00122R, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "under" structure: County highway 1002, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,324 (year 2020), Features Intersected: NS RAILROAD & HIKES LN, Facility Carried by Structure: KY 1703 NB
Minimum Vertical Clearance: 7.09m (23.26ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 56B00122R, Location: 1.3 MI S OF I-264 (Lat: 38.189722, Lng: -85.671944), Route carried "under" structure: County highway 1002, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,324 (year 2020), Features Intersected: NS RAILROAD & HIKES LN, Facility Carried by Structure: KY 1703 NB
Minimum Vertical Clearance: 7.09m (23.26ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)