Bridge Statistics for New Hope, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 79ft / 24.3mTotal length
- $487,000Total costs
- 5,976Total average daily traffic
- 450Total average daily truck traffic
- 5,244Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Hope
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 11970-1979
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 88.9%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 66.7%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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Structure Number: 78C00140N, Location: 0.4 Mi East of KY 457 (Lat: 37.587778, Lng: -85.499444), Route carried "on" structure: County highway 1330, Year Built: 2012, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 210 (year 2009), Average Future Daily Traffic: 182 (year 2029), Features Intersected: Sulphur Lick Creek, Facility Carried by Structure: Sulphur Lick Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00140N, Location: 0.4 Mi East of KY 457 (Lat: 37.587778, Lng: -85.499444), Route carried "on" structure: County highway 1330, Year Built: 2012, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 210 (year 2009), Average Future Daily Traffic: 182 (year 2029), Features Intersected: Sulphur Lick Creek, Facility Carried by Structure: Sulphur Lick Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 90B00033N, Location: .8 MI W OF N-JCT KY 457 (Lat: 37.650000, Lng: -85.523056), Route carried "on" structure: State highway 52, Year Built: 1930, Year Reconstructed: 2019, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,618 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,423 (year 2036), Design Load: H 15, Features Intersected: MONKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $390,000, Total Project Cost: $390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90B00033N, Location: .8 MI W OF N-JCT KY 457 (Lat: 37.650000, Lng: -85.523056), Route carried "on" structure: State highway 52, Year Built: 1930, Year Reconstructed: 2019, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,618 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,423 (year 2036), Design Load: H 15, Features Intersected: MONKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $390,000, Total Project Cost: $390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 90B00034N, Location: .6 MI E OF S-JCT KY 457 (Lat: 37.635000, Lng: -85.493333), Route carried "on" structure: State highway 52, Year Built: 1930, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,072 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 943 (year 2038), Design Load: H 15, Features Intersected: CULBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.304, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $97,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 90B00034N, Location: .6 MI E OF S-JCT KY 457 (Lat: 37.635000, Lng: -85.493333), Route carried "on" structure: State highway 52, Year Built: 1930, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,072 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 943 (year 2038), Design Load: H 15, Features Intersected: CULBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.304, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $97,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90B00038N, Location: .50 MI WEST OF JCT KY 457 (Lat: 37.566667, Lng: -85.522778), Route carried "on" structure: State highway 84, Year Built: 1935, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 423 (year 2018), Average Future Daily Traffic: 372 (year 2038), Design Load: H 15, Features Intersected: SULPHUR LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 90B00038N, Location: .50 MI WEST OF JCT KY 457 (Lat: 37.566667, Lng: -85.522778), Route carried "on" structure: State highway 84, Year Built: 1935, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 423 (year 2018), Average Future Daily Traffic: 372 (year 2038), Design Load: H 15, Features Intersected: SULPHUR LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 90B00085N, Location: 1.7 MI NOR. OF JCT KY 84 (Lat: 37.587500, Lng: -85.506111), Route carried "on" structure: State highway 457, Year Built: 1955, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 345 (year 2019), Average Future Daily Traffic: 303 (year 2039), Design Load: H 15, Features Intersected: SULPHUR LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 90B00085N, Location: 1.7 MI NOR. OF JCT KY 84 (Lat: 37.587500, Lng: -85.506111), Route carried "on" structure: State highway 457, Year Built: 1955, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 345 (year 2019), Average Future Daily Traffic: 303 (year 2039), Design Load: H 15, Features Intersected: SULPHUR LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 90B00097N, Location: .2 MI NW OF S-JCT KY 457 (Lat: 37.637500, Lng: -85.507778), Route carried "on" structure: State highway 52, Year Built: 1977, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,618 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,423 (year 2036), Design Load: HS 20, Features Intersected: POTTINGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 90B00097N, Location: .2 MI NW OF S-JCT KY 457 (Lat: 37.637500, Lng: -85.507778), Route carried "on" structure: State highway 52, Year Built: 1977, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,618 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,423 (year 2036), Design Load: HS 20, Features Intersected: POTTINGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90C00048N, Location: 1:1 MI N JCT KY 457 (Lat: 37.682500, Lng: -85.487222), Route carried "on" structure: County highway 1137, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 231 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 25 or greater, Features Intersected: MONKS CREEK, Facility Carried by Structure: CLARKTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90C00048N, Location: 1:1 MI N JCT KY 457 (Lat: 37.682500, Lng: -85.487222), Route carried "on" structure: County highway 1137, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 231 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 25 or greater, Features Intersected: MONKS CREEK, Facility Carried by Structure: CLARKTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 90C00052N, Location: 1 MI N-KY 457 (Lat: 37.681389, Lng: -85.504167), Route carried "on" structure: County highway 1140, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 299 (year 2010), Average Future Daily Traffic: 260 (year 2030), Design Load: HS 25 or greater, Features Intersected: MONKS CREEK, Facility Carried by Structure: JIM CLARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90C00052N, Location: 1 MI N-KY 457 (Lat: 37.681389, Lng: -85.504167), Route carried "on" structure: County highway 1140, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 299 (year 2010), Average Future Daily Traffic: 260 (year 2030), Design Load: HS 25 or greater, Features Intersected: MONKS CREEK, Facility Carried by Structure: JIM CLARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 90C00056N, Location: .3 MI N JCT KY 52 (Lat: 37.641389, Lng: -85.493056), Route carried "on" structure: County highway 1143, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 8 (year 2030), Design Load: HS 25 or greater, Features Intersected: POTTINGER CREEK, Facility Carried by Structure: ETHEL SMITH LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.385, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90C00056N, Location: .3 MI N JCT KY 52 (Lat: 37.641389, Lng: -85.493056), Route carried "on" structure: County highway 1143, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 8 (year 2030), Design Load: HS 25 or greater, Features Intersected: POTTINGER CREEK, Facility Carried by Structure: ETHEL SMITH LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.385, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: July 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: 90C00066N, Location: 0.9 MI. W OF JCT KY 457 (Lat: 37.630000, Lng: -85.524167), Route carried "on" structure: County highway 1220, Year Built: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2010), Average Future Daily Traffic: 130 (year 2030), Design Load: HS 25 or greater, Features Intersected: OLD COON CREEK, Facility Carried by Structure: Walter Hall Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.444, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90C00066N, Location: 0.9 MI. W OF JCT KY 457 (Lat: 37.630000, Lng: -85.524167), Route carried "on" structure: County highway 1220, Year Built: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2010), Average Future Daily Traffic: 130 (year 2030), Design Load: HS 25 or greater, Features Intersected: OLD COON CREEK, Facility Carried by Structure: Walter Hall Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.444, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing