Bridge Statistics for Independence, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 184ft / 56.4mTotal length
- 80,868Total average daily traffic
- 3,853Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Independence
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 71970-1979
- 21980-1989
- 11990-1999
- 52000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.8%Very good
- 58.8%Good
- 23.5%Satisfactory
- 5.9%Poor
- Bridge Condition - Superstructure
- 29.4%Very good
- 29.4%Good
- 35.3%Satisfactory
- 5.9%Fair
- Bridge Condition - Substructure
- 17.6%Very good
- 17.6%Good
- 52.9%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 22.2%Very good
- 38.9%Good
- 33.3%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 33.3%Excellent
- 33.3%Very good
- 33.3%Good
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Structure Number: 8B00091N, Location: 0.3 MI EAST OF JCT US-25 (Lat: 38.957500, Lng: -84.616667), Route carried "on" structure: State highway 536, Year Built: 2002, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 6,110 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 5,682 (year 2038), Design Load: HS 25 or greater, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8B00091N, Location: 0.3 MI EAST OF JCT US-25 (Lat: 38.957500, Lng: -84.616667), Route carried "on" structure: State highway 536, Year Built: 2002, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 6,110 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 5,682 (year 2038), Design Load: HS 25 or greater, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 8B00092N, Location: 0.2 MI E. of US-25 (Lat: 38.968611, Lng: -84.612778), Route carried "on" structure: State highway 842, Year Built: 1982, Status: Posted for load, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 9,336 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 8,682 (year 2039), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8B00092N, Location: 0.2 MI E. of US-25 (Lat: 38.968611, Lng: -84.612778), Route carried "on" structure: State highway 842, Year Built: 1982, Status: Posted for load, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 9,336 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 8,682 (year 2039), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 59B00032N, Location: .1 MI S OF JCT KY 2045 (Lat: 38.929444, Lng: -84.560833), Route carried "on" structure: State highway 536, Year Built: 1970, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,236 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,589 (year 2038), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: BRISTOW ROAD/SHAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 59B00032N, Location: .1 MI S OF JCT KY 2045 (Lat: 38.929444, Lng: -84.560833), Route carried "on" structure: State highway 536, Year Built: 1970, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,236 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,589 (year 2038), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: BRISTOW ROAD/SHAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 59B00033N, Location: .85 MI SOU. OF JCT KY 177 (Lat: 38.967500, Lng: -84.480000), Route carried "on" structure: State highway 2047, Year Built: 1965, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 151 (year 2018), Average Future Daily Traffic: 141 (year 2038), Design Load: H 20, Features Intersected: DECOURSEY CREEK, Facility Carried by Structure: KLETTE RD/OLD DECO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.921, Lanes on structure: 2, Owner: State 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: 9.4m (30.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 59B00033N, Location: .85 MI SOU. OF JCT KY 177 (Lat: 38.967500, Lng: -84.480000), Route carried "on" structure: State highway 2047, Year Built: 1965, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 151 (year 2018), Average Future Daily Traffic: 141 (year 2038), Design Load: H 20, Features Intersected: DECOURSEY CREEK, Facility Carried by Structure: KLETTE RD/OLD DECO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.921, Lanes on structure: 2, Owner: State 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: 9.4m (30.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 59B00105N, Location: .02 MI W. OF KY 2043 (Lat: 38.941667, Lng: -84.580833), Route carried "on" structure: State highway 536, Year Built: 2000, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 11,962 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 11,124 (year 2039), Design Load: HS 25 or greater, Features Intersected: BANKLICK CREEK & CSX RR, Facility Carried by Structure: BRISTOW ROAD/SHAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59B00105N, Location: .02 MI W. OF KY 2043 (Lat: 38.941667, Lng: -84.580833), Route carried "on" structure: State highway 536, Year Built: 2000, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 11,962 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 11,124 (year 2039), Design Load: HS 25 or greater, Features Intersected: BANKLICK CREEK & CSX RR, Facility Carried by Structure: BRISTOW ROAD/SHAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 59B00111N, Location: .07 E of KY 17 (Lat: 38.943333, Lng: -84.530556), Route carried "on" structure: State highway 2045, Year Built: 2007, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 3,262 (year 2016), Average Future Daily Traffic: 3,033 (year 2036), Design Load: HS 25 or greater, Features Intersected: FOWLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59B00111N, Location: .07 E of KY 17 (Lat: 38.943333, Lng: -84.530556), Route carried "on" structure: State highway 2045, Year Built: 2007, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 3,262 (year 2016), Average Future Daily Traffic: 3,033 (year 2036), Design Load: HS 25 or greater, Features Intersected: FOWLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 59B00120N, Location: .3 MI N OF JCT KY 1303 (Lat: 38.936944, Lng: -84.557778), Route carried "on" structure: State highway 2045, Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,167 (year 2018), Average Future Daily Traffic: 2,015 (year 2038), Design Load: Greater than HL93, Features Intersected: Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 59B00120N, Location: .3 MI N OF JCT KY 1303 (Lat: 38.936944, Lng: -84.557778), Route carried "on" structure: State highway 2045, Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,167 (year 2018), Average Future Daily Traffic: 2,015 (year 2038), Design Load: Greater than HL93, Features Intersected: Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 59C00014N, Location: .65 MI NW OF JCT CR 5112 (Lat: 38.891944, Lng: -84.480556), Route carried "on" structure: County highway 1132, Year Built: 1970, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 154 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: VANCE BRANCH, Facility Carried by Structure: KENTON STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00014N, Location: .65 MI NW OF JCT CR 5112 (Lat: 38.891944, Lng: -84.480556), Route carried "on" structure: County highway 1132, Year Built: 1970, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 154 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: VANCE BRANCH, Facility Carried by Structure: KENTON STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00015N, Location: .2 MI W OF JCT CR 5132 (Lat: 38.894167, Lng: -84.502500), Route carried "on" structure: County highway 1135, Year Built: 1970, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 77 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: H 20, Features Intersected: BOWMAN CREEK, Facility Carried by Structure: MARTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.695, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00015N, Location: .2 MI W OF JCT CR 5132 (Lat: 38.894167, Lng: -84.502500), Route carried "on" structure: County highway 1135, Year Built: 1970, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 77 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: H 20, Features Intersected: BOWMAN CREEK, Facility Carried by Structure: MARTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.695, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00017N, Location: .65 MI W OF JCT KY 2043 (Lat: 38.931667, Lng: -84.596667), Route carried "on" structure: County highway 1231, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,061 (year 2018), Average Future Daily Traffic: 1,916 (year 2038), Design Load: H 20, Features Intersected: BR OF BANKLICK CREEK, Facility Carried by Structure: MAHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.309, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00017N, Location: .65 MI W OF JCT KY 2043 (Lat: 38.931667, Lng: -84.596667), Route carried "on" structure: County highway 1231, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,061 (year 2018), Average Future Daily Traffic: 1,916 (year 2038), Design Load: H 20, Features Intersected: BR OF BANKLICK CREEK, Facility Carried by Structure: MAHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.309, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00045N, Location: 50 FT WEST -KY 2043 (Lat: 38.928611, Lng: -84.585278), Route carried "on" structure: County highway 1231, Year Built: 1981, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 2,061 (year 2018), Average Future Daily Traffic: 1,916 (year 2038), Design Load: HS 20, Features Intersected: BANK LICK CREEK, Facility Carried by Structure: MAHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00045N, Location: 50 FT WEST -KY 2043 (Lat: 38.928611, Lng: -84.585278), Route carried "on" structure: County highway 1231, Year Built: 1981, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 2,061 (year 2018), Average Future Daily Traffic: 1,916 (year 2038), Design Load: HS 20, Features Intersected: BANK LICK CREEK, Facility Carried by Structure: MAHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00055N, Location: 1.6 MI NW OF JCT KY 17 (Lat: 38.962222, Lng: -84.556667), Route carried "on" structure: County highway 1146, Year Built: 1970, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,978 (year 2020), Average Future Daily Traffic: 1,839 (year 2040), Design Load: HS 20, Features Intersected: BANKLICK CREEK, Facility Carried by Structure: INDEPENDENCE STATI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, 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: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00055N, Location: 1.6 MI NW OF JCT KY 17 (Lat: 38.962222, Lng: -84.556667), Route carried "on" structure: County highway 1146, Year Built: 1970, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,978 (year 2020), Average Future Daily Traffic: 1,839 (year 2040), Design Load: HS 20, Features Intersected: BANKLICK CREEK, Facility Carried by Structure: INDEPENDENCE STATI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.930, 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: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00056N, Location: .76 MI NW OF JCT KY 17 (Lat: 38.953611, Lng: -84.553333), Route carried "on" structure: County highway 1146, Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,978 (year 2020), Average Future Daily Traffic: 1,839 (year 2040), Design Load: H 20, Features Intersected: BRUSHY FK OF BANKLICK CR, Facility Carried by Structure: INDEPENDENCE STATI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.137, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00056N, Location: .76 MI NW OF JCT KY 17 (Lat: 38.953611, Lng: -84.553333), Route carried "on" structure: County highway 1146, Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,978 (year 2020), Average Future Daily Traffic: 1,839 (year 2040), Design Load: H 20, Features Intersected: BRUSHY FK OF BANKLICK CR, Facility Carried by Structure: INDEPENDENCE STATI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.137, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00061N, Location: SOUTH JCT CR 5009 (Lat: 38.956667, Lng: -84.477778), Route carried "on" structure: City street 1007, Year Built: 1999, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 170 (year 2006), Average Future Daily Traffic: 232 (year 2026), Design Load: HS 25 or greater, Features Intersected: DECOURSEY CREEK, Facility Carried by Structure: MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.204, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59C00061N, Location: SOUTH JCT CR 5009 (Lat: 38.956667, Lng: -84.477778), Route carried "on" structure: City street 1007, Year Built: 1999, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 170 (year 2006), Average Future Daily Traffic: 232 (year 2026), Design Load: HS 25 or greater, Features Intersected: DECOURSEY CREEK, Facility Carried by Structure: MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.204, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 59C00063N, Location: .1 MI S OF JCT KY 536 (Lat: 38.945278, Lng: -84.586667), Route carried "on" structure: City street 1386, Year Built: 2002, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 204 (year 2006), Average Future Daily Traffic: 278 (year 2026), Design Load: HS 25 or greater, Features Intersected: TRIB TO BANKLICK CREEK, Facility Carried by Structure: HOGREFFE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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 minimum 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: 59C00063N, Location: .1 MI S OF JCT KY 536 (Lat: 38.945278, Lng: -84.586667), Route carried "on" structure: City street 1386, Year Built: 2002, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 204 (year 2006), Average Future Daily Traffic: 278 (year 2026), Design Load: HS 25 or greater, Features Intersected: TRIB TO BANKLICK CREEK, Facility Carried by Structure: HOGREFFE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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 minimum 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: 59C00065N, Location: 0.1 Mile West of Jct.1829 (Lat: 38.978333, Lng: -84.559722), Route carried "on" structure: City street 1217, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 50 (year 2029), Design Load: HS 20, Features Intersected: BANKLICK CREEK, Facility Carried by Structure: WEBSTER RD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.309, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C00065N, Location: 0.1 Mile West of Jct.1829 (Lat: 38.978333, Lng: -84.559722), Route carried "on" structure: City street 1217, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 50 (year 2029), Design Load: HS 20, Features Intersected: BANKLICK CREEK, Facility Carried by Structure: WEBSTER RD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.309, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C00066N, Location: 0.1 MI EA OF JCT KY-1829 (Lat: 38.976111, Lng: -84.544444), Route carried "on" structure: City street 1105, Year Built: 2010, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 1,110 (year 2011), Average Future Daily Traffic: 1,512 (year 2031), Features Intersected: BANKLICK CREEK, Facility Carried by Structure: OLD RICHARDSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 59C00066N, Location: 0.1 MI EA OF JCT KY-1829 (Lat: 38.976111, Lng: -84.544444), Route carried "on" structure: City street 1105, Year Built: 2010, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 1,110 (year 2011), Average Future Daily Traffic: 1,512 (year 2031), Features Intersected: BANKLICK CREEK, Facility Carried by Structure: OLD RICHARDSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 59C00069N, Location: .3 MI N OF JCT MAHER RD (Lat: 38.937778, Lng: -84.604444), Route carried "on" structure: City street 1084, Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 154 (year 2013), Average Future Daily Traffic: 210 (year 2033), Design Load: HS 25 or greater, Features Intersected: TRIB. WOLF PEN BRANCH CK, Facility Carried by Structure: GLENHURST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59C00069N, Location: .3 MI N OF JCT MAHER RD (Lat: 38.937778, Lng: -84.604444), Route carried "on" structure: City street 1084, Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 154 (year 2013), Average Future Daily Traffic: 210 (year 2033), Design Load: HS 25 or greater, Features Intersected: TRIB. WOLF PEN BRANCH CK, Facility Carried by Structure: GLENHURST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 59C00070N, Location: 15' S OF JCT KY 1486 (Lat: 38.965833, Lng: -84.526944), Route carried "on" structure: City street 1017, Year Built: 2016, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 231 (year 2016), Average Future Daily Traffic: 315 (year 2036), Design Load: Greater than HL93, Features Intersected: Fowler Creek, Facility Carried by Structure: Pelly RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.502, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 56.1 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: 43.7 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: Superior to present desirable criteria, Deck Geometry: Better than 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: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59C00070N, Location: 15' S OF JCT KY 1486 (Lat: 38.965833, Lng: -84.526944), Route carried "on" structure: City street 1017, Year Built: 2016, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 231 (year 2016), Average Future Daily Traffic: 315 (year 2036), Design Load: Greater than HL93, Features Intersected: Fowler Creek, Facility Carried by Structure: Pelly RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.502, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 56.1 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: 43.7 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: Superior to present desirable criteria, Deck Geometry: Better than 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: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 59C00075N, Location: .25 MI N OF JCT KY 2044 (Lat: 38.947778, Lng: -84.483056), Route carried "on" structure: County highway 1080, Year Built: 2016, Status: Posted for load, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 671 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 563 (year 2037), Design Load: Greater than HL93, Features Intersected: Decoursey Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59C00075N, Location: .25 MI N OF JCT KY 2044 (Lat: 38.947778, Lng: -84.483056), Route carried "on" structure: County highway 1080, Year Built: 2016, Status: Posted for load, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 671 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 563 (year 2037), Design Load: Greater than HL93, Features Intersected: Decoursey Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 59B00001N, Location: 1 MI W-KY1303 NR BOONE CL (Lat: 38.978056, Lng: -84.611111), Route carried "under" structure: State highway 1829, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 19,747 (year 2019), Truck Traffic: 8%, Features Intersected: INDUSTRIAL ROAD KY-1829, Facility Carried by Structure: NS (CNO&TP) SY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 59B00001N, Location: 1 MI W-KY1303 NR BOONE CL (Lat: 38.978056, Lng: -84.611111), Route carried "under" structure: State highway 1829, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 19,747 (year 2019), Truck Traffic: 8%, Features Intersected: INDUSTRIAL ROAD KY-1829, Facility Carried by Structure: NS (CNO&TP) SY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 59R00613N, Location: .5 MI.-W.-JCT KY 17 (Lat: 38.975278, Lng: -84.550000), Route carried "under" structure: State highway 1829, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 6,382 (year 2020), Truck Traffic: 3%, Features Intersected: CSX RR OVR RICHRDSN RD N, Facility Carried by Structure: RICHARDSON ROAD
Kilometerpoint: 5.893, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.3m (1.0ft)
Structure Number: 59R00613N, Location: .5 MI.-W.-JCT KY 17 (Lat: 38.975278, Lng: -84.550000), Route carried "under" structure: State highway 1829, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 6,382 (year 2020), Truck Traffic: 3%, Features Intersected: CSX RR OVR RICHRDSN RD N, Facility Carried by Structure: RICHARDSON ROAD
Kilometerpoint: 5.893, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.3m (1.0ft)
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Structure Number: 59R00632N, Location: 1.3 MI- W JCT KY 17 (Lat: 38.955000, Lng: -84.574444), Route carried "under" structure: City street 1045, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 1,616 (year 2020), Features Intersected: CSX RR OVR-BANKLICK CK&C, Facility Carried by Structure: CODY RD
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 2.062, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 59R00632N, Location: 1.3 MI- W JCT KY 17 (Lat: 38.955000, Lng: -84.574444), Route carried "under" structure: City street 1045, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 1,616 (year 2020), Features Intersected: CSX RR OVR-BANKLICK CK&C, Facility Carried by Structure: CODY RD
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 2.062, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)