Bridge Statistics for Paintsville, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 69Number of bridges
- 1,056ft / 322mTotal length
- $7,979,000Total costs
- 191,097Total average daily traffic
- 17,384Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Paintsville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21940-1949
- 31950-1959
- 81960-1969
- 71970-1979
- 71980-1989
- 271990-1999
- 82000-2009
- 42010-2019
- Bridge Condition - Deck
- 3.6%Very good
- 41.8%Good
- 50.9%Satisfactory
- 3.6%Fair
- Bridge Condition - Superstructure
- 10.9%Very good
- 36.4%Good
- 47.3%Satisfactory
- 5.5%Fair
- Bridge Condition - Substructure
- 1.8%Very good
- 41.8%Good
- 40.0%Satisfactory
- 14.5%Fair
- 1.8%Poor
- Bridge Condition - Channel
- 1.7%Excellent
- 41.4%Very good
- 37.9%Good
- 15.5%Satisfactory
- 1.7%Fair
- 1.7%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 33.3%Good
- 50.0%Satisfactory
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Structure Number: 58C00011N, Location: .1 MI S OF JCT US 23 (Lat: 37.864167, Lng: -82.789722), Route carried "on" structure: County highway 1076, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 335 (year 2011), Average Future Daily Traffic: 291 (year 2031), Features Intersected: ON RUSH FORK CREEK, Facility Carried by Structure: W.R. CASTLE SCHOOL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.071, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 58C00011N, Location: .1 MI S OF JCT US 23 (Lat: 37.864167, Lng: -82.789722), Route carried "on" structure: County highway 1076, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 335 (year 2011), Average Future Daily Traffic: 291 (year 2031), Features Intersected: ON RUSH FORK CREEK, Facility Carried by Structure: W.R. CASTLE SCHOOL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.071, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 58C00014N, Location: 0.01 MI S of KY 321 (Lat: 37.766667, Lng: -82.782778), Route carried "on" structure: County highway 1147, Year Built: 1967, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 787 (year 2011), Average Future Daily Traffic: 739 (year 2031), Design Load: H 15, Features Intersected: Levisa Fork, Facility Carried by Structure: Industrial Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 58C00014N, Location: 0.01 MI S of KY 321 (Lat: 37.766667, Lng: -82.782778), Route carried "on" structure: County highway 1147, Year Built: 1967, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 787 (year 2011), Average Future Daily Traffic: 739 (year 2031), Design Load: H 15, Features Intersected: Levisa Fork, Facility Carried by Structure: Industrial Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 58C00016N, Location: .1 MI S OF JCT KY 40 (Lat: 37.820833, Lng: -82.887500), Route carried "on" structure: County highway 1211, Year Built: 1970, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 231 (year 2011), Average Future Daily Traffic: 200 (year 2031), Design Load: H 20, Features Intersected: PAINT CREEK, Facility Carried by Structure: BARNETTS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $122,000, Total Project Cost: $122,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00016N, Location: .1 MI S OF JCT KY 40 (Lat: 37.820833, Lng: -82.887500), Route carried "on" structure: County highway 1211, Year Built: 1970, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 231 (year 2011), Average Future Daily Traffic: 200 (year 2031), Design Load: H 20, Features Intersected: PAINT CREEK, Facility Carried by Structure: BARNETTS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $122,000, Total Project Cost: $122,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00018N, Location: .1 MI W OF JCT KY 825 (Lat: 37.759167, Lng: -82.869167), Route carried "on" structure: County highway 1225, Year Built: 1977, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 328 (year 2011), Average Future Daily Traffic: 285 (year 2031), Design Load: HS 20, Features Intersected: JENNY'S CREEK, Facility Carried by Structure: ASA CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, 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: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $180,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00018N, Location: .1 MI W OF JCT KY 825 (Lat: 37.759167, Lng: -82.869167), Route carried "on" structure: County highway 1225, Year Built: 1977, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 328 (year 2011), Average Future Daily Traffic: 285 (year 2031), Design Load: HS 20, Features Intersected: JENNY'S CREEK, Facility Carried by Structure: ASA CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, 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: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $180,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00029N, Location: @ JCT of KY 172 (Lat: 37.846944, Lng: -82.858889), Route carried "on" structure: County highway 1261, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 257 (year 2011), Average Future Daily Traffic: 223 (year 2031), Design Load: HS 20, Features Intersected: Mudlick Creek, Facility Carried by Structure: Rocky Knob Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 1, 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-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $94,000, Total Project Cost: $93,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 58C00029N, Location: @ JCT of KY 172 (Lat: 37.846944, Lng: -82.858889), Route carried "on" structure: County highway 1261, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 257 (year 2011), Average Future Daily Traffic: 223 (year 2031), Design Load: HS 20, Features Intersected: Mudlick Creek, Facility Carried by Structure: Rocky Knob Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 1, 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-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $94,000, Total Project Cost: $93,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 58C00032N, Location: @ JCT KY 581 (Lat: 37.844722, Lng: -82.748611), Route carried "on" structure: County highway 1010, Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 95 (year 2011), Average Future Daily Traffic: 82 (year 2031), Design Load: HS 25 or greater, Features Intersected: TOMS CREEK, Facility Carried by Structure: WEBB BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.101, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00032N, Location: @ JCT KY 581 (Lat: 37.844722, Lng: -82.748611), Route carried "on" structure: County highway 1010, Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 95 (year 2011), Average Future Daily Traffic: 82 (year 2031), Design Load: HS 25 or greater, Features Intersected: TOMS CREEK, Facility Carried by Structure: WEBB BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.101, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00034N, Location: .1 MI SW JCT KY 1559 (Lat: 37.886389, Lng: -82.800833), Route carried "on" structure: County highway 1064, Year Built: 1991, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 135 (year 2011), Average Future Daily Traffic: 117 (year 2031), Design Load: HS 25 or greater, Features Intersected: TOMS CREEK, Facility Carried by Structure: ROTHWELL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00034N, Location: .1 MI SW JCT KY 1559 (Lat: 37.886389, Lng: -82.800833), Route carried "on" structure: County highway 1064, Year Built: 1991, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 135 (year 2011), Average Future Daily Traffic: 117 (year 2031), Design Load: HS 25 or greater, Features Intersected: TOMS CREEK, Facility Carried by Structure: ROTHWELL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00035N, Location: 0.1 MI W of JCT KY 1559 (Lat: 37.879167, Lng: -82.793056), Route carried "on" structure: County highway 1069, Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 80 (year 2011), Average Future Daily Traffic: 69 (year 2031), Design Load: HS 25 or greater, Features Intersected: Toms Creek, Facility Carried by Structure: Locust Grove Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00035N, Location: 0.1 MI W of JCT KY 1559 (Lat: 37.879167, Lng: -82.793056), Route carried "on" structure: County highway 1069, Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 80 (year 2011), Average Future Daily Traffic: 69 (year 2031), Design Load: HS 25 or greater, Features Intersected: Toms Creek, Facility Carried by Structure: Locust Grove Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00040N, Location: .001 MI - JCT US 23 (Lat: 37.876667, Lng: -82.780278), Route carried "on" structure: County highway 1039, Year Built: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 655 (year 2011), Average Future Daily Traffic: 569 (year 2031), Design Load: HS 20, Features Intersected: SYCAMORE CREEK, Facility Carried by Structure: CAMPBELL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 58C00040N, Location: .001 MI - JCT US 23 (Lat: 37.876667, Lng: -82.780278), Route carried "on" structure: County highway 1039, Year Built: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 655 (year 2011), Average Future Daily Traffic: 569 (year 2031), Design Load: HS 20, Features Intersected: SYCAMORE CREEK, Facility Carried by Structure: CAMPBELL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 58C00041N, Location: 100' TO JCT US 23 (Lat: 37.863333, Lng: -82.801111), Route carried "on" structure: County highway 1076, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,704 (year 2011), Average Future Daily Traffic: 1,482 (year 2031), Features Intersected: RUSH FORK CREEK, Facility Carried by Structure: COMBS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 58C00041N, Location: 100' TO JCT US 23 (Lat: 37.863333, Lng: -82.801111), Route carried "on" structure: County highway 1076, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,704 (year 2011), Average Future Daily Traffic: 1,482 (year 2031), Features Intersected: RUSH FORK CREEK, Facility Carried by Structure: COMBS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 58C00043N, Location: .1 MI - JCT US 23 (Lat: 37.781389, Lng: -82.825278), Route carried "on" structure: County highway 1296, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 122 (year 2006), Average Future Daily Traffic: 122 (year 2026), Design Load: HS 25 or greater, Features Intersected: MIDDLE FK-JENNY'S CREEK, Facility Carried by Structure: L BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, 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: 14.3m (46.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 58C00043N, Location: .1 MI - JCT US 23 (Lat: 37.781389, Lng: -82.825278), Route carried "on" structure: County highway 1296, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 122 (year 2006), Average Future Daily Traffic: 122 (year 2026), Design Load: HS 25 or greater, Features Intersected: MIDDLE FK-JENNY'S CREEK, Facility Carried by Structure: L BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, 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: 14.3m (46.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 58C00044N, Location: @ JCT KY 581 (Lat: 37.845556, Lng: -82.758056), Route carried "on" structure: County highway 1007, Year Built: 1996, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 60 (year 2011), Average Future Daily Traffic: 52 (year 2031), Design Load: HS 25 or greater, Features Intersected: TOM'S CREEK, Facility Carried by Structure: HANNERS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 58C00044N, Location: @ JCT KY 581 (Lat: 37.845556, Lng: -82.758056), Route carried "on" structure: County highway 1007, Year Built: 1996, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 60 (year 2011), Average Future Daily Traffic: 52 (year 2031), Design Load: HS 25 or greater, Features Intersected: TOM'S CREEK, Facility Carried by Structure: HANNERS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 58C00049N, Location: 50' N of JCT KY 201 (Lat: 37.886111, Lng: -82.832778), Route carried "on" structure: County highway 1312, Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 170 (year 2011), Average Future Daily Traffic: 147 (year 2031), Design Load: H 20, Features Intersected: Toms Creek, Facility Carried by Structure: Tick Vanhoose Br
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00049N, Location: 50' N of JCT KY 201 (Lat: 37.886111, Lng: -82.832778), Route carried "on" structure: County highway 1312, Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 170 (year 2011), Average Future Daily Traffic: 147 (year 2031), Design Load: H 20, Features Intersected: Toms Creek, Facility Carried by Structure: Tick Vanhoose Br
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00051N, Location: 0.1 MI E of JCT US 23 (Lat: 37.810000, Lng: -82.838611), Route carried "on" structure: Other road 1008, Year Built: 2000, Status: Posted for load, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 300 (year 2006), Average Future Daily Traffic: 300 (year 2026), Design Load: HS 25 or greater, Features Intersected: Jennys Creek, Facility Carried by Structure: Highlands School
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 58C00051N, Location: 0.1 MI E of JCT US 23 (Lat: 37.810000, Lng: -82.838611), Route carried "on" structure: Other road 1008, Year Built: 2000, Status: Posted for load, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 300 (year 2006), Average Future Daily Traffic: 300 (year 2026), Design Load: HS 25 or greater, Features Intersected: Jennys Creek, Facility Carried by Structure: Highlands School
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 58C00053N, Location: .01 WEST OF JCT KY 2040 (Lat: 37.838333, Lng: -82.730278), Route carried "on" structure: County highway 1015, Year Built: 2001, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2011), Average Future Daily Traffic: 52 (year 2031), Features Intersected: GREASY CREEK, Facility Carried by Structure: WALTERS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 58C00053N, Location: .01 WEST OF JCT KY 2040 (Lat: 37.838333, Lng: -82.730278), Route carried "on" structure: County highway 1015, Year Built: 2001, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2011), Average Future Daily Traffic: 52 (year 2031), Features Intersected: GREASY CREEK, Facility Carried by Structure: WALTERS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 58C00055N, Location: 0.07 MI E of JCT US 23 (Lat: 37.797222, Lng: -82.828611), Route carried "on" structure: City street 1101, Year Built: 2005, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 15 (year 2006), Average Future Daily Traffic: 15 (year 2026), Design Load: HS 25 or greater, Features Intersected: Jennys Creek, Facility Carried by Structure: McCarty Branch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 18.3m (60.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Poor, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 58C00055N, Location: 0.07 MI E of JCT US 23 (Lat: 37.797222, Lng: -82.828611), Route carried "on" structure: City street 1101, Year Built: 2005, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 15 (year 2006), Average Future Daily Traffic: 15 (year 2026), Design Load: HS 25 or greater, Features Intersected: Jennys Creek, Facility Carried by Structure: McCarty Branch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 18.3m (60.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Poor, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 58C00057N, Location: CROSS CREEK SUBDIVISION (Lat: 37.828333, Lng: -82.846667), Route carried "on" structure: County highway 1203, Year Built: 1982, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,178 (year 2014), Average Future Daily Traffic: 1,178 (year 2034), Features Intersected: PAINT CREEK, Facility Carried by Structure: Bridge St-Cross Ck
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, 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: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C00057N, Location: CROSS CREEK SUBDIVISION (Lat: 37.828333, Lng: -82.846667), Route carried "on" structure: County highway 1203, Year Built: 1982, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,178 (year 2014), Average Future Daily Traffic: 1,178 (year 2034), Features Intersected: PAINT CREEK, Facility Carried by Structure: Bridge St-Cross Ck
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, 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: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C00058N, Location: 0.03 MI W of KY 172 (Lat: 37.871389, Lng: -82.874167), Route carried "on" structure: County highway 1376, Year Built: 2008, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 340 (year 2011), Average Future Daily Traffic: 295 (year 2031), Design Load: HS 25 or greater, Features Intersected: Mudlick Creek, Facility Carried by Structure: Stonecoal Rd
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 7.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.4 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 58C00058N, Location: 0.03 MI W of KY 172 (Lat: 37.871389, Lng: -82.874167), Route carried "on" structure: County highway 1376, Year Built: 2008, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 340 (year 2011), Average Future Daily Traffic: 295 (year 2031), Design Load: HS 25 or greater, Features Intersected: Mudlick Creek, Facility Carried by Structure: Stonecoal Rd
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 7.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.4 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: December 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: 58C00060N, Location: 0.1 MI E of JCT KY 1559 (Lat: 37.866944, Lng: -82.789444), Route carried "on" structure: County highway 1179, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 249 (year 2013), Average Future Daily Traffic: 2,033 (year 2033), Design Load: Greater than HL93, Features Intersected: Toms Creek, Facility Carried by Structure: Church Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.5 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: 59.0 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 58C00060N, Location: 0.1 MI E of JCT KY 1559 (Lat: 37.866944, Lng: -82.789444), Route carried "on" structure: County highway 1179, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 249 (year 2013), Average Future Daily Traffic: 2,033 (year 2033), Design Load: Greater than HL93, Features Intersected: Toms Creek, Facility Carried by Structure: Church Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.5 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: 59.0 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 58C00063N, Location: 0.05 MI NW of JCT KY 1750 (Lat: 37.768889, Lng: -82.813333), Route carried "on" structure: County highway 1153, Year Built: 2017, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 120 (year 2011), Average Future Daily Traffic: 104 (year 2031), Design Load: HS 25 or greater, Features Intersected: Lick Fork, Facility Carried by Structure: Hale Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 58C00063N, Location: 0.05 MI NW of JCT KY 1750 (Lat: 37.768889, Lng: -82.813333), Route carried "on" structure: County highway 1153, Year Built: 2017, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 120 (year 2011), Average Future Daily Traffic: 104 (year 2031), Design Load: HS 25 or greater, Features Intersected: Lick Fork, Facility Carried by Structure: Hale Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 58B00040N, Location: KY 1428 JCT @ W VAN LEAR (Lat: 37.782778, Lng: -82.796944), Route carried "under" structure: State highway 1428, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 7%, Features Intersected: KY-1428, Facility Carried by Structure: KY-321
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 58B00040N, Location: KY 1428 JCT @ W VAN LEAR (Lat: 37.782778, Lng: -82.796944), Route carried "under" structure: State highway 1428, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 7%, Features Intersected: KY-1428, Facility Carried by Structure: KY-321
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 58B00069L, Location: @ JCT KY 825 (Lat: 37.784167, Lng: -82.828611), Route carried "under" structure: State highway 825, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 610 (year 2019), Truck Traffic: 5%, Features Intersected: KY-825/Lick Fork, Facility Carried by Structure: US-23 NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.205, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 58B00069L, Location: @ JCT KY 825 (Lat: 37.784167, Lng: -82.828611), Route carried "under" structure: State highway 825, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 610 (year 2019), Truck Traffic: 5%, Features Intersected: KY-825/Lick Fork, Facility Carried by Structure: US-23 NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.205, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 58B00069R, Location: @ JCT KY 825 (Lat: 37.784167, Lng: -82.828333), Route carried "under" structure: State highway 825, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 610 (year 2019), Truck Traffic: 5%, Features Intersected: KY-825/Lick Fork, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.225, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 58B00069R, Location: @ JCT KY 825 (Lat: 37.784167, Lng: -82.828333), Route carried "under" structure: State highway 825, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 610 (year 2019), Truck Traffic: 5%, Features Intersected: KY-825/Lick Fork, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.225, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 58B00075L, Location: @ US 23/US 460 INT (Lat: 37.822222, Lng: -82.836389), Route carried "under" structure: US 460, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 4,975 (year 2020), Truck Traffic: 9%, Features Intersected: US-460 & Paint Creek, Facility Carried by Structure: US-23 NC
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 12.469, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft)
Structure Number: 58B00075L, Location: @ US 23/US 460 INT (Lat: 37.822222, Lng: -82.836389), Route carried "under" structure: US 460, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 4,975 (year 2020), Truck Traffic: 9%, Features Intersected: US-460 & Paint Creek, Facility Carried by Structure: US-23 NC
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 12.469, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft)
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Structure Number: 58B00075R, Location: @ US 23/US 460 INT (Lat: 37.822222, Lng: -82.836111), Route carried "under" structure: US 460, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 4,975 (year 2020), Truck Traffic: 9%, Features Intersected: US-460 & Paint Creek, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 12.493, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft)
Structure Number: 58B00075R, Location: @ US 23/US 460 INT (Lat: 37.822222, Lng: -82.836111), Route carried "under" structure: US 460, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 4,975 (year 2020), Truck Traffic: 9%, Features Intersected: US-460 & Paint Creek, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 12.493, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft)
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Structure Number: 58B00076L, Location: @ JCT KY 40 (Lat: 37.824722, Lng: -82.836389), Route carried "under" structure: State highway 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,801 (year 2018), Truck Traffic: 9%, Features Intersected: KY-40, Facility Carried by Structure: US-23 NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft)
Structure Number: 58B00076L, Location: @ JCT KY 40 (Lat: 37.824722, Lng: -82.836389), Route carried "under" structure: State highway 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,801 (year 2018), Truck Traffic: 9%, Features Intersected: KY-40, Facility Carried by Structure: US-23 NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft)
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Structure Number: 58B00076R, Location: @ JCT KY 40 (Lat: 37.824444, Lng: -82.836111), Route carried "under" structure: State highway 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,801 (year 2018), Truck Traffic: 9%, Features Intersected: KY-40, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.670, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft)
Structure Number: 58B00076R, Location: @ JCT KY 40 (Lat: 37.824444, Lng: -82.836111), Route carried "under" structure: State highway 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,801 (year 2018), Truck Traffic: 9%, Features Intersected: KY-40, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.670, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft)
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Structure Number: 58R00600N, Location: @ JCT of KY 40/KY 581 (Lat: 37.815000, Lng: -82.792778), Route carried "under" structure: State highway 40, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 7,670 (year 2020), Truck Traffic: 5%, Features Intersected: KY-40, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 18.826, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 58R00600N, Location: @ JCT of KY 40/KY 581 (Lat: 37.815000, Lng: -82.792778), Route carried "under" structure: State highway 40, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 7,670 (year 2020), Truck Traffic: 5%, Features Intersected: KY-40, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 18.826, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.6m (38.1ft)