Bridge Statistics for Whitley City, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 148ft / 44.5mTotal length
- $3,299,000Total costs
- 29,011Total average daily traffic
- 1,552Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Whitley City
- No street view available for this location
- New bridges - historical statistics
- 41940-1949
- 11950-1959
- 21980-1989
- 32000-2009
- Bridge Condition - Deck
- 57.1%Good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: 74B00006N, Location: .05 MI W OF JCT KY 2278 (Lat: 36.721667, Lng: -84.471389), Route carried "on" structure: State highway 1651, Year Built: 1956, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 3,915 (year 2019), Average Future Daily Traffic: 3,445 (year 2039), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYS @ WHTLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 74B00006N, Location: .05 MI W OF JCT KY 2278 (Lat: 36.721667, Lng: -84.471389), Route carried "on" structure: State highway 1651, Year Built: 1956, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 3,915 (year 2019), Average Future Daily Traffic: 3,445 (year 2039), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYS @ WHTLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 74B00007N, Location: .05 MI SE OF JCT KY 1363 (Lat: 36.725833, Lng: -84.543889), Route carried "on" structure: State highway 92, Year Built: 1941, Status: Posted for load, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 1,471 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,294 (year 2039), Design Load: H 15, Features Intersected: S. FORK OF CUMBERLAND RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.390, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 24.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.96m (6.43ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $2,845,000, Total Project Cost: $2,845,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 74B00007N, Location: .05 MI SE OF JCT KY 1363 (Lat: 36.725833, Lng: -84.543889), Route carried "on" structure: State highway 92, Year Built: 1941, Status: Posted for load, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 1,471 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,294 (year 2039), Design Load: H 15, Features Intersected: S. FORK OF CUMBERLAND RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.390, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 24.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.96m (6.43ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $2,845,000, Total Project Cost: $2,845,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 74B00008N, Location: .35 MI NW OF JCT KY 1363 (Lat: 36.730556, Lng: -84.546944), Route carried "on" structure: State highway 92, Year Built: 1941, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 469 (year 2040), Design Load: H 15, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $454,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 74B00008N, Location: .35 MI NW OF JCT KY 1363 (Lat: 36.730556, Lng: -84.546944), Route carried "on" structure: State highway 92, Year Built: 1941, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 469 (year 2040), Design Load: H 15, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $454,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 74B00028N, Location: .3.MI SW JCT US 27 (Lat: 36.766111, Lng: -84.481667), Route carried "on" structure: State highway 1651, Year Built: 1988, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 595 (year 2018), Average Future Daily Traffic: 523 (year 2038), Design Load: HS 25 or greater, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.865, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74B00028N, Location: .3.MI SW JCT US 27 (Lat: 36.766111, Lng: -84.481667), Route carried "on" structure: State highway 1651, Year Built: 1988, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 595 (year 2018), Average Future Daily Traffic: 523 (year 2038), Design Load: HS 25 or greater, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.865, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74B00032N, Location: .5 MI. N JCT KY 478 (Lat: 36.728889, Lng: -84.472222), Route carried "on" structure: State highway 1651, Year Built: 2001, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,714 (year 2019), Average Future Daily Traffic: 2,388 (year 2039), Design Load: HS 25 or greater, Features Intersected: CNO/SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74B00032N, Location: .5 MI. N JCT KY 478 (Lat: 36.728889, Lng: -84.472222), Route carried "on" structure: State highway 1651, Year Built: 2001, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,714 (year 2019), Average Future Daily Traffic: 2,388 (year 2039), Design Load: HS 25 or greater, Features Intersected: CNO/SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74B00033N, Location: 0.1 MI E. OF JCT KY 1651 (Lat: 36.726944, Lng: -84.468333), Route carried "on" structure: State highway 3253, Year Built: 2004, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 471 (year 2019), Average Future Daily Traffic: 409 (year 2039), Design Load: HS 25 or greater, Features Intersected: US 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74B00033N, Location: 0.1 MI E. OF JCT KY 1651 (Lat: 36.726944, Lng: -84.468333), Route carried "on" structure: State highway 3253, Year Built: 2004, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 471 (year 2019), Average Future Daily Traffic: 409 (year 2039), Design Load: HS 25 or greater, Features Intersected: US 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 74B00034N, Location: 2.7 Mi. W of JCT KY-1651 (Lat: 36.758889, Lng: -84.518889), Route carried "on" structure: State highway 700, Year Built: 1985, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 92 (year 2020), Average Future Daily Traffic: 80 (year 2040), Features Intersected: Yahoo Falls Rock
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.542, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74B00034N, Location: 2.7 Mi. W of JCT KY-1651 (Lat: 36.758889, Lng: -84.518889), Route carried "on" structure: State highway 700, Year Built: 1985, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 92 (year 2020), Average Future Daily Traffic: 80 (year 2040), Features Intersected: Yahoo Falls Rock
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.542, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74B00007N, Location: .05 MI SE OF JCT KY 1363 (Lat: 36.725833, Lng: -84.543889), Route carried "under" structure: County highway 1295, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 2,478 (year 2006), Features Intersected: S. FORK OF CUMBERLAND RI, Facility Carried by Structure: KY-92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 74B00007N, Location: .05 MI SE OF JCT KY 1363 (Lat: 36.725833, Lng: -84.543889), Route carried "under" structure: County highway 1295, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 2,478 (year 2006), Features Intersected: S. FORK OF CUMBERLAND RI, Facility Carried by Structure: KY-92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 74B00007N, Location: .05 MI SE OF JCT KY 1363 (Lat: 36.725833, Lng: -84.543889), Route carried "under" structure: County highway 1295, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 2,478 (year 2006), Features Intersected: S. FORK OF CUMBERLAND RI, Facility Carried by Structure: KY-92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.156, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 74B00007N, Location: .05 MI SE OF JCT KY 1363 (Lat: 36.725833, Lng: -84.543889), Route carried "under" structure: County highway 1295, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 2,478 (year 2006), Features Intersected: S. FORK OF CUMBERLAND RI, Facility Carried by Structure: KY-92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.156, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 74B00033N, Location: 0.1 MI E. OF JCT KY 1651 (Lat: 36.726944, Lng: -84.468333), Route carried "under" structure: US 27, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 14,263 (year 2019), Truck Traffic: 10%, Features Intersected: US 27, Facility Carried by Structure: KY-3253
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 15.099, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 74B00033N, Location: 0.1 MI E. OF JCT KY 1651 (Lat: 36.726944, Lng: -84.468333), Route carried "under" structure: US 27, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 14,263 (year 2019), Truck Traffic: 10%, Features Intersected: US 27, Facility Carried by Structure: KY-3253
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 15.099, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)