Bridge Statistics for Ferguson, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 256ft / 78.1mTotal length
- $1,473,000Total costs
- 38,580Total average daily traffic
- 4,787Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ferguson
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 31990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 33.3%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 66.7%Good
Find on map >> Show street view
Structure Number: 100B00019N, Location: 3.2 MI EAST OF JCT KY 692 (Lat: 37.073333, Lng: -84.523611), Route carried "on" structure: State highway 192, Year Built: 1959, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,483 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,185 (year 2039), Design Load: H 15, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 100B00019N, Location: 3.2 MI EAST OF JCT KY 692 (Lat: 37.073333, Lng: -84.523611), Route carried "on" structure: State highway 192, Year Built: 1959, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,483 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,185 (year 2039), Design Load: H 15, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 100B00020N, Location: 4.2 MI SOUTH OF JCT KY192 (Lat: 37.054444, Lng: -84.549167), Route carried "on" structure: State highway 769, Year Built: 1963, Status: Posted for load, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,375 (year 2018), Average Future Daily Traffic: 1,210 (year 2038), Design Load: H 15, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 100B00020N, Location: 4.2 MI SOUTH OF JCT KY192 (Lat: 37.054444, Lng: -84.549167), Route carried "on" structure: State highway 769, Year Built: 1963, Status: Posted for load, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,375 (year 2018), Average Future Daily Traffic: 1,210 (year 2038), Design Load: H 15, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 100B00104L, Location: 2.4 MI. E JCT US 27 (Lat: 37.048333, Lng: -84.593611), Route carried "on" structure: State highway 914, Year Built: 1995, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,478 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.87m (2.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,473,000, Total Project Cost: $1,473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00104L, Location: 2.4 MI. E JCT US 27 (Lat: 37.048333, Lng: -84.593611), Route carried "on" structure: State highway 914, Year Built: 1995, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,478 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.87m (2.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,473,000, Total Project Cost: $1,473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 100B00104R, Location: 2.4 MI. NE JCT US 27 (Lat: 37.048333, Lng: -84.593333), Route carried "on" structure: State highway 914, Year Built: 1995, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,478 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.816, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00104R, Location: 2.4 MI. NE JCT US 27 (Lat: 37.048333, Lng: -84.593333), Route carried "on" structure: State highway 914, Year Built: 1995, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,478 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.816, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 100B00105N, Location: AT JCT OF KY 769 (Lat: 37.068056, Lng: -84.570278), Route carried "on" structure: State highway 914, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 11,777 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 11,070 (year 2039), Design Load: HS 25 or greater, Features Intersected: RUSH BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.877, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00105N, Location: AT JCT OF KY 769 (Lat: 37.068056, Lng: -84.570278), Route carried "on" structure: State highway 914, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 11,777 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 11,070 (year 2039), Design Load: HS 25 or greater, Features Intersected: RUSH BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.877, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 100B00113L, Location: 0.4 MI. S. OF JCT KY 914 (Lat: 37.043611, Lng: -84.585000), Route carried "on" structure: State highway 1247, Year Built: 2009, Status: Open, Structure Length: 15.88m (52.10ft), Average Daily Traffic: 3,764 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 3,501 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CR & B. GOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.489, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00113L, Location: 0.4 MI. S. OF JCT KY 914 (Lat: 37.043611, Lng: -84.585000), Route carried "on" structure: State highway 1247, Year Built: 2009, Status: Open, Structure Length: 15.88m (52.10ft), Average Daily Traffic: 3,764 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 3,501 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CR & B. GOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.489, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 100B00113R, Location: NBL.459 MI. S. OF KY 1247 (Lat: 37.043611, Lng: -84.585000), Route carried "on" structure: State highway 1247, Year Built: 2009, Status: Open, Structure Length: 15.88m (52.10ft), Average Daily Traffic: 3,764 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 3,501 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CR. & B.GOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.493, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00113R, Location: NBL.459 MI. S. OF KY 1247 (Lat: 37.043611, Lng: -84.585000), Route carried "on" structure: State highway 1247, Year Built: 2009, Status: Open, Structure Length: 15.88m (52.10ft), Average Daily Traffic: 3,764 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 3,501 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CR. & B.GOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.493, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 100B00114N, Location: .074 MI. S. OF JCT KY 914 (Lat: 37.049167, Lng: -84.586389), Route carried "on" structure: State highway 1247, Year Built: 2009, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 7,528 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 7,001 (year 2039), Design Load: HS 25 or greater, Features Intersected: CR 1304A & N/S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.159, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00114N, Location: .074 MI. S. OF JCT KY 914 (Lat: 37.049167, Lng: -84.586389), Route carried "on" structure: State highway 1247, Year Built: 2009, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 7,528 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 7,001 (year 2039), Design Load: HS 25 or greater, Features Intersected: CR 1304A & N/S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.159, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 100C00096N, Location: .4 MI S OF JCT KY 914 (Lat: 37.044444, Lng: -84.591389), Route carried "on" structure: County highway 1984, Year Built: 1953, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 470 (year 2010), Average Future Daily Traffic: 441 (year 2030), Design Load: H 15, Features Intersected: Pitman Creek, Facility Carried by Structure: Old Burnside Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 100C00096N, Location: .4 MI S OF JCT KY 914 (Lat: 37.044444, Lng: -84.591389), Route carried "on" structure: County highway 1984, Year Built: 1953, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 470 (year 2010), Average Future Daily Traffic: 441 (year 2030), Design Load: H 15, Features Intersected: Pitman Creek, Facility Carried by Structure: Old Burnside Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 100C00102N, Location: 100' W of JCT OLD KY 2747 (Lat: 37.035833, Lng: -84.593889), Route carried "on" structure: County highway 1339, Year Built: 2013, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 19 (year 2019), Average Future Daily Traffic: 17 (year 2039), Features Intersected: NS (CNO & TP) SYSTEM, Facility Carried by Structure: DOC NEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100C00102N, Location: 100' W of JCT OLD KY 2747 (Lat: 37.035833, Lng: -84.593889), Route carried "on" structure: County highway 1339, Year Built: 2013, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 19 (year 2019), Average Future Daily Traffic: 17 (year 2039), Features Intersected: NS (CNO & TP) SYSTEM, Facility Carried by Structure: DOC NEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 100B00113L, Location: 0.4 MI. S. OF JCT KY 914 (Lat: 37.043611, Lng: -84.585000), Route carried "under" structure: County highway 1304, Year Built: 2009, Structure Length: 0. m, Features Intersected: PITMAN CR & B. GOFF RD, Facility Carried by Structure: KY 1247
Minimum Vertical Clearance: 7.02m (23.03ft), Kilometerpoint: 0.365, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 100B00113L, Location: 0.4 MI. S. OF JCT KY 914 (Lat: 37.043611, Lng: -84.585000), Route carried "under" structure: County highway 1304, Year Built: 2009, Structure Length: 0. m, Features Intersected: PITMAN CR & B. GOFF RD, Facility Carried by Structure: KY 1247
Minimum Vertical Clearance: 7.02m (23.03ft), Kilometerpoint: 0.365, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Find on map >> Show street view
Structure Number: 100B00113R, Location: NBL.459 MI. S. OF KY 1247 (Lat: 37.043611, Lng: -84.585000), Route carried "under" structure: County highway 1304, Year Built: 2009, Structure Length: 0. m, Features Intersected: PITMAN CR. & B.GOFF RD, Facility Carried by Structure: KY 1247
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.391, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 100B00113R, Location: NBL.459 MI. S. OF KY 1247 (Lat: 37.043611, Lng: -84.585000), Route carried "under" structure: County highway 1304, Year Built: 2009, Structure Length: 0. m, Features Intersected: PITMAN CR. & B.GOFF RD, Facility Carried by Structure: KY 1247
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.391, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Find on map >> Show street view
Structure Number: 100B00114N, Location: .074 MI. S. OF JCT KY 914 (Lat: 37.049167, Lng: -84.586389), Route carried "under" structure: Alternate County highway 1304, Year Built: 2009, Structure Length: 0. m, Features Intersected: CR 1304A & N/S RR, Facility Carried by Structure: KY 1247
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 100B00114N, Location: .074 MI. S. OF JCT KY 914 (Lat: 37.049167, Lng: -84.586389), Route carried "under" structure: Alternate County highway 1304, Year Built: 2009, Structure Length: 0. m, Features Intersected: CR 1304A & N/S RR, Facility Carried by Structure: KY 1247
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)