Bridge Statistics for St. Charles, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 141ft / 43.1mTotal length
- $655,000Total costs
- 37,669Total average daily traffic
- 9,721Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Charles
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51930-1939
- 11950-1959
- 81960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 8.3%Good
- 75.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 16.7%Satisfactory
- 41.7%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 16.7%Good
- 41.7%Satisfactory
- 33.3%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 42.9%Good
- 42.9%Satisfactory
- 7.1%Fair
- 7.1%Serious
- Bridge Condition - Culverts
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 40.0%Poor
Find on map >> Show street view
Structure Number: 54B00057N, Location: 1.0 MI EAST OF JCT KY 454 (Lat: 37.186944, Lng: -87.536944), Route carried "on" structure: US 62, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: BR OF FOX RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 54B00057N, Location: 1.0 MI EAST OF JCT KY 454 (Lat: 37.186944, Lng: -87.536944), Route carried "on" structure: US 62, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: BR OF FOX RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 54B00058N, Location: .85 MI EAST OF JCT KY 454 (Lat: 37.187222, Lng: -87.539444), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: FOX RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 54B00058N, Location: .85 MI EAST OF JCT KY 454 (Lat: 37.187222, Lng: -87.539444), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: FOX RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 54B00059N, Location: 1.0 MI WEST OF JCT KY 454 (Lat: 37.184167, Lng: -87.576389), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 54B00059N, Location: 1.0 MI WEST OF JCT KY 454 (Lat: 37.184167, Lng: -87.576389), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 54B00060N, Location: 1 MI W OF JCT KY 1338 (Lat: 37.185556, Lng: -87.615833), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: COPPERAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $243,000, Total Project Cost: $243,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 54B00060N, Location: 1 MI W OF JCT KY 1338 (Lat: 37.185556, Lng: -87.615833), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: H 15, Features Intersected: COPPERAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $243,000, Total Project Cost: $243,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 54B00067N, Location: .38 MI S.W. OF JCT KY 879 (Lat: 37.235000, Lng: -87.560278), Route carried "on" structure: State highway 112, Year Built: 1924, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,944 (year 2018), Average Future Daily Traffic: 1,710 (year 2038), Design Load: H 15, Features Intersected: FINLEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54B00067N, Location: .38 MI S.W. OF JCT KY 879 (Lat: 37.235000, Lng: -87.560278), Route carried "on" structure: State highway 112, Year Built: 1924, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,944 (year 2018), Average Future Daily Traffic: 1,710 (year 2038), Design Load: H 15, Features Intersected: FINLEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54B00117N, Location: .90 MI NOR. OF JCT US 62 (Lat: 37.196667, Lng: -87.561944), Route carried "on" structure: State highway 454, Year Built: 1962, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 724 (year 2018), Average Future Daily Traffic: 637 (year 2038), Design Load: H 20, Features Intersected: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.680, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 54B00117N, Location: .90 MI NOR. OF JCT US 62 (Lat: 37.196667, Lng: -87.561944), Route carried "on" structure: State highway 454, Year Built: 1962, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 724 (year 2018), Average Future Daily Traffic: 637 (year 2038), Design Load: H 20, Features Intersected: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.680, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 54B00141N, Location: 1.0 MI WEST OF KY 454 OP (Lat: 37.193889, Lng: -87.577222), Route carried "on" structure: Interstate 69, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,674 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 10,582 (year 2040), Design Load: HS 20, Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.982, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 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: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 54B00141N, Location: 1.0 MI WEST OF KY 454 OP (Lat: 37.193889, Lng: -87.577222), Route carried "on" structure: Interstate 69, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,674 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 10,582 (year 2040), Design Load: HS 20, Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.982, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 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: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 54B00143L, Location: WBL 3.0 MI W OF US 41 OP (Lat: 37.203056, Lng: -87.521389), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: KY 3059
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00143L, Location: WBL 3.0 MI W OF US 41 OP (Lat: 37.203056, Lng: -87.521389), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: KY 3059
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 54B00143R, Location: EBL 4 MI W OF US 41 NTRCH (Lat: 37.203056, Lng: -87.521111), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: KY 3059
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00143R, Location: EBL 4 MI W OF US 41 NTRCH (Lat: 37.203056, Lng: -87.521111), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: KY 3059
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 54B00147N, Location: .70 MI SOU. OF JCT US 62 (Lat: 37.175556, Lng: -87.597500), Route carried "on" structure: State highway 1338, Year Built: 1953, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 335 (year 2020), Average Future Daily Traffic: 291 (year 2040), Design Load: H 15, Features Intersected: CANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.588, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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 minimum 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), Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $412,000, Total Project Cost: $412,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 54B00147N, Location: .70 MI SOU. OF JCT US 62 (Lat: 37.175556, Lng: -87.597500), Route carried "on" structure: State highway 1338, Year Built: 1953, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 335 (year 2020), Average Future Daily Traffic: 291 (year 2040), Design Load: H 15, Features Intersected: CANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.588, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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 minimum 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), Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $412,000, Total Project Cost: $412,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 54B00164N, Location: .05 MI WEST OF JCT KY 454 (Lat: 37.183056, Lng: -87.555833), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Features Intersected: BR OF CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.618, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: April 2021
Structure Number: 54B00164N, Location: .05 MI WEST OF JCT KY 454 (Lat: 37.183056, Lng: -87.555833), Route carried "on" structure: US 62, Year Built: 1932, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,428 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,256 (year 2040), Features Intersected: BR OF CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.618, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: April 2021
Find on map >> Show street view
Structure Number: 54C00025N, Location: 0.4 M. W. OF KY. 112 (Lat: 37.230556, Lng: -87.572222), Route carried "on" structure: County highway 1257, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17 (year 2011), Average Future Daily Traffic: 14 (year 2031), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: COPPER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.615, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Serious, Operating Rating: 94.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54C00025N, Location: 0.4 M. W. OF KY. 112 (Lat: 37.230556, Lng: -87.572222), Route carried "on" structure: County highway 1257, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17 (year 2011), Average Future Daily Traffic: 14 (year 2031), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: COPPER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.615, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Serious, Operating Rating: 94.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 54C00026N, Location: 1.4 M. N. OF KY. 112 (Lat: 37.228333, Lng: -87.593889), Route carried "on" structure: County highway 1259, Year Built: 1977, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2011), Average Future Daily Traffic: 87 (year 2031), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: CARBONDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.440, Lanes on structure: 2, 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: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54C00026N, Location: 1.4 M. N. OF KY. 112 (Lat: 37.228333, Lng: -87.593889), Route carried "on" structure: County highway 1259, Year Built: 1977, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2011), Average Future Daily Traffic: 87 (year 2031), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: CARBONDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.440, Lanes on structure: 2, 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: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 54C00030N, Location: 0.2 M. S. OF U.S. 62 (Lat: 37.179722, Lng: -87.563889), Route carried "on" structure: County highway 1268, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 942 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: H 20, Features Intersected: CANY CREEK, Facility Carried by Structure: BUTTERMILK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C00030N, Location: 0.2 M. S. OF U.S. 62 (Lat: 37.179722, Lng: -87.563889), Route carried "on" structure: County highway 1268, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 942 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: H 20, Features Intersected: CANY CREEK, Facility Carried by Structure: BUTTERMILK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C00065N, Location: 1.4 MI E JCT KY 1338 (Lat: 37.139167, Lng: -87.589722), Route carried "on" structure: County highway 1274, Year Built: 1990, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 22 (year 2011), Average Future Daily Traffic: 19 (year 2031), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: CAL HAMBY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54C00065N, Location: 1.4 MI E JCT KY 1338 (Lat: 37.139167, Lng: -87.589722), Route carried "on" structure: County highway 1274, Year Built: 1990, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 22 (year 2011), Average Future Daily Traffic: 19 (year 2031), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: CAL HAMBY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 54C00070N, Location: 1.5 MI S JCT US 62 (Lat: 37.138333, Lng: -87.579722), Route carried "on" structure: County highway 1268, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 49 (year 2011), Average Future Daily Traffic: 42 (year 2031), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: BUTTERMILK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C00070N, Location: 1.5 MI S JCT US 62 (Lat: 37.138333, Lng: -87.579722), Route carried "on" structure: County highway 1268, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 49 (year 2011), Average Future Daily Traffic: 42 (year 2031), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: BUTTERMILK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C00074N, Location: .1 MI- W JCT CR 5268 (Lat: 37.143889, Lng: -87.576389), Route carried "on" structure: County highway 1266, Year Built: 1997, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 8 (year 2031), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: TERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.119, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 54C00074N, Location: .1 MI- W JCT CR 5268 (Lat: 37.143889, Lng: -87.576389), Route carried "on" structure: County highway 1266, Year Built: 1997, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 8 (year 2031), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: TERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.119, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Find on map >> Show street view
Structure Number: 54B00117N, Location: .90 MI NOR. OF JCT US 62 (Lat: 37.196667, Lng: -87.561944), Route carried "under" structure: Interstate 69, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 8,674 (year 2020), Truck Traffic: 36%, Features Intersected: I-69, Facility Carried by Structure: KY-454
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 160.379, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 54B00117N, Location: .90 MI NOR. OF JCT US 62 (Lat: 37.196667, Lng: -87.561944), Route carried "under" structure: Interstate 69, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 8,674 (year 2020), Truck Traffic: 36%, Features Intersected: I-69, Facility Carried by Structure: KY-454
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 160.379, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.9m (62.0ft)
Find on map >> Show street view
Structure Number: 54B00143L, Location: WBL 3.0 MI W OF US 41 OP (Lat: 37.203056, Lng: -87.521389), Route carried "under" structure: State highway 3059, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 182 (year 2018), Features Intersected: KY 3059, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 0.285, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 54B00143L, Location: WBL 3.0 MI W OF US 41 OP (Lat: 37.203056, Lng: -87.521389), Route carried "under" structure: State highway 3059, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 182 (year 2018), Features Intersected: KY 3059, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 0.285, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
Find on map >> Show street view
Structure Number: 54B00143R, Location: EBL 4 MI W OF US 41 NTRCH (Lat: 37.203056, Lng: -87.521111), Route carried "under" structure: State highway 3059, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 182 (year 2018), Features Intersected: KY 3059, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 54B00143R, Location: EBL 4 MI W OF US 41 NTRCH (Lat: 37.203056, Lng: -87.521111), Route carried "under" structure: State highway 3059, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 182 (year 2018), Features Intersected: KY 3059, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)