Bridge Statistics for Highland Heights, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 302ft / 92.1mTotal length
- $2,257,000Total costs
- 1,206,275Total average daily traffic
- 91,964Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Highland Heights
- No street view available for this location
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Good
- 70.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 10.0%Good
- 60.0%Satisfactory
- 30.0%Fair
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Structure Number: 19B00037N, Location: 1.4 mi NE jct I 471 (Lat: 39.050000, Lng: -84.446667), Route carried "on" structure: US 27, Year Built: 1974, Status: Open, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 6,253 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,815 (year 2040), Design Load: HS 20, Features Intersected: I 275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.691, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00037N, Location: 1.4 mi NE jct I 471 (Lat: 39.050000, Lng: -84.446667), Route carried "on" structure: US 27, Year Built: 1974, Status: Open, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 6,253 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,815 (year 2040), Design Load: HS 20, Features Intersected: I 275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.691, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00038N, Location: 1.2 MI NW OF JCT US 27 (Lat: 39.030556, Lng: -84.470833), Route carried "on" structure: State highway 2345, Year Built: 1975, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 2,165 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 275, Facility Carried by Structure: JOHNS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.086, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00038N, Location: 1.2 MI NW OF JCT US 27 (Lat: 39.030556, Lng: -84.470833), Route carried "on" structure: State highway 2345, Year Built: 1975, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 2,165 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 275, Facility Carried by Structure: JOHNS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.086, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "on" structure: Ramp Interstate 275, Year Built: 1974, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 73,105 (year 2040), Design Load: HS 20, Features Intersected: I471NB-I275EB-RMPS E&F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.361, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.9m (212.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "on" structure: Ramp Interstate 275, Year Built: 1974, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 73,105 (year 2040), Design Load: HS 20, Features Intersected: I471NB-I275EB-RMPS E&F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.361, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.9m (212.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00043L, Location: WB I275 OVER NB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I-471 N.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.508, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 62.5m (205.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00043L, Location: WB I275 OVER NB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I-471 N.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.508, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 62.5m (205.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00043R, Location: EB I275 OVER NB I-471 (Lat: 39.048056, Lng: -84.459167), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I471NB&RMP E&UNDR RMP D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.513, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00043R, Location: EB I275 OVER NB I-471 (Lat: 39.048056, Lng: -84.459167), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I471NB&RMP E&UNDR RMP D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.513, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00044L, Location: WB I275 OVR I471SB&RMP F (Lat: 39.045833, Lng: -84.460833), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I471SB&RMP F&UNDR RMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.805, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.7m (97.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00044L, Location: WB I275 OVR I471SB&RMP F (Lat: 39.045833, Lng: -84.460833), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I471SB&RMP F&UNDR RMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.805, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.7m (97.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00044R, Location: EB I275 OVER SB I-471 (Lat: 39.047222, Lng: -84.462222), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I-471 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.804, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00044R, Location: EB I275 OVER SB I-471 (Lat: 39.047222, Lng: -84.462222), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 38,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40,715 (year 2040), Design Load: HS 20, Features Intersected: I-471 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.804, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00045N, Location: RAMP I275E TO NB I471N (Lat: 39.047500, Lng: -84.462500), Route carried "on" structure: Ramp Interstate 275, Year Built: 1974, Status: Open, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 81,429 (year 2040), Design Load: HS 20, Features Intersected: OVR I275WB-I471SB-RMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.823, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00045N, Location: RAMP I275E TO NB I471N (Lat: 39.047500, Lng: -84.462500), Route carried "on" structure: Ramp Interstate 275, Year Built: 1974, Status: Open, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 81,429 (year 2040), Design Load: HS 20, Features Intersected: OVR I275WB-I471SB-RMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.823, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00046L, Location: WBL .25 WEST OF I-471 (Lat: 39.043611, Lng: -84.467500), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 37,511 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,136 (year 2040), Design Load: HS 20, Features Intersected: RELOCATD THREE MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.431, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.42m (1.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,039,000, Total Project Cost: $1,039,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00046L, Location: WBL .25 WEST OF I-471 (Lat: 39.043611, Lng: -84.467500), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 37,511 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,136 (year 2040), Design Load: HS 20, Features Intersected: RELOCATD THREE MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.431, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.42m (1.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,039,000, Total Project Cost: $1,039,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00046R, Location: EBL .25 WEST OF I-471 (Lat: 39.043889, Lng: -84.467778), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 37,511 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,136 (year 2040), Design Load: HS 20, Features Intersected: RELOC. THREE MILE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.436, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,218,000, Total Project Cost: $1,218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00046R, Location: EBL .25 WEST OF I-471 (Lat: 39.043889, Lng: -84.467778), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 37,511 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,136 (year 2040), Design Load: HS 20, Features Intersected: RELOC. THREE MILE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.436, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,218,000, Total Project Cost: $1,218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00037N, Location: 1.4 mi NE jct I 471 (Lat: 39.050000, Lng: -84.446667), Route carried "under" structure: Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I 275, Facility Carried by Structure: US 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.404, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 19B00037N, Location: 1.4 mi NE jct I 471 (Lat: 39.050000, Lng: -84.446667), Route carried "under" structure: Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I 275, Facility Carried by Structure: US 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.404, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 19B00038N, Location: 1.2 MI NW OF JCT US 27 (Lat: 39.030556, Lng: -84.470833), Route carried "under" structure: Interstate 275, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 75,021 (year 2020), Truck Traffic: 6%, Features Intersected: I 275, Facility Carried by Structure: JOHNS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.935, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 19B00038N, Location: 1.2 MI NW OF JCT US 27 (Lat: 39.030556, Lng: -84.470833), Route carried "under" structure: Interstate 275, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 75,021 (year 2020), Truck Traffic: 6%, Features Intersected: I 275, Facility Carried by Structure: JOHNS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.935, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I471NB-I275EB-RMPS E&F
Minimum Vertical Clearance: 6.76m (22.18ft), Kilometerpoint: 120.398, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.9m (212.9ft)
Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I471NB-I275EB-RMPS E&F
Minimum Vertical Clearance: 6.76m (22.18ft), Kilometerpoint: 120.398, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.9m (212.9ft)
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Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I471NB-I275EB-RMPS E&F
Minimum Vertical Clearance: 6.76m (22.18ft), Kilometerpoint: 120.372, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.9m (212.9ft)
Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I471NB-I275EB-RMPS E&F
Minimum Vertical Clearance: 6.76m (22.18ft), Kilometerpoint: 120.372, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.9m (212.9ft)
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Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: State highway 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 35,723 (year 2020), Truck Traffic: 6%, Features Intersected: I471NB-I275EB-RMPS E&F, Facility Carried by Structure: I-275 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.118, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.9m (212.9ft)
Structure Number: 19B00042N, Location: WB I275 TO SB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: State highway 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 35,723 (year 2020), Truck Traffic: 6%, Features Intersected: I471NB-I275EB-RMPS E&F, Facility Carried by Structure: I-275 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.118, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.9m (212.9ft)
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Structure Number: 19B00043L, Location: WB I275 OVER NB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: Interstate 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 86,812 (year 2020), Truck Traffic: 5%, Features Intersected: I-471 N.B., Facility Carried by Structure: I-275 WB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.201, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 62.5m (205.1ft)
Structure Number: 19B00043L, Location: WB I275 OVER NB I471 (Lat: 39.046667, Lng: -84.457222), Route carried "under" structure: Interstate 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 86,812 (year 2020), Truck Traffic: 5%, Features Intersected: I-471 N.B., Facility Carried by Structure: I-275 WB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.201, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 62.5m (205.1ft)
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Structure Number: 19B00043R, Location: EB I275 OVER NB I-471 (Lat: 39.048056, Lng: -84.459167), Route carried "under" structure: State highway 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 35,723 (year 2020), Truck Traffic: 6%, Features Intersected: I471NB&RMP E&UNDR RMP D, Facility Carried by Structure: I-275 EB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 1.115, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 19B00043R, Location: EB I275 OVER NB I-471 (Lat: 39.048056, Lng: -84.459167), Route carried "under" structure: State highway 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 35,723 (year 2020), Truck Traffic: 6%, Features Intersected: I471NB&RMP E&UNDR RMP D, Facility Carried by Structure: I-275 EB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 1.115, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 19B00043R, Location: EB I275 OVER NB I-471 (Lat: 39.048056, Lng: -84.459167), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I471NB&RMP E&UNDR RMP D
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 120.377, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 19B00043R, Location: EB I275 OVER NB I-471 (Lat: 39.048056, Lng: -84.459167), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 68,323 (year 2020), Truck Traffic: 7%, Features Intersected: I471NB&RMP E&UNDR RMP D
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 120.377, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 19B00044L, Location: WB I275 OVR I471SB&RMP F (Lat: 39.045833, Lng: -84.460833), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Features Intersected: I471SB&RMP F&UNDR RMP B
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 120.797, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.7m (97.4ft)
Structure Number: 19B00044L, Location: WB I275 OVR I471SB&RMP F (Lat: 39.045833, Lng: -84.460833), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Features Intersected: I471SB&RMP F&UNDR RMP B
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 120.797, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.7m (97.4ft)
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Structure Number: 19B00044R, Location: EB I275 OVER SB I-471 (Lat: 39.047222, Lng: -84.462222), Route carried "under" structure: Interstate 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 86,812 (year 2020), Truck Traffic: 5%, Features Intersected: I-471 SB, Facility Carried by Structure: I-275EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 19B00044R, Location: EB I275 OVER SB I-471 (Lat: 39.047222, Lng: -84.462222), Route carried "under" structure: Interstate 471, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 86,812 (year 2020), Truck Traffic: 5%, Features Intersected: I-471 SB, Facility Carried by Structure: I-275EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 19B00045N, Location: RAMP I275E TO NB I471N (Lat: 39.047500, Lng: -84.462500), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Features Intersected: OVR I275WB-I471SB-RMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.817, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
Structure Number: 19B00045N, Location: RAMP I275E TO NB I471N (Lat: 39.047500, Lng: -84.462500), Route carried "under" structure: Ramp Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Features Intersected: OVR I275WB-I471SB-RMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.817, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
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Structure Number: 19B00045N, Location: RAMP I275E TO NB I471N (Lat: 39.047500, Lng: -84.462500), Route carried "under" structure: Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Features Intersected: OVR I275WB-I471SB-RMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.822, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
Structure Number: 19B00045N, Location: RAMP I275E TO NB I471N (Lat: 39.047500, Lng: -84.462500), Route carried "under" structure: Interstate 275, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 76,102 (year 2020), Truck Traffic: 10%, Features Intersected: OVR I275WB-I471SB-RMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.822, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
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Structure Number: 19B00046L, Location: WBL .25 WEST OF I-471 (Lat: 39.043611, Lng: -84.467500), Route carried "under" structure: State highway 2238, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,786 (year 2020), Truck Traffic: 3%, Features Intersected: RELOCATD THREE MILE RD, Facility Carried by Structure: I-275 WB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.888, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 19B00046L, Location: WBL .25 WEST OF I-471 (Lat: 39.043611, Lng: -84.467500), Route carried "under" structure: State highway 2238, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,786 (year 2020), Truck Traffic: 3%, Features Intersected: RELOCATD THREE MILE RD, Facility Carried by Structure: I-275 WB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.888, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 19B00046R, Location: EBL .25 WEST OF I-471 (Lat: 39.043889, Lng: -84.467778), Route carried "under" structure: State highway 2238, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 731 (year 2015), Truck Traffic: 3%, Features Intersected: RELOC. THREE MILE RD., Facility Carried by Structure: I-275 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.920, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 19B00046R, Location: EBL .25 WEST OF I-471 (Lat: 39.043889, Lng: -84.467778), Route carried "under" structure: State highway 2238, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 731 (year 2015), Truck Traffic: 3%, Features Intersected: RELOC. THREE MILE RD., Facility Carried by Structure: I-275 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.920, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)