Bridge Statistics for Reading, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 233ft / 71.2mTotal length
- $30,000Total costs
- 333,214Total average daily traffic
- 12,971Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Reading
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 21960-1969
- 21980-1989
- 121990-1999
- Bridge Condition - Deck
- 33.3%Very good
- 50.0%Good
- 16.7%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 58.3%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 33.3%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 3102289, Location: READING (Lat: 39.207369, Lng: -84.450881), Route carried "on" structure: US 42, Year Built: 1931, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 16,454 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 22,838 (year 2035), Design Load: H 15, Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.546, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3102289, Location: READING (Lat: 39.207369, Lng: -84.450881), Route carried "on" structure: US 42, Year Built: 1931, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 16,454 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 22,838 (year 2035), Design Load: H 15, Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.546, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3104974, Location: 644 FT E OF US42 (Lat: 39.210719, Lng: -84.446411), Route carried "on" structure: State highway 126, Year Built: 1990, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 40,071 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 55,619 (year 2035), Design Load: HS 20+Mod, Features Intersected: NSRR; SERVICE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.333, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104974, Location: 644 FT E OF US42 (Lat: 39.210719, Lng: -84.446411), Route carried "on" structure: State highway 126, Year Built: 1990, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 40,071 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 55,619 (year 2035), Design Load: HS 20+Mod, Features Intersected: NSRR; SERVICE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.333, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 310499, Location: 1300 FT E OF US42 (Lat: 39.211111, Lng: -84.442319), Route carried "on" structure: County highway C-101, Year Built: 1990, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 9,575 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 55,619 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 126, Facility Carried by Structure: GABRAITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 310499, Location: 1300 FT E OF US42 (Lat: 39.211111, Lng: -84.442319), Route carried "on" structure: County highway C-101, Year Built: 1990, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 9,575 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 55,619 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 126, Facility Carried by Structure: GABRAITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3105008, Location: 2100 FT E OF US42 (Lat: 39.211939, Lng: -84.440911), Route carried "on" structure: Ramp State highway 126, Year Built: 1990, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 41,131 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 55,619 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 126, Facility Carried by Structure: WB RMP TO GALBRTH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.832, Lanes on structure: 1, Lanes under structure: 4, 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3105008, Location: 2100 FT E OF US42 (Lat: 39.211939, Lng: -84.440911), Route carried "on" structure: Ramp State highway 126, Year Built: 1990, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 41,131 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 55,619 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 126, Facility Carried by Structure: WB RMP TO GALBRTH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.832, Lanes on structure: 1, Lanes under structure: 4, 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3105024, Location: 2800 FT E OF US42 (Lat: 39.212989, Lng: -84.439239), Route carried "on" structure: City street M0266, Year Built: 1990, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 68,156 (year 2035), Design Load: HS 20, Features Intersected: SR-126 CROSS COUNTY HWY, Facility Carried by Structure: KNOLLCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3105024, Location: 2800 FT E OF US42 (Lat: 39.212989, Lng: -84.439239), Route carried "on" structure: City street M0266, Year Built: 1990, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 68,156 (year 2035), Design Load: HS 20, Features Intersected: SR-126 CROSS COUNTY HWY, Facility Carried by Structure: KNOLLCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3118681, Location: SR 126 OVER US 42 (Lat: 39.210900, Lng: -84.448489), Route carried "on" structure: State highway 126, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,036 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 27,810 (year 2035), Design Load: HS 20+Mod, Features Intersected: US 42, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3118681, Location: SR 126 OVER US 42 (Lat: 39.210900, Lng: -84.448489), Route carried "on" structure: State highway 126, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,036 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 27,810 (year 2035), Design Load: HS 20+Mod, Features Intersected: US 42, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3118703, Location: SR 126 OVER US 42 (Lat: 39.210789, Lng: -84.448539), Route carried "on" structure: State highway 126, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,036 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 27,810 (year 2035), Design Load: HS 20+Mod, Features Intersected: US 42, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3118703, Location: SR 126 OVER US 42 (Lat: 39.210789, Lng: -84.448539), Route carried "on" structure: State highway 126, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,036 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 27,810 (year 2035), Design Load: HS 20+Mod, Features Intersected: US 42, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3136248, Location: 0.03 MI E CORP LINE (Lat: 39.216011, Lng: -84.449811), Route carried "on" structure: City street M0079, Year Built: 1918, Year Reconstructed: 1982, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,500 (year 1975), Average Future Daily Traffic: 2,082 (year 1995), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: Clark Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3136248, Location: 0.03 MI E CORP LINE (Lat: 39.216011, Lng: -84.449811), Route carried "on" structure: City street M0079, Year Built: 1918, Year Reconstructed: 1982, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,500 (year 1975), Average Future Daily Traffic: 2,082 (year 1995), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: Clark Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3137872, Location: 1.06 MI E OF CORP LINE (Lat: 39.212081, Lng: -84.454850), Route carried "on" structure: County highway C0101, Year Built: 1965, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,897 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 13,737 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: GALBRAITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3137872, Location: 1.06 MI E OF CORP LINE (Lat: 39.212081, Lng: -84.454850), Route carried "on" structure: County highway C0101, Year Built: 1965, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,897 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 13,737 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: GALBRAITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3137902, Location: 1.14 MI E OF COLUMBIA RD (Lat: 39.226831, Lng: -84.416219), Route carried "on" structure: City street S0263, Year Built: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,400 (year 1976), Average Future Daily Traffic: 3,331 (year 1996), Design Load: HS 20, Features Intersected: COOPER CK-REA(HUNT RD.), Facility Carried by Structure: HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021
Structure Number: 3137902, Location: 1.14 MI E OF COLUMBIA RD (Lat: 39.226831, Lng: -84.416219), Route carried "on" structure: City street S0263, Year Built: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,400 (year 1976), Average Future Daily Traffic: 3,331 (year 1996), Design Load: HS 20, Features Intersected: COOPER CK-REA(HUNT RD.), Facility Carried by Structure: HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021
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Structure Number: 3137929, Location: .95 MI NE OF RIDGE RD (Lat: 39.226411, Lng: -84.415800), Route carried "on" structure: City street FURMN, Year Built: 1934, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,100 (year 1976), Average Future Daily Traffic: 1,527 (year 1996), Design Load: HL 93, Features Intersected: CREEK-----REA(FUHRMAN RD, Facility Carried by Structure: FUHRMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 3137929, Location: .95 MI NE OF RIDGE RD (Lat: 39.226411, Lng: -84.415800), Route carried "on" structure: City street FURMN, Year Built: 1934, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,100 (year 1976), Average Future Daily Traffic: 1,527 (year 1996), Design Load: HL 93, Features Intersected: CREEK-----REA(FUHRMAN RD, Facility Carried by Structure: FUHRMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 313841, Location: .29 MI NW OF HUNT RD (Lat: 39.231150, Lng: -84.444381), Route carried "on" structure: City street COLMB, Year Built: 1986, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,900 (year 1976), Average Future Daily Traffic: 6,801 (year 1996), Design Load: HS 20+Mod, Features Intersected: MILLCREEK, Facility Carried by Structure: COLUMBIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 313841, Location: .29 MI NW OF HUNT RD (Lat: 39.231150, Lng: -84.444381), Route carried "on" structure: City street COLMB, Year Built: 1986, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,900 (year 1976), Average Future Daily Traffic: 6,801 (year 1996), Design Load: HS 20+Mod, Features Intersected: MILLCREEK, Facility Carried by Structure: COLUMBIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3164003, Location: 1600' N OF HOPEWELL RD (Lat: 39.248461, Lng: -84.331431), Route carried "on" structure: City street CARRI, Year Built: 1986, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20+Mod, Features Intersected: N. BRANCH SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3164003, Location: 1600' N OF HOPEWELL RD (Lat: 39.248461, Lng: -84.331431), Route carried "on" structure: City street CARRI, Year Built: 1986, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20+Mod, Features Intersected: N. BRANCH SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3164004, Location: 200' E OF I-75 EXIT (Lat: 39.220431, Lng: -84.447119), Route carried "on" structure: City street KOEHL, Year Built: 1999, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,705 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK OF MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3164004, Location: 200' E OF I-75 EXIT (Lat: 39.220431, Lng: -84.447119), Route carried "on" structure: City street KOEHL, Year Built: 1999, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,705 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK OF MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 310499, Location: 1300 FT E OF US42 (Lat: 39.211111, Lng: -84.442319), Route carried "under" structure: State highway 126, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 40,071 (year 2015), Truck Traffic: 2%, Features Intersected: GALBRAITH ROAD, Facility Carried by Structure: GABRAITH ROAD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 24.623, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 310499, Location: 1300 FT E OF US42 (Lat: 39.211111, Lng: -84.442319), Route carried "under" structure: State highway 126, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 40,071 (year 2015), Truck Traffic: 2%, Features Intersected: GALBRAITH ROAD, Facility Carried by Structure: GABRAITH ROAD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 24.623, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 3105008, Location: 2100 FT E OF US42 (Lat: 39.211939, Lng: -84.440911), Route carried "under" structure: State highway 126, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 40,071 (year 2015), Truck Traffic: 2%, Features Intersected: WB RAMP TO GALBRAITH RD., Facility Carried by Structure: WB RMP TO GALBRTH.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 24.832, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 3105008, Location: 2100 FT E OF US42 (Lat: 39.211939, Lng: -84.440911), Route carried "under" structure: State highway 126, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 40,071 (year 2015), Truck Traffic: 2%, Features Intersected: WB RAMP TO GALBRAITH RD., Facility Carried by Structure: WB RMP TO GALBRTH.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 24.832, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 3105024, Location: 2800 FT E OF US42 (Lat: 39.212989, Lng: -84.439239), Route carried "under" structure: State highway 126, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 49,520 (year 2018), Truck Traffic: 7%, Features Intersected: KNOLLCREST DR
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 25.025, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 3105024, Location: 2800 FT E OF US42 (Lat: 39.212989, Lng: -84.439239), Route carried "under" structure: State highway 126, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 49,520 (year 2018), Truck Traffic: 7%, Features Intersected: KNOLLCREST DR
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 25.025, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 3118681, Location: SR 126 OVER US 42 (Lat: 39.210900, Lng: -84.448489), Route carried "under" structure: US 42, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,454 (year 2015), Truck Traffic: 8%, Features Intersected: SR 126, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 15.965, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 3118681, Location: SR 126 OVER US 42 (Lat: 39.210900, Lng: -84.448489), Route carried "under" structure: US 42, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,454 (year 2015), Truck Traffic: 8%, Features Intersected: SR 126, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 15.965, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 3118703, Location: SR 126 OVER US 42 (Lat: 39.210789, Lng: -84.448539), Route carried "under" structure: US 42, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,454 (year 2015), Truck Traffic: 8%, Features Intersected: SR 126, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 7.85m (25.75ft), Kilometerpoint: 15.949, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 3118703, Location: SR 126 OVER US 42 (Lat: 39.210789, Lng: -84.448539), Route carried "under" structure: US 42, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,454 (year 2015), Truck Traffic: 8%, Features Intersected: SR 126, Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 7.85m (25.75ft), Kilometerpoint: 15.949, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)