Bridge Statistics for Cheshire, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 59ft / 17.8mTotal length
- 7,878Total average daily traffic
- 613Total average daily truck traffic
- 10,937Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cheshire
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11960-1969
- 41970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 18.2%Very good
- 36.4%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 18.2%Good
- 45.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 36.4%Very good
- 9.1%Good
- 18.2%Satisfactory
- 36.4%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 36.4%Good
- 36.4%Satisfactory
- 18.2%Poor
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Structure Number: 2704013, Location: 7.35 MI. WEST OF SR7 (Lat: 38.975739, Lng: -82.208250), Route carried "on" structure: State highway 554, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,803 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,503 (year 2035), Design Load: HS 20+Mod, Features Intersected: UNKNOWN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.857, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
Structure Number: 2704013, Location: 7.35 MI. WEST OF SR7 (Lat: 38.975739, Lng: -82.208250), Route carried "on" structure: State highway 554, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,803 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,503 (year 2035), Design Load: HS 20+Mod, Features Intersected: UNKNOWN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.857, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
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Structure Number: 2704056, Location: 4.96M W OF JCT SR7 (Lat: 38.982450, Lng: -82.164361), Route carried "on" structure: State highway 554, Year Built: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,803 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,503 (year 2035), Design Load: H 15, Features Intersected: KYGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
Structure Number: 2704056, Location: 4.96M W OF JCT SR7 (Lat: 38.982450, Lng: -82.164361), Route carried "on" structure: State highway 554, Year Built: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,803 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,503 (year 2035), Design Load: H 15, Features Intersected: KYGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
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Structure Number: 270408, Location: 3.65M W OF JCT SR7 (Lat: 38.980250, Lng: -82.141581), Route carried "on" structure: State highway 554, Year Built: 1972, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,803 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,503 (year 2035), Design Load: H 15, Features Intersected: JESSIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.053, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
Structure Number: 270408, Location: 3.65M W OF JCT SR7 (Lat: 38.980250, Lng: -82.141581), Route carried "on" structure: State highway 554, Year Built: 1972, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,803 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,503 (year 2035), Design Load: H 15, Features Intersected: JESSIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.053, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
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Structure Number: 2730111, Location: .1MI.N.OF SHAVER RD.7 (Lat: 38.929939, Lng: -82.158189), Route carried "on" structure: County highway CO015, Year Built: 1965, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 167 (year 2035), Design Load: H 20, Features Intersected: LITTLE KYGER CREEK, Facility Carried by Structure: LITTLE KYGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 51.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2730111, Location: .1MI.N.OF SHAVER RD.7 (Lat: 38.929939, Lng: -82.158189), Route carried "on" structure: County highway CO015, Year Built: 1965, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 167 (year 2035), Design Load: H 20, Features Intersected: LITTLE KYGER CREEK, Facility Carried by Structure: LITTLE KYGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 51.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2730154, Location: .75MI.N.OF SR.7 (Lat: 38.923369, Lng: -82.136939), Route carried "on" structure: County highway CO015, Year Built: 1975, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 167 (year 2035), Design Load: HS 20, Features Intersected: LITTLE KYGER CREEK, Facility Carried by Structure: LITTLE KYGER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2730154, Location: .75MI.N.OF SR.7 (Lat: 38.923369, Lng: -82.136939), Route carried "on" structure: County highway CO015, Year Built: 1975, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 167 (year 2035), Design Load: HS 20, Features Intersected: LITTLE KYGER CREEK, Facility Carried by Structure: LITTLE KYGER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 273115, Location: 03MI.N.OF SWISHER HILL RD (Lat: 38.937111, Lng: -82.166389), Route carried "on" structure: County highway CO015, Year Built: 1930, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 167 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: LITTLE KYGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.375, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 273115, Location: 03MI.N.OF SWISHER HILL RD (Lat: 38.937111, Lng: -82.166389), Route carried "on" structure: County highway CO015, Year Built: 1930, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 167 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: LITTLE KYGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.375, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2734648, Location: .2MI.S.OF SR.554 (Lat: 38.945439, Lng: -82.127581), Route carried "on" structure: County highway CO013, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 553 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 768 (year 2035), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: GRAVEL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County 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: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2734648, Location: .2MI.S.OF SR.554 (Lat: 38.945439, Lng: -82.127581), Route carried "on" structure: County highway CO013, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 553 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 768 (year 2035), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: GRAVEL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County 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: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2734745, Location: .07 MI W OF SR 554 (Lat: 38.959581, Lng: -82.130669), Route carried "on" structure: County highway TO609, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HS 20+Mod, Features Intersected: KYGER CREEK, Facility Carried by Structure: STINGY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2734745, Location: .07 MI W OF SR 554 (Lat: 38.959581, Lng: -82.130669), Route carried "on" structure: County highway TO609, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HS 20+Mod, Features Intersected: KYGER CREEK, Facility Carried by Structure: STINGY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2734753, Location: .19 MI S OF S.R. 554 (Lat: 38.978219, Lng: -82.172719), Route carried "on" structure: County highway CO025, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: STREAM, Facility Carried by Structure: POPLAR RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2734753, Location: .19 MI S OF S.R. 554 (Lat: 38.978219, Lng: -82.172719), Route carried "on" structure: County highway CO025, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: STREAM, Facility Carried by Structure: POPLAR RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2734818, Location: JCT.W/LITTLE KYGER RD. (Lat: 38.932669, Lng: -82.164389), Route carried "on" structure: County highway TO321, Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 199 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 276 (year 2035), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: SWISHER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2734818, Location: JCT.W/LITTLE KYGER RD. (Lat: 38.932669, Lng: -82.164389), Route carried "on" structure: County highway TO321, Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 199 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 276 (year 2035), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: SWISHER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 273504, Location: .36 MI W. OF STORYS RD. (Lat: 38.987811, Lng: -82.147689), Route carried "on" structure: County highway TO641, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: H 20, Features Intersected: JESSIE CREEK, Facility Carried by Structure: JESSIE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 273504, Location: .36 MI W. OF STORYS RD. (Lat: 38.987811, Lng: -82.147689), Route carried "on" structure: County highway TO641, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: H 20, Features Intersected: JESSIE CREEK, Facility Carried by Structure: JESSIE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete