Bridge Statistics for Sandusky, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 1Before 1900
- 11930-1939
- 11940-1949
- 481960-1969
- 11970-1979
- 31980-1989
- 21990-1999
- 72000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 51990-1999
- 122000-2009
- Bridge Condition - Deck
- 4.7%Excellent
- 44.2%Very good
- 41.9%Good
- 9.3%Satisfactory
- Bridge Condition - Superstructure
- 6.8%Excellent
- 38.6%Very good
- 43.2%Good
- 11.4%Satisfactory
- Bridge Condition - Substructure
- 6.8%Excellent
- 50.0%Very good
- 20.5%Good
- 15.9%Satisfactory
- 6.8%Fair
- Bridge Condition - Channel
- 3.1%Excellent
- 37.5%Very good
- 50.0%Good
- 9.4%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Fair
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Structure Number: 223184, Location: MA-222 (Lat: 41.397400, Lng: -82.747481), Route carried "on" structure: County highway C0010, Year Built: 2005, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,945 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,088 (year 2035), Design Load: HS 25 or greater, Features Intersected: BOGART RD-RENGEL DITCH, Facility Carried by Structure: BOGART RD CR10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 42.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 223184, Location: MA-222 (Lat: 41.397400, Lng: -82.747481), Route carried "on" structure: County highway C0010, Year Built: 2005, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,945 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,088 (year 2035), Design Load: HS 25 or greater, Features Intersected: BOGART RD-RENGEL DITCH, Facility Carried by Structure: BOGART RD CR10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 42.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2231905, Location: MA-204 (Lat: 41.432219, Lng: -82.776669), Route carried "on" structure: County highway T0024, Year Built: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2035), Design Load: HS 25 or greater, Features Intersected: HEYWOOD RD/COLD CREEK, Facility Carried by Structure: HEYWOOD RD TR24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.486, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: 51.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2231905, Location: MA-204 (Lat: 41.432219, Lng: -82.776669), Route carried "on" structure: County highway T0024, Year Built: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2035), Design Load: HS 25 or greater, Features Intersected: HEYWOOD RD/COLD CREEK, Facility Carried by Structure: HEYWOOD RD TR24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.486, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: 51.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2231921, Location: P-313 (Lat: 41.405831, Lng: -82.746181), Route carried "on" structure: County highway T0106, Year Built: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,920 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,053 (year 2035), Design Load: HS 25 or greater, Features Intersected: OLD RAILROAD RD-MILLS CR, Facility Carried by Structure: OLD RAILROAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2231921, Location: P-313 (Lat: 41.405831, Lng: -82.746181), Route carried "on" structure: County highway T0106, Year Built: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,920 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,053 (year 2035), Design Load: HS 25 or greater, Features Intersected: OLD RAILROAD RD-MILLS CR, Facility Carried by Structure: OLD RAILROAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2232073, Location: MA-507 (Lat: 41.443061, Lng: -82.772739), Route carried "on" structure: County highway C0105, Year Built: 2009, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,399 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,330 (year 2035), Design Load: HL 93, Features Intersected: BARDSHAR RD/COLD CREEK, Facility Carried by Structure: BARDSHAR RD CR105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.077, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.4 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2232073, Location: MA-507 (Lat: 41.443061, Lng: -82.772739), Route carried "on" structure: County highway C0105, Year Built: 2009, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,399 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,330 (year 2035), Design Load: HL 93, Features Intersected: BARDSHAR RD/COLD CREEK, Facility Carried by Structure: BARDSHAR RD CR105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.077, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.4 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2232103, Location: H-404 (Lat: 41.420381, Lng: -82.640639), Route carried "on" structure: County highway C0005, Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,178 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 7,187 (year 2035), Design Load: HL 93, Features Intersected: PERKINS AVE/PLUM BROOK, Facility Carried by Structure: PERKINS AVE CR5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 2232103, Location: H-404 (Lat: 41.420381, Lng: -82.640639), Route carried "on" structure: County highway C0005, Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,178 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 7,187 (year 2035), Design Load: HL 93, Features Intersected: PERKINS AVE/PLUM BROOK, Facility Carried by Structure: PERKINS AVE CR5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 2266318, Location: PERKINS AVE CURVE WEST (Lat: 41.434061, Lng: -82.731919), Route carried "on" structure: City street PERKI, Year Built: 1934, Year Reconstructed: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,060 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 11,187 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $55,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2266318, Location: PERKINS AVE CURVE WEST (Lat: 41.434061, Lng: -82.731919), Route carried "on" structure: City street PERKI, Year Built: 1934, Year Reconstructed: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,060 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 11,187 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $55,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2266415, Location: 875 FT W OF SLOANE ST (Lat: 41.446231, Lng: -82.735881), Route carried "on" structure: City street MONRO, Year Built: 1984, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 5,754 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 7,987 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.307, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
Structure Number: 2266415, Location: 875 FT W OF SLOANE ST (Lat: 41.446231, Lng: -82.735881), Route carried "on" structure: City street MONRO, Year Built: 1984, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 5,754 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 7,987 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.307, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
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Structure Number: 6236057, Location: 0.3 MI. E. JCT TR138 (Lat: 41.507250, Lng: -82.775481), Route carried "on" structure: County highway C0135, Year Built: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,622 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,251 (year 2035), Design Load: HS 20+Mod, Features Intersected: MEADOW BROOK, Facility Carried by Structure: BAY SHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6236057, Location: 0.3 MI. E. JCT TR138 (Lat: 41.507250, Lng: -82.775481), Route carried "on" structure: County highway C0135, Year Built: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,622 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,251 (year 2035), Design Load: HS 20+Mod, Features Intersected: MEADOW BROOK, Facility Carried by Structure: BAY SHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 703, Location: Just S of Gatton Rocks Rd (Lat: 40.601461, Lng: -82.474739), Route carried "on" structure: County highway T0403, Year Built: 2017, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 485 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 703 (year 2031), Design Load: HL 93, Features Intersected: Clearfork Mohican River, Facility Carried by Structure: Stoffer Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.3m (132.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 51.8 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.03m (13.22ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 703, Location: Just S of Gatton Rocks Rd (Lat: 40.601461, Lng: -82.474739), Route carried "on" structure: County highway T0403, Year Built: 2017, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 485 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 703 (year 2031), Design Load: HL 93, Features Intersected: Clearfork Mohican River, Facility Carried by Structure: Stoffer Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.3m (132.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 51.8 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.03m (13.22ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2200155, Location: .81 MI W US 6 (Lat: 41.448869, Lng: -82.791661), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 21,976 (year 2017), Truck Traffic: 10%, Features Intersected: MAR-021-0100 TR
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.509, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 2200155, Location: .81 MI W US 6 (Lat: 41.448869, Lng: -82.791661), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 21,976 (year 2017), Truck Traffic: 10%, Features Intersected: MAR-021-0100 TR
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.509, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 2200244, Location: OVER US 6 (Lat: 41.441811, Lng: -82.779250), Route carried "under" structure: US 6, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,739 (year 2015), Truck Traffic: 10%, Features Intersected: UNDER ERI-002 -0430L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 6.148, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2200244, Location: OVER US 6 (Lat: 41.441811, Lng: -82.779250), Route carried "under" structure: US 6, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,739 (year 2015), Truck Traffic: 10%, Features Intersected: UNDER ERI-002 -0430L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 6.148, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2200279, Location: OVER US 6 (Lat: 41.441681, Lng: -82.779700), Route carried "under" structure: US 6, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,739 (year 2015), Truck Traffic: 10%, Features Intersected: UNDER ERI-002 -0430R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 6.116, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2200279, Location: OVER US 6 (Lat: 41.441681, Lng: -82.779700), Route carried "under" structure: US 6, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,739 (year 2015), Truck Traffic: 10%, Features Intersected: UNDER ERI-002 -0430R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 6.116, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2200333, Location: 1.06 MI W SR 101 (Lat: 41.430689, Lng: -82.772500), Route carried "under" structure: County highway 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,399 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0518L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 8.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 2200333, Location: 1.06 MI W SR 101 (Lat: 41.430689, Lng: -82.772500), Route carried "under" structure: County highway 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,399 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0518L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 8.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 2200368, Location: 1.06 MI W SR 101 (Lat: 41.430231, Lng: -82.772481), Route carried "under" structure: County highway 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,399 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0518R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 8.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 2200368, Location: 1.06 MI W SR 101 (Lat: 41.430231, Lng: -82.772481), Route carried "under" structure: County highway 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,399 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0518R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 8.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 2200392, Location: .87 MI W SR 101 (Lat: 41.428319, Lng: -82.769789), Route carried "under" structure: County highway 25, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 312 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0537L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 2200392, Location: .87 MI W SR 101 (Lat: 41.428319, Lng: -82.769789), Route carried "under" structure: County highway 25, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 312 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0537L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 2200422, Location: .87 MI W SR 101 (Lat: 41.428150, Lng: -82.770081), Route carried "under" structure: County highway 25, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 312 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0537R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 2200422, Location: .87 MI W SR 101 (Lat: 41.428150, Lng: -82.770081), Route carried "under" structure: County highway 25, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 312 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0537R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 2200481, Location: .95 MI E SR 4 (Lat: 41.410169, Lng: -82.745239), Route carried "under" structure: County highway 106, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,920 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0719L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 66.1m (216.9ft)
Structure Number: 2200481, Location: .95 MI E SR 4 (Lat: 41.410169, Lng: -82.745239), Route carried "under" structure: County highway 106, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,920 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0719L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 66.1m (216.9ft)
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Structure Number: 2200511, Location: .95 MI E SR 4 (Lat: 41.409881, Lng: -82.745389), Route carried "under" structure: County highway 106, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,920 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0719R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 66.1m (216.9ft)
Structure Number: 2200511, Location: .95 MI E SR 4 (Lat: 41.409881, Lng: -82.745389), Route carried "under" structure: County highway 106, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,920 (year 2015), Truck Traffic: 5%, Features Intersected: UNDER ERI-002 -0719R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 66.1m (216.9ft)
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Structure Number: 2200724, Location: 1.11 MI E OF SR4 (Lat: 41.399561, Lng: -82.706619), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 25,915 (year 2017), Truck Traffic: 12%, Features Intersected: CR-110 CAMPBELL ST, Facility Carried by Structure: CH 110 CAMPBELL RD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.931, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2200724, Location: 1.11 MI E OF SR4 (Lat: 41.399561, Lng: -82.706619), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 25,915 (year 2017), Truck Traffic: 12%, Features Intersected: CR-110 CAMPBELL ST, Facility Carried by Structure: CH 110 CAMPBELL RD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.931, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2200872, Location: 2.83 MI E OF SR 4 (Lat: 41.397361, Lng: -82.675861), Route carried "under" structure: County highway 120, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,811 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER ERI-002 -1096R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2200872, Location: 2.83 MI E OF SR 4 (Lat: 41.397361, Lng: -82.675861), Route carried "under" structure: County highway 120, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,811 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER ERI-002 -1096R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2200902, Location: AT SR 250 (Lat: 41.400339, Lng: -82.656519), Route carried "under" structure: US 250, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,392 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER ERI-002 -1200L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 6.309, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 2200902, Location: AT SR 250 (Lat: 41.400339, Lng: -82.656519), Route carried "under" structure: US 250, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,392 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER ERI-002 -1200L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 6.309, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 2200937, Location: AT RT. 250 (Lat: 41.400050, Lng: -82.656239), Route carried "under" structure: US 250, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,392 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER ERI-002 -1200R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 6.357, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 2200937, Location: AT RT. 250 (Lat: 41.400050, Lng: -82.656239), Route carried "under" structure: US 250, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,392 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER ERI-002 -1200R, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 6.357, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 2200996, Location: .51 MILES EAST OF US 250 (Lat: 41.401400, Lng: -82.646469), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 21,879 (year 2017), Truck Traffic: 13%, Features Intersected: CR118 GALLOWAY RD, Facility Carried by Structure: TR118 GALLOWAY RD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 20.117, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2200996, Location: .51 MILES EAST OF US 250 (Lat: 41.401400, Lng: -82.646469), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 21,879 (year 2017), Truck Traffic: 13%, Features Intersected: CR118 GALLOWAY RD, Facility Carried by Structure: TR118 GALLOWAY RD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 20.117, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2201054, Location: 2.12 MI E US 250 (Lat: 41.404800, Lng: -82.615769), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 21,879 (year 2017), Truck Traffic: 13%, Features Intersected: UNDER ERI-121-0300 TH
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 22.631, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2201054, Location: 2.12 MI E US 250 (Lat: 41.404800, Lng: -82.615769), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 21,879 (year 2017), Truck Traffic: 13%, Features Intersected: UNDER ERI-121-0300 TH
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 22.631, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2201356, Location: 3.75 MILES NORTH OF SR 99 (Lat: 41.403611, Lng: -82.729039), Route carried "under" structure: State highway 2, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 16,772 (year 2015), Truck Traffic: 14%, Features Intersected: UNDER ERI-004 -0841, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 13.084, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2201356, Location: 3.75 MILES NORTH OF SR 99 (Lat: 41.403611, Lng: -82.729039), Route carried "under" structure: State highway 2, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 16,772 (year 2015), Truck Traffic: 14%, Features Intersected: UNDER ERI-004 -0841, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 13.084, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2202824, Location: AT SR 2 INTERSECTION (Lat: 41.418231, Lng: -82.759461), Route carried "under" structure: State highway 2, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 19,689 (year 2015), Truck Traffic: 14%, Features Intersected: UNDER ERI-101 -0620, Facility Carried by Structure: SR 101
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 10.042, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 2202824, Location: AT SR 2 INTERSECTION (Lat: 41.418231, Lng: -82.759461), Route carried "under" structure: State highway 2, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 19,689 (year 2015), Truck Traffic: 14%, Features Intersected: UNDER ERI-101 -0620, Facility Carried by Structure: SR 101
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 10.042, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 2203189, Location: .59 MILES SOUTH OF SR 6 (Lat: 41.439150, Lng: -82.694569), Route carried "under" structure: County highway 508, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,763 (year 2015), Truck Traffic: 5%, Features Intersected: US 250, Facility Carried by Structure: USR 250
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.933, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 2203189, Location: .59 MILES SOUTH OF SR 6 (Lat: 41.439150, Lng: -82.694569), Route carried "under" structure: County highway 508, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,763 (year 2015), Truck Traffic: 5%, Features Intersected: US 250, Facility Carried by Structure: USR 250
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.933, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 2203243, Location: .68 MILES SOUTH OF SR 6 (Lat: 41.438950, Lng: -82.693919), Route carried "under" structure: City street M0481, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,763 (year 2015), Truck Traffic: 5%, Features Intersected: USR 250, Facility Carried by Structure: USR 250
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.050, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 2203243, Location: .68 MILES SOUTH OF SR 6 (Lat: 41.438950, Lng: -82.693919), Route carried "under" structure: City street M0481, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,763 (year 2015), Truck Traffic: 5%, Features Intersected: USR 250, Facility Carried by Structure: USR 250
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.050, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)