Bridge Statistics for Tiffin, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 67Number of bridges
- 564ft / 172mTotal length
- $51,921,000Total costs
- 151,340Total average daily traffic
- 10,107Total average daily truck traffic
- 210,065Total future (year 1990) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tiffin
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 41910-1919
- 21920-1929
- 11930-1939
- 11940-1949
- 31950-1959
- 101960-1969
- 61970-1979
- 101980-1989
- 191990-1999
- 62000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 19.4%Excellent
- 35.5%Very good
- 27.4%Good
- 9.7%Satisfactory
- 8.1%Fair
- Bridge Condition - Superstructure
- 21.9%Excellent
- 29.7%Very good
- 29.7%Good
- 7.8%Satisfactory
- 9.4%Fair
- 1.6%Poor
- Bridge Condition - Substructure
- 18.8%Excellent
- 28.1%Very good
- 31.3%Good
- 12.5%Satisfactory
- 7.8%Fair
- 1.6%Poor
- Bridge Condition - Channel
- 15.2%Excellent
- 30.3%Very good
- 15.2%Good
- 31.8%Satisfactory
- 6.1%Fair
- 1.5%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
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Structure Number: 7400624, Location: .25 MI. W. OF SR 18/101 (Lat: 41.116100, Lng: -83.173111), Route carried "on" structure: State highway 18D, Year Built: 1997, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,367 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,837 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, 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 or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.6 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400624, Location: .25 MI. W. OF SR 18/101 (Lat: 41.116100, Lng: -83.173111), Route carried "on" structure: State highway 18D, Year Built: 1997, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,367 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,837 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, 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 or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.6 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 740064, Location: 0.5 MI W JCT US 224 (Lat: 41.116281, Lng: -83.231939), Route carried "on" structure: State highway 18, Year Built: 1991, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,725 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 7,946 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.234, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 17.7m (58.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 740064, Location: 0.5 MI W JCT US 224 (Lat: 41.116281, Lng: -83.231939), Route carried "on" structure: State highway 18, Year Built: 1991, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,725 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 7,946 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.234, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 17.7m (58.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7400675, Location: 1800 FT. EAST OF SR 53 (Lat: 41.114139, Lng: -83.180881), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 8,029 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 11,144 (year 2035), Design Load: HS 20+Mod, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7400675, Location: 1800 FT. EAST OF SR 53 (Lat: 41.114139, Lng: -83.180881), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 8,029 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 11,144 (year 2035), Design Load: HS 20+Mod, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7400691, Location: 0.16 mi. West of SR 100 (Lat: 41.114861, Lng: -83.173200), Route carried "on" structure: State highway 18, Year Built: 1929, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 6,253 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,679 (year 2035), Design Load: H 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable 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: 7400691, Location: 0.16 mi. West of SR 100 (Lat: 41.114861, Lng: -83.173200), Route carried "on" structure: State highway 18, Year Built: 1929, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 6,253 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,679 (year 2035), Design Load: H 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable 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: 7400705, Location: 900 FT W JCT SR 100 (Lat: 41.115619, Lng: -83.178669), Route carried "on" structure: State highway 18D, Year Built: 1997, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 7,708 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,699 (year 2035), Design Load: HS 20+Mod, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7400705, Location: 900 FT W JCT SR 100 (Lat: 41.115619, Lng: -83.178669), Route carried "on" structure: State highway 18D, Year Built: 1997, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 7,708 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,699 (year 2035), Design Load: HS 20+Mod, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7400748, Location: .3 MI. W. OF CR 13 (Lat: 41.120000, Lng: -83.155750), Route carried "on" structure: State highway 18, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,715 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,768 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Superior 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7400748, Location: .3 MI. W. OF CR 13 (Lat: 41.120000, Lng: -83.155750), Route carried "on" structure: State highway 18, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,715 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,768 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Superior 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7400764, Location: 1.5 MI E OF TIFFIN (Lat: 41.124339, Lng: -83.121261), Route carried "on" structure: State highway 18, Year Built: 1991, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,715 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,768 (year 2035), Design Load: HS 20+Mod, Features Intersected: CLOUSE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: 48.6 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, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7400764, Location: 1.5 MI E OF TIFFIN (Lat: 41.124339, Lng: -83.121261), Route carried "on" structure: State highway 18, Year Built: 1991, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,715 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,768 (year 2035), Design Load: HS 20+Mod, Features Intersected: CLOUSE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: 48.6 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, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7401876, Location: 650 FT. SOUTH OF USR 224 (Lat: 41.094711, Lng: -83.202039), Route carried "on" structure: State highway 53, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,126 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 8,503 (year 2035), Design Load: HS 20+Mod, Features Intersected: BELL'S RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 7401876, Location: 650 FT. SOUTH OF USR 224 (Lat: 41.094711, Lng: -83.202039), Route carried "on" structure: State highway 53, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,126 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 8,503 (year 2035), Design Load: HS 20+Mod, Features Intersected: BELL'S RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 7401892, Location: 1/2 MI N. OF SR 18 (Lat: 41.119681, Lng: -83.182619), Route carried "on" structure: State highway 53, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,742 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 10,746 (year 2035), Design Load: H 20, Features Intersected: CSX & NOW RR, Facility Carried by Structure: JFK MEMORIAL BRIDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.578, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7401892, Location: 1/2 MI N. OF SR 18 (Lat: 41.119681, Lng: -83.182619), Route carried "on" structure: State highway 53, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,742 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 10,746 (year 2035), Design Load: H 20, Features Intersected: CSX & NOW RR, Facility Carried by Structure: JFK MEMORIAL BRIDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.578, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7402295, Location: 2 BLKS W OF PERRY ST (Lat: 41.116939, Lng: -83.176939), Route carried "on" structure: State highway 100, Year Built: 1997, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 7,278 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 10,102 (year 2035), Design Load: HS 20+Mod, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.820, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7402295, Location: 2 BLKS W OF PERRY ST (Lat: 41.116939, Lng: -83.176939), Route carried "on" structure: State highway 100, Year Built: 1997, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 7,278 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 10,102 (year 2035), Design Load: HS 20+Mod, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.820, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7402368, Location: 0.72 mi. North of SR 18 (Lat: 41.123639, Lng: -83.158439), Route carried "on" structure: State highway 101, Year Built: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5,869 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,146 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7402368, Location: 0.72 mi. North of SR 18 (Lat: 41.123639, Lng: -83.158439), Route carried "on" structure: State highway 101, Year Built: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5,869 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,146 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7402384, Location: 1.87 mi. North of SR 18 (Lat: 41.134831, Lng: -83.142681), Route carried "on" structure: State highway 101, Year Built: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,869 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,146 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7402384, Location: 1.87 mi. North of SR 18 (Lat: 41.134831, Lng: -83.142681), Route carried "on" structure: State highway 101, Year Built: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,869 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,146 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7402864, Location: 1.2 MI W JCT SR18 & US224 (Lat: 41.105661, Lng: -83.242711), Route carried "on" structure: US 224, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,384 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 7,473 (year 2035), Design Load: HS 20+Mod, Features Intersected: EBR WOLF CR MIDDLE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7402864, Location: 1.2 MI W JCT SR18 & US224 (Lat: 41.105661, Lng: -83.242711), Route carried "on" structure: US 224, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,384 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 7,473 (year 2035), Design Load: HS 20+Mod, Features Intersected: EBR WOLF CR MIDDLE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 740291, Location: 450 Ft. East of SR53 (Lat: 41.095781, Lng: -83.199331), Route carried "on" structure: US 224, Year Built: 1956, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 10,539 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 14,628 (year 2035), Design Load: HS 20, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 740291, Location: 450 Ft. East of SR53 (Lat: 41.095781, Lng: -83.199331), Route carried "on" structure: US 224, Year Built: 1956, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 10,539 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 14,628 (year 2035), Design Load: HS 20, Features Intersected: SANDUSKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7403011, Location: 300 FT W OF TWP RD 201 (Lat: 41.080719, Lng: -83.138111), Route carried "on" structure: US 224, Year Built: 1999, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,557 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4,937 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 23.8m (78.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 7403011, Location: 300 FT W OF TWP RD 201 (Lat: 41.080719, Lng: -83.138111), Route carried "on" structure: US 224, Year Built: 1999, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,557 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4,937 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 23.8m (78.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 740355, Location: 1.04 mi. South of USR 224 (Lat: 41.045761, Lng: -83.170239), Route carried "on" structure: State highway 231, Year Built: 1983, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,102 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,918 (year 2035), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 740355, Location: 1.04 mi. South of USR 224 (Lat: 41.045761, Lng: -83.170239), Route carried "on" structure: State highway 231, Year Built: 1983, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,102 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,918 (year 2035), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7403577, Location: 2.81 mi. South of USR 224 (Lat: 41.101281, Lng: -83.174631), Route carried "on" structure: State highway 231, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,341 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,637 (year 2035), Design Load: HS 20, Features Intersected: GIBSON RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: October 2021
Structure Number: 7403577, Location: 2.81 mi. South of USR 224 (Lat: 41.101281, Lng: -83.174631), Route carried "on" structure: State highway 231, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,341 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,637 (year 2035), Design Load: HS 20, Features Intersected: GIBSON RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: October 2021
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Structure Number: 7430003, Location: 600 FT EAST OF CR-591 (Lat: 41.101750, Lng: -83.226111), Route carried "on" structure: County highway T0018, Year Built: 2014, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 570 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 791 (year 2040), Design Load: HS 20+Mod, Features Intersected: EAST BRANCH WOLF CREEK, Facility Carried by Structure: HOP TR-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $51,921,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7430003, Location: 600 FT EAST OF CR-591 (Lat: 41.101750, Lng: -83.226111), Route carried "on" structure: County highway T0018, Year Built: 2014, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 570 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 791 (year 2040), Design Load: HS 20+Mod, Features Intersected: EAST BRANCH WOLF CREEK, Facility Carried by Structure: HOP TR-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $51,921,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7434405, Location: .4 MI N OF SR 18 (Lat: 41.129661, Lng: -83.130931), Route carried "on" structure: County highway T0015, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 728 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,010 (year 2035), Design Load: HS 20, Features Intersected: MORRISON CREEK CL, Facility Carried by Structure: CLI TR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 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: Superior to present desirable 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: 7434405, Location: .4 MI N OF SR 18 (Lat: 41.129661, Lng: -83.130931), Route carried "on" structure: County highway T0015, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 728 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,010 (year 2035), Design Load: HS 20, Features Intersected: MORRISON CREEK CL, Facility Carried by Structure: CLI TR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 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: Superior to present desirable 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: 7434413, Location: .156 MI S OF CR 38 (Lat: 41.165619, Lng: -83.125569), Route carried "on" structure: County highway C0015, Year Built: 1972, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 679 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPICER CREEK, Facility Carried by Structure: CLI CR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434413, Location: .156 MI S OF CR 38 (Lat: 41.165619, Lng: -83.125569), Route carried "on" structure: County highway C0015, Year Built: 1972, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 679 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPICER CREEK, Facility Carried by Structure: CLI CR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7434421, Location: .17 MI N OF CR 50 (Lat: 41.111669, Lng: -83.131669), Route carried "on" structure: County highway T0015, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 640 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 888 (year 2035), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI TR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.5 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434421, Location: .17 MI N OF CR 50 (Lat: 41.111669, Lng: -83.131669), Route carried "on" structure: County highway T0015, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 640 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 888 (year 2035), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI TR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.5 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 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: 7434449, Location: .38 MI W OF CR 15 (Lat: 41.167689, Lng: -83.131489), Route carried "on" structure: County highway C0038, Year Built: 1995, Year Reconstructed: 2021, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 1,411 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,958 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPICER CREEK, Facility Carried by Structure: CLI CR 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.671, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434449, Location: .38 MI W OF CR 15 (Lat: 41.167689, Lng: -83.131489), Route carried "on" structure: County highway C0038, Year Built: 1995, Year Reconstructed: 2021, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 1,411 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,958 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPICER CREEK, Facility Carried by Structure: CLI CR 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.671, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 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: 7434472, Location: .3 MI N OF CR 36 (Lat: 41.099450, Lng: -83.131400), Route carried "on" structure: County highway C0015, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 767 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,065 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOSSLER DITCH, Facility Carried by Structure: CLI CR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, 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: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.2 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434472, Location: .3 MI N OF CR 36 (Lat: 41.099450, Lng: -83.131400), Route carried "on" structure: County highway C0015, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 767 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,065 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOSSLER DITCH, Facility Carried by Structure: CLI CR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, 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: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.2 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 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: 7434502, Location: .2 MI W OF CR13 (Lat: 41.100281, Lng: -83.153331), Route carried "on" structure: County highway C0036, Year Built: 1996, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,187 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,648 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK, Facility Carried by Structure: CLI CR36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 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: Equal to present desirable 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: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7434502, Location: .2 MI W OF CR13 (Lat: 41.100281, Lng: -83.153331), Route carried "on" structure: County highway C0036, Year Built: 1996, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,187 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,648 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK, Facility Carried by Structure: CLI CR36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 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: Equal to present desirable 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: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7434545, Location: .4 MI E OF CR 15 (Lat: 41.110000, Lng: -83.123331), Route carried "on" structure: County highway C0050, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,331 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,847 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI CR 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, 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: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 7434545, Location: .4 MI E OF CR 15 (Lat: 41.110000, Lng: -83.123331), Route carried "on" structure: County highway C0050, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,331 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,847 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI CR 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, 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: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 743465, Location: .02 MI W OF TR 165 (Lat: 41.152719, Lng: -83.095531), Route carried "on" structure: County highway T0130, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 95 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 132 (year 2035), Design Load: HS 20+Mod, Features Intersected: GARLAND DITCH CL, Facility Carried by Structure: CLI TR130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 743465, Location: .02 MI W OF TR 165 (Lat: 41.152719, Lng: -83.095531), Route carried "on" structure: County highway T0130, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 95 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 132 (year 2035), Design Load: HS 20+Mod, Features Intersected: GARLAND DITCH CL, Facility Carried by Structure: CLI TR130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7434685, Location: .95 MI S CR 38 (Lat: 41.153331, Lng: -83.095000), Route carried "on" structure: County highway T0165, Year Built: 1900, Year Reconstructed: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 58 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 81 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPICER CREEK, Facility Carried by Structure: CLI TR 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.015, 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: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7434685, Location: .95 MI S CR 38 (Lat: 41.153331, Lng: -83.095000), Route carried "on" structure: County highway T0165, Year Built: 1900, Year Reconstructed: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 58 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 81 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPICER CREEK, Facility Carried by Structure: CLI TR 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.015, 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: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7434693, Location: .83 MI N OF SR 18 (Lat: 41.133111, Lng: -83.134200), Route carried "on" structure: County highway T0194, Year Built: 1918, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK, Facility Carried by Structure: CLI TR 194
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, 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: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434693, Location: .83 MI N OF SR 18 (Lat: 41.133111, Lng: -83.134200), Route carried "on" structure: County highway T0194, Year Built: 1918, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK, Facility Carried by Structure: CLI TR 194
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, 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: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7434774, Location: .14 MI S OF CR 50 (Lat: 41.108331, Lng: -83.111669), Route carried "on" structure: County highway T0159, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 285 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 396 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI TR 159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.810, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Equal to present desirable 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: 7434774, Location: .14 MI S OF CR 50 (Lat: 41.108331, Lng: -83.111669), Route carried "on" structure: County highway T0159, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 285 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 396 (year 2035), Design Load: HS 20+Mod, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI TR 159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.810, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Equal to present desirable 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: 7434782, Location: .39 MI W OF CR 15 (Lat: 41.098331, Lng: -83.136669), Route carried "on" structure: County highway C0036, Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 827 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,148 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOSSLER DITCH, Facility Carried by Structure: CLI CR 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.476, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434782, Location: .39 MI W OF CR 15 (Lat: 41.098331, Lng: -83.136669), Route carried "on" structure: County highway C0036, Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 827 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,148 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOSSLER DITCH, Facility Carried by Structure: CLI CR 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.476, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7434839, Location: 0.01 MI E OF TIFFIN EAST (Lat: 41.136669, Lng: -83.161669), Route carried "on" structure: County highway T0073, Year Built: 2004, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 979 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,359 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK, Facility Carried by Structure: CLI TR 73
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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, Membrane: Preformed Fabric
Structure Number: 7434839, Location: 0.01 MI E OF TIFFIN EAST (Lat: 41.136669, Lng: -83.161669), Route carried "on" structure: County highway T0073, Year Built: 2004, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 979 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,359 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK, Facility Carried by Structure: CLI TR 73
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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, Membrane: Preformed Fabric
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Structure Number: 7434847, Location: 0.477 MI NORTH OF SR 18 (Lat: 41.130000, Lng: -83.093331), Route carried "on" structure: County highway T0165, Year Built: 2005, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 58 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 81 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK, Facility Carried by Structure: CLI TR 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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, Membrane: Preformed Fabric
Structure Number: 7434847, Location: 0.477 MI NORTH OF SR 18 (Lat: 41.130000, Lng: -83.093331), Route carried "on" structure: County highway T0165, Year Built: 2005, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 58 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 81 (year 2035), Design Load: HS 20+Mod, Features Intersected: MORRISON CREEK, Facility Carried by Structure: CLI TR 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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, Membrane: Preformed Fabric
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Structure Number: 7434855, Location: 0.16 MILES SOUTH OF SR 18 (Lat: 41.119169, Lng: -83.150000), Route carried "on" structure: County highway C0013, Year Built: 2009, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 773 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,073 (year 2035), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI CR 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Membrane: Preformed Fabric
Structure Number: 7434855, Location: 0.16 MILES SOUTH OF SR 18 (Lat: 41.119169, Lng: -83.150000), Route carried "on" structure: County highway C0013, Year Built: 2009, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 773 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,073 (year 2035), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CLI CR 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Membrane: Preformed Fabric
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Structure Number: 7434863, Location: 0.84 MILES EAST OF SR 100 (Lat: 41.087781, Lng: -83.141669), Route carried "on" structure: County highway T0201, Year Built: 1959, Year Reconstructed: 2010, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 95 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 132 (year 2035), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: CLI TR 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434863, Location: 0.84 MILES EAST OF SR 100 (Lat: 41.087781, Lng: -83.141669), Route carried "on" structure: County highway T0201, Year Built: 1959, Year Reconstructed: 2010, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 95 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 132 (year 2035), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: CLI TR 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7434898, Location: 0.25 MILES EAST OF SR 53 (Lat: 41.167500, Lng: -83.163331), Route carried "on" structure: County highway C0038, Year Built: 2013, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 1,411 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,958 (year 2035), Design Load: HL 93, Features Intersected: SANDUSKY RIVER, Facility Carried by Structure: CLI CR 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 87.5 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: 52.5 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7434898, Location: 0.25 MILES EAST OF SR 53 (Lat: 41.167500, Lng: -83.163331), Route carried "on" structure: County highway C0038, Year Built: 2013, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 1,411 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,958 (year 2035), Design Load: HL 93, Features Intersected: SANDUSKY RIVER, Facility Carried by Structure: CLI CR 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 87.5 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: 52.5 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7436491, Location: .28 MI S OF US 224 (Lat: 41.076669, Lng: -83.131669), Route carried "on" structure: County highway T0017, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 222 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 308 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK, Facility Carried by Structure: EDE TR 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7436491, Location: .28 MI S OF US 224 (Lat: 41.076669, Lng: -83.131669), Route carried "on" structure: County highway T0017, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 222 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 308 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK, Facility Carried by Structure: EDE TR 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7436599, Location: .2 MI W OF SR231 (Lat: 41.051111, Lng: -83.172600), Route carried "on" structure: County highway T0090, Year Built: 1989, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: EDE TR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.916, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7436599, Location: .2 MI W OF SR231 (Lat: 41.051111, Lng: -83.172600), Route carried "on" structure: County highway T0090, Year Built: 1989, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: EDE TR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.916, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7436629, Location: .67 MI E OF CR 19 (Lat: 41.065000, Lng: -83.177500), Route carried "on" structure: County highway C0016, Year Built: 1998, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 463 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 643 (year 2035), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Fair, 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: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7436629, Location: .67 MI E OF CR 19 (Lat: 41.065000, Lng: -83.177500), Route carried "on" structure: County highway C0016, Year Built: 1998, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 463 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 643 (year 2035), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Fair, 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: 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: 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: June 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: 7437641, Location: .7 MI S OF US224 (Lat: 41.082500, Lng: -83.190000), Route carried "on" structure: County highway C0019, Year Built: 1996, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,492 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,071 (year 2035), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK, Facility Carried by Structure: HOP CR 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7437641, Location: .7 MI S OF US224 (Lat: 41.082500, Lng: -83.190000), Route carried "on" structure: County highway C0019, Year Built: 1996, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,492 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,071 (year 2035), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK, Facility Carried by Structure: HOP CR 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing