Bridge Statistics for Madison, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 285ft / 86.8mTotal length
- $2,909,000Total costs
- 177,361Total average daily traffic
- 39,115Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Madison
- No street view available for this location
- New bridges - historical statistics
- 51900-1909
- 11930-1939
- 41950-1959
- 51960-1969
- 11970-1979
- 11990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 41990-1999
- 32000-2009
- Bridge Condition - Deck
- 21.4%Very good
- 57.1%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 7.1%Excellent
- 21.4%Very good
- 57.1%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 21.4%Very good
- 21.4%Good
- 50.0%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 9.1%Excellent
- 9.1%Very good
- 45.5%Good
- 18.2%Satisfactory
- 18.2%Fair
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Structure Number: 430447, Location: AT LAKE CO. LINE. (Lat: 41.724281, Lng: -81.002681), Route carried "on" structure: County highway C014A, Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 291 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 404 (year 2035), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CORK COLD SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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: 74.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 430447, Location: AT LAKE CO. LINE. (Lat: 41.724281, Lng: -81.002681), Route carried "on" structure: County highway C014A, Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 291 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 404 (year 2035), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CORK COLD SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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: 74.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 432474, Location: .4 MI. N. OF S. RIVER RD. (Lat: 41.745519, Lng: -80.999300), Route carried "on" structure: County highway T141A, Year Built: 1900, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,297 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,800 (year 2035), Features Intersected: GRAND RIVER, Facility Carried by Structure: CLYDE HILL ROAD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), 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, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 432474, Location: .4 MI. N. OF S. RIVER RD. (Lat: 41.745519, Lng: -80.999300), Route carried "on" structure: County highway T141A, Year Built: 1900, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,297 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,800 (year 2035), Features Intersected: GRAND RIVER, Facility Carried by Structure: CLYDE HILL ROAD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), 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, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 43024, Location: 1.75 MI E SR528 (Lat: 41.798361, Lng: -81.014961), Route carried "on" structure: US 20, Year Built: 1936, Year Reconstructed: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 7,868 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,921 (year 2035), Design Load: HS 20, Features Intersected: ARCOLA CRK 2.85 MI E 528
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.894, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43024, Location: 1.75 MI E SR528 (Lat: 41.798361, Lng: -81.014961), Route carried "on" structure: US 20, Year Built: 1936, Year Reconstructed: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 7,868 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,921 (year 2035), Design Load: HS 20, Features Intersected: ARCOLA CRK 2.85 MI E 528
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.894, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4305019, Location: 1.5 MI E GRAND RIVER (Lat: 41.759061, Lng: -81.047211), Route carried "on" structure: State highway 528, Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,030 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,758 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90 (LAK-90-2687)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.164, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $59,000, Total Project Cost: $590,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4305019, Location: 1.5 MI E GRAND RIVER (Lat: 41.759061, Lng: -81.047211), Route carried "on" structure: State highway 528, Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,030 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,758 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90 (LAK-90-2687)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.164, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $59,000, Total Project Cost: $590,000, 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: 4305027, Location: 1.5 MI E GRAND RIVER (Lat: 41.747400, Lng: -81.076839), Route carried "on" structure: County highway C0100, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 1,191 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 52,419 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.254, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $810,000, Roadway Improvement Cost: $90,000, Total Project Cost: $900,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4305027, Location: 1.5 MI E GRAND RIVER (Lat: 41.747400, Lng: -81.076839), Route carried "on" structure: County highway C0100, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 1,191 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 52,419 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.254, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $810,000, Roadway Improvement Cost: $90,000, Total Project Cost: $900,000, 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: 4305043, Location: 4 MI E GRAND RIVER (Lat: 41.762239, Lng: -81.030700), Route carried "on" structure: County highway C0025, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 669 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 47,064 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: BATES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $61,000, Total Project Cost: $610,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4305043, Location: 4 MI E GRAND RIVER (Lat: 41.762239, Lng: -81.030700), Route carried "on" structure: County highway C0025, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 669 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 47,064 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: BATES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $61,000, Total Project Cost: $610,000, 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: 4305078, Location: 6.5 MI E GRAND RIVER (Lat: 41.763739, Lng: -81.002800), Route carried "on" structure: County highway C0141, Year Built: 1959, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 47,064 (year 2022), Design Load: H 15, Features Intersected: IR 90, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, 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: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4305078, Location: 6.5 MI E GRAND RIVER (Lat: 41.763739, Lng: -81.002800), Route carried "on" structure: County highway C0141, Year Built: 1959, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 47,064 (year 2022), Design Load: H 15, Features Intersected: IR 90, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, 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: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4306031, Location: APPROX 2MI S IR90 (Lat: 41.740539, Lng: -81.047931), Route carried "on" structure: State highway 528, Year Built: 1962, Status: Open, Structure Length: 30.08m (98.69ft), Average Daily Traffic: 5,194 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 7,209 (year 2035), Design Load: H 15, Features Intersected: GRAND RIVER 1.26 MI S 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4306031, Location: APPROX 2MI S IR90 (Lat: 41.740539, Lng: -81.047931), Route carried "on" structure: State highway 528, Year Built: 1962, Status: Open, Structure Length: 30.08m (98.69ft), Average Daily Traffic: 5,194 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 7,209 (year 2035), Design Load: H 15, Features Intersected: GRAND RIVER 1.26 MI S 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4306139, Location: 0.15 MI S OF SR 20 (Lat: 41.799969, Lng: -81.048531), Route carried "on" structure: State highway 528, Year Built: 2000, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 7,601 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,550 (year 2035), Design Load: HS 20+Mod, Features Intersected: ARCOLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Superior 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4306139, Location: 0.15 MI S OF SR 20 (Lat: 41.799969, Lng: -81.048531), Route carried "on" structure: State highway 528, Year Built: 2000, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 7,601 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,550 (year 2035), Design Load: HS 20+Mod, Features Intersected: ARCOLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Superior 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: November 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: 4339304, Location: 0.2 MI S OF ROSS ROAD (Lat: 41.724050, Lng: -81.016350), Route carried "on" structure: County highway 21, Year Built: 1900, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CHAPIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 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 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4339304, Location: 0.2 MI S OF ROSS ROAD (Lat: 41.724050, Lng: -81.016350), Route carried "on" structure: County highway 21, Year Built: 1900, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CHAPIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 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 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: 4339703, Location: 0.35 MI NE OF GRISWOLD (Lat: 41.739461, Lng: -81.026619), Route carried "on" structure: County highway 12, Year Built: 2007, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 341 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 473 (year 2035), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: DOTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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: Satisfactory, 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: 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, Deck Protection: Other
Structure Number: 4339703, Location: 0.35 MI NE OF GRISWOLD (Lat: 41.739461, Lng: -81.026619), Route carried "on" structure: County highway 12, Year Built: 2007, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 341 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 473 (year 2035), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: DOTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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: Satisfactory, 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: 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, Deck Protection: Other
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Structure Number: 4339762, Location: 0.03 MI. E/ EAGLE (Lat: 41.776831, Lng: -81.051089), Route carried "on" structure: City street 2001, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 240 (year 1995), Average Future Daily Traffic: 333 (year 2015), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: EDWARDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 4339762, Location: 0.03 MI. E/ EAGLE (Lat: 41.776831, Lng: -81.051089), Route carried "on" structure: City street 2001, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 240 (year 1995), Average Future Daily Traffic: 333 (year 2015), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: EDWARDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 4340337, Location: .1 MI. E. OF BURNS ROAD (Lat: 41.788611, Lng: -81.064139), Route carried "on" structure: County highway C0022, Year Built: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,108 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,702 (year 2035), Design Load: HS 20+Mod, Features Intersected: RAND CREEK, Facility Carried by Structure: MIDDLE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4340337, Location: .1 MI. E. OF BURNS ROAD (Lat: 41.788611, Lng: -81.064139), Route carried "on" structure: County highway C0022, Year Built: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,108 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,702 (year 2035), Design Load: HS 20+Mod, Features Intersected: RAND CREEK, Facility Carried by Structure: MIDDLE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4340396, Location: 0.2 MI E OF ARCOLA ROAD (Lat: 41.788950, Lng: -81.021789), Route carried "on" structure: County highway 22, Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,647 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,286 (year 2035), Design Load: HS 20+Mod, Features Intersected: ARCOLA CREEK, Facility Carried by Structure: MIDDLE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 4340396, Location: 0.2 MI E OF ARCOLA ROAD (Lat: 41.788950, Lng: -81.021789), Route carried "on" structure: County highway 22, Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,647 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,286 (year 2035), Design Load: HS 20+Mod, Features Intersected: ARCOLA CREEK, Facility Carried by Structure: MIDDLE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 4340612, Location: 1.23 MI. E. OF LEDGE ROAD (Lat: 41.714731, Lng: -81.014881), Route carried "on" structure: County highway 48, Year Built: 1900, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB OF MILL CREEK, Facility Carried by Structure: STOCKING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4340612, Location: 1.23 MI. E. OF LEDGE ROAD (Lat: 41.714731, Lng: -81.014881), Route carried "on" structure: County highway 48, Year Built: 1900, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB OF MILL CREEK, Facility Carried by Structure: STOCKING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4305019, Location: 1.5 MI E GRAND RIVER (Lat: 41.759061, Lng: -81.047211), Route carried "under" structure: Interstate 90, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 32,928 (year 2015), Truck Traffic: 26%, Features Intersected: SR-528 (LAK-528-0383), Facility Carried by Structure: SR 528
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 43.243, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 4305019, Location: 1.5 MI E GRAND RIVER (Lat: 41.759061, Lng: -81.047211), Route carried "under" structure: Interstate 90, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 32,928 (year 2015), Truck Traffic: 26%, Features Intersected: SR-528 (LAK-528-0383), Facility Carried by Structure: SR 528
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 43.243, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 4305027, Location: 1.5 MI E GRAND RIVER (Lat: 41.747400, Lng: -81.076839), Route carried "under" structure: Interstate 90, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 37,766 (year 2015), Truck Traffic: 23%, Features Intersected: CR 100 (RIVER RD), Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 40.475, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 4305027, Location: 1.5 MI E GRAND RIVER (Lat: 41.747400, Lng: -81.076839), Route carried "under" structure: Interstate 90, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 37,766 (year 2015), Truck Traffic: 23%, Features Intersected: CR 100 (RIVER RD), Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 40.475, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 4305043, Location: 4 MI E GRAND RIVER (Lat: 41.762239, Lng: -81.030700), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 33,908 (year 2015), Truck Traffic: 28%, Features Intersected: CR-25 (BATES RD), Facility Carried by Structure: BATES RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 44.675, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 4305043, Location: 4 MI E GRAND RIVER (Lat: 41.762239, Lng: -81.030700), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 33,908 (year 2015), Truck Traffic: 28%, Features Intersected: CR-25 (BATES RD), Facility Carried by Structure: BATES RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 44.675, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 4305078, Location: 6.5 MI E GRAND RIVER (Lat: 41.763739, Lng: -81.002800), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 33,908 (year 2015), Truck Traffic: 28%, Features Intersected: CR-141 (COUNTY LINE RD), Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 46.993, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 4305078, Location: 6.5 MI E GRAND RIVER (Lat: 41.763739, Lng: -81.002800), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 33,908 (year 2015), Truck Traffic: 28%, Features Intersected: CR-141 (COUNTY LINE RD), Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 46.993, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)