Bridge Statistics for Avon, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 230ft / 69.9mTotal length
- $50,222,000Total costs
- 606,514Total average daily traffic
- 140,412Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Avon
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 11920-1929
- 21960-1969
- 121970-1979
- 11980-1989
- 21990-1999
- 52000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 91990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Excellent
- 16.7%Very good
- 55.6%Good
- 11.1%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 10.5%Excellent
- 36.8%Very good
- 31.6%Good
- 10.5%Satisfactory
- 10.5%Fair
- Bridge Condition - Substructure
- 10.5%Excellent
- 26.3%Very good
- 47.4%Good
- 10.5%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 21.1%Very good
- 21.1%Good
- 52.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 4704223, Location: 3.93 MILES NORTH OF US 20 (Lat: 41.447181, Lng: -82.019489), Route carried "on" structure: State highway 83, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,486 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 20,107 (year 2035), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4704223, Location: 3.93 MILES NORTH OF US 20 (Lat: 41.447181, Lng: -82.019489), Route carried "on" structure: State highway 83, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,486 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 20,107 (year 2035), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4704266, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464181, Lng: -82.021989), Route carried "on" structure: State highway 83, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 14,485 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 20,105 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090 -2054
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.548, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4704266, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464181, Lng: -82.021989), Route carried "on" structure: State highway 83, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 14,485 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 20,105 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090 -2054
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.548, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 470429, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464169, Lng: -82.021750), Route carried "on" structure: State highway 83, Year Built: 1970, Year Reconstructed: 1997, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 14,485 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 20,105 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090 -2055
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.548, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470429, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464169, Lng: -82.021750), Route carried "on" structure: State highway 83, Year Built: 1970, Year Reconstructed: 1997, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 14,485 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 20,105 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090 -2055
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.548, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4704959, Location: 1.61 MILES EAST OF SR 301 (Lat: 41.461250, Lng: -82.057619), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 27,472 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 38,131 (year 2035), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.950, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4704959, Location: 1.61 MILES EAST OF SR 301 (Lat: 41.461250, Lng: -82.057619), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 27,472 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 38,131 (year 2035), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.950, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 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: 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: 4704983, Location: 1.61 MILES EAST OF SR 301 (Lat: 41.461019, Lng: -82.057319), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 27,472 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 38,131 (year 2035), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.950, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.9 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: 29.2 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4704983, Location: 1.61 MILES EAST OF SR 301 (Lat: 41.461019, Lng: -82.057319), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 27,472 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 38,131 (year 2035), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.950, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.9 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: 29.2 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4705025, Location: 1.09 MILES EAST OF SR 611 (Lat: 41.464511, Lng: -82.034031), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 66,105 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 91,754 (year 2035), Design Load: H 15, Features Intersected: POWDERMAKER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.042, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 4705025, Location: 1.09 MILES EAST OF SR 611 (Lat: 41.464511, Lng: -82.034031), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 66,105 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 91,754 (year 2035), Design Load: H 15, Features Intersected: POWDERMAKER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.042, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 4705106, Location: 1.15 MILES EAST OF SR 83 (Lat: 41.464319, Lng: -81.999811), Route carried "on" structure: City street M0056, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 95,737 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090 -2169, Facility Carried by Structure: T-56 JAYCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.143, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 38.9 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: 29.2 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4705106, Location: 1.15 MILES EAST OF SR 83 (Lat: 41.464319, Lng: -81.999811), Route carried "on" structure: City street M0056, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 95,737 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090 -2169, Facility Carried by Structure: T-56 JAYCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.143, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 38.9 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: 29.2 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4705262, Location: 1.72 MILES EAST OF SR 83 (Lat: 41.464669, Lng: -81.988900), Route carried "on" structure: City street T0055, Year Built: 2012, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 9,269 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 95,737 (year 2035), Design Load: HL 93, Features Intersected: LOR-090-2226, Facility Carried by Structure: LEAR NAGLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4705262, Location: 1.72 MILES EAST OF SR 83 (Lat: 41.464669, Lng: -81.988900), Route carried "on" structure: City street T0055, Year Built: 2012, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 9,269 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 95,737 (year 2035), Design Load: HL 93, Features Intersected: LOR-090-2226, Facility Carried by Structure: LEAR NAGLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4705289, Location: 2.24 MILES EAST OF SR 83 (Lat: 41.467800, Lng: -81.979700), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 34,488 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 47,869 (year 2035), Design Load: HS 20, Features Intersected: PORTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.661, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: 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: 4705289, Location: 2.24 MILES EAST OF SR 83 (Lat: 41.467800, Lng: -81.979700), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 34,488 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 47,869 (year 2035), Design Load: HS 20, Features Intersected: PORTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.661, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: 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: 4705319, Location: 2.24 MILES EAST OF SR 83 (Lat: 41.467581, Lng: -81.979569), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 34,488 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 47,869 (year 2035), Design Load: HS 20+Mod, Features Intersected: PORTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.661, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: 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: 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: 4705319, Location: 2.24 MILES EAST OF SR 83 (Lat: 41.467581, Lng: -81.979569), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 34,488 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 47,869 (year 2035), Design Load: HS 20+Mod, Features Intersected: PORTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.661, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: 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: 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: 4706307, Location: 2.69 MILES EAST OF SR 301 (Lat: 41.450369, Lng: -82.036800), Route carried "on" structure: State highway 254, Year Built: 1890, Year Reconstructed: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,482 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 17,325 (year 2035), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Fair, Substructure: Fair, 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: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4706307, Location: 2.69 MILES EAST OF SR 301 (Lat: 41.450369, Lng: -82.036800), Route carried "on" structure: State highway 254, Year Built: 1890, Year Reconstructed: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,482 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 17,325 (year 2035), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Fair, Substructure: Fair, 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: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4707478, Location: 1.21 MILES EAST OF SR 301 (Lat: 41.463639, Lng: -82.054969), Route carried "on" structure: State highway 611, Year Built: 1970, Year Reconstructed: 2014, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 18,210 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 25,275 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090-1882
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.736, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, 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: 17.95m (58.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $222,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4707478, Location: 1.21 MILES EAST OF SR 301 (Lat: 41.463639, Lng: -82.054969), Route carried "on" structure: State highway 611, Year Built: 1970, Year Reconstructed: 2014, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 18,210 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 25,275 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER LOR-090-1882
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.736, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, 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: 17.95m (58.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $222,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4740459, Location: .09MI.NORTH OF (Lat: 41.444089, Lng: -82.030189), Route carried "on" structure: City street M0028, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,891 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 13,729 (year 2035), Features Intersected: FRENCH CREEK STONEY RDG, Facility Carried by Structure: STONEY RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.824, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4740459, Location: .09MI.NORTH OF (Lat: 41.444089, Lng: -82.030189), Route carried "on" structure: City street M0028, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,891 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 13,729 (year 2035), Features Intersected: FRENCH CREEK STONEY RDG, Facility Carried by Structure: STONEY RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.824, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4760021, Location: 1.9 MI S. OF IR 90 (Lat: 41.437400, Lng: -81.989431), Route carried "on" structure: County highway C0610, Year Built: 1990, Year Reconstructed: 2004, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 7,653 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,622 (year 2039), Design Load: HS 20, Features Intersected: Schwartz Creek, Facility Carried by Structure: Nagel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.170, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $50,000,000, Total Project Cost: $50,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4760021, Location: 1.9 MI S. OF IR 90 (Lat: 41.437400, Lng: -81.989431), Route carried "on" structure: County highway C0610, Year Built: 1990, Year Reconstructed: 2004, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 7,653 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,622 (year 2039), Design Load: HS 20, Features Intersected: Schwartz Creek, Facility Carried by Structure: Nagel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.170, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $50,000,000, Total Project Cost: $50,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4760023, Location: 0.35 MI SOUTH OF SCHWARTZ (Lat: 41.437031, Lng: -81.982689), Route carried "on" structure: City street NAPAB, Year Built: 2003, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2039), Design Load: HS 20, Features Intersected: Schwartz Creek, Facility Carried by Structure: Napa Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 4760023, Location: 0.35 MI SOUTH OF SCHWARTZ (Lat: 41.437031, Lng: -81.982689), Route carried "on" structure: City street NAPAB, Year Built: 2003, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2039), Design Load: HS 20, Features Intersected: Schwartz Creek, Facility Carried by Structure: Napa Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 476537, Location: 300FT SW OF SR254/611 JCT (Lat: 41.451161, Lng: -82.036061), Route carried "on" structure: City street ISLE, Year Built: 2011, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2031), Design Load: HL 93, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 476537, Location: 300FT SW OF SR254/611 JCT (Lat: 41.451161, Lng: -82.036061), Route carried "on" structure: City street ISLE, Year Built: 2011, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2031), Design Load: HL 93, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 47654, Location: 0.75 MI N OF MILLS RD (Lat: 41.428939, Lng: -82.003481), Route carried "on" structure: City street 135, Year Built: 1926, Year Reconstructed: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,802 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,886 (year 2000), Design Load: HS 20, Features Intersected: MILLS CREEK-JAYCOX ROAD, Facility Carried by Structure: JAYCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: City or Municipal 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: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47654, Location: 0.75 MI N OF MILLS RD (Lat: 41.428939, Lng: -82.003481), Route carried "on" structure: City street 135, Year Built: 1926, Year Reconstructed: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,802 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,886 (year 2000), Design Load: HS 20, Features Intersected: MILLS CREEK-JAYCOX ROAD, Facility Carried by Structure: JAYCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: City or Municipal 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: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4765419, Location: 200 FT N OF DORAL DR (Lat: 41.424861, Lng: -81.997689), Route carried "on" structure: City street STFRA, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2019), Design Load: HS 20, Features Intersected: MILLS CREEK, Facility Carried by Structure: ST FRANCIS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021
Structure Number: 4765419, Location: 200 FT N OF DORAL DR (Lat: 41.424861, Lng: -81.997689), Route carried "on" structure: City street STFRA, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2019), Design Load: HS 20, Features Intersected: MILLS CREEK, Facility Carried by Structure: ST FRANCIS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021
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Structure Number: 4765427, Location: 0.2 MI FROM SR 611 JCT (Lat: 41.462139, Lng: -82.058869), Route carried "on" structure: City street RECRE, Year Built: 2011, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2028), Design Load: HL 93, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.183, Lanes on structure: 2, Owner: City or Municipal 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: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4765427, Location: 0.2 MI FROM SR 611 JCT (Lat: 41.462139, Lng: -82.058869), Route carried "on" structure: City street RECRE, Year Built: 2011, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2028), Design Load: HL 93, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.183, Lanes on structure: 2, Owner: City or Municipal 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: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4765524, Location: 0.16MI N OF SILVER OAK DR (Lat: 41.424800, Lng: -81.994400), Route carried "on" structure: City street ROYAL, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2019), Design Load: HS 20, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: 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: 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: 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 2021
Structure Number: 4765524, Location: 0.16MI N OF SILVER OAK DR (Lat: 41.424800, Lng: -81.994400), Route carried "on" structure: City street ROYAL, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2019), Design Load: HS 20, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: 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: 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: 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 2021
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Structure Number: 4765621, Location: 180 FT W OF SR 611 JCT (Lat: 41.457019, Lng: -82.040911), Route carried "on" structure: City street BRIDG, Year Built: 1999, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2019), Design Load: HS 20+Mod, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: City or Municipal 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: 58.3 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4765621, Location: 180 FT W OF SR 611 JCT (Lat: 41.457019, Lng: -82.040911), Route carried "on" structure: City street BRIDG, Year Built: 1999, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2019), Design Load: HS 20+Mod, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: City or Municipal 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: 58.3 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: 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: 4765672, Location: 0.18 MI N OF MILLS RD (Lat: 41.421481, Lng: -81.989600), Route carried "on" structure: City street M0055, Year Built: 1900, Year Reconstructed: 1996, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,653 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 9,581 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILLS CREEK, Facility Carried by Structure: NAGEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 94.0 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: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4765672, Location: 0.18 MI N OF MILLS RD (Lat: 41.421481, Lng: -81.989600), Route carried "on" structure: City street M0055, Year Built: 1900, Year Reconstructed: 1996, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,653 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 9,581 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILLS CREEK, Facility Carried by Structure: NAGEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 94.0 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: Meets minimum limits, Designated Inspection Frequency: Every 12 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: 4765796, Location: 0.1 MI E OF LEAR NAGLE RD (Lat: 41.418850, Lng: -81.987661), Route carried "on" structure: City street MILLS, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,802 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,327 (year 2035), Design Load: HS 20, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.542, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4765796, Location: 0.1 MI E OF LEAR NAGLE RD (Lat: 41.418850, Lng: -81.987661), Route carried "on" structure: City street MILLS, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,802 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,327 (year 2035), Design Load: HS 20, Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.542, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4765907, Location: 0.1 MI S OF SR 611 (Lat: 41.466211, Lng: -82.064089), Route carried "on" structure: City street RECRE, Year Built: 2008, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2028), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4765907, Location: 0.1 MI S OF SR 611 (Lat: 41.466211, Lng: -82.064089), Route carried "on" structure: City street RECRE, Year Built: 2008, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2028), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4704266, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464181, Lng: -82.021989), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 52,418 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LOR-083 -1831L, Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 33.056, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 4704266, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464181, Lng: -82.021989), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 52,418 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LOR-083 -1831L, Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 33.056, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 470429, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464169, Lng: -82.021750), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 52,418 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LOR-083 -1831R, Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.072, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 470429, Location: .32 MILES NORTH OF SR 254 (Lat: 41.464169, Lng: -82.021750), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 52,418 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LOR-083 -1831R, Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.072, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 4705106, Location: 1.15 MILES EAST OF SR 83 (Lat: 41.464319, Lng: -81.999811), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 68,975 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER JAYCOX ROAD TH-56, Facility Carried by Structure: T-56 JAYCOX ROAD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 34.907, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 4705106, Location: 1.15 MILES EAST OF SR 83 (Lat: 41.464319, Lng: -81.999811), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 68,975 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER JAYCOX ROAD TH-56, Facility Carried by Structure: T-56 JAYCOX ROAD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 34.907, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 4705262, Location: 1.72 MILES EAST OF SR 83 (Lat: 41.464669, Lng: -81.988900), Route carried "under" structure: Interstate 90, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 68,975 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LEAR NAGLE RD., Facility Carried by Structure: LEAR NAGLE RD.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 35.824, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft)
Structure Number: 4705262, Location: 1.72 MILES EAST OF SR 83 (Lat: 41.464669, Lng: -81.988900), Route carried "under" structure: Interstate 90, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 68,975 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LEAR NAGLE RD., Facility Carried by Structure: LEAR NAGLE RD.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 35.824, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft)
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Structure Number: 4707478, Location: 1.21 MILES EAST OF SR 301 (Lat: 41.463639, Lng: -82.054969), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 46,390 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LOR-611 -0993, Facility Carried by Structure: SR 611
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 30.288, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 4707478, Location: 1.21 MILES EAST OF SR 301 (Lat: 41.463639, Lng: -82.054969), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 46,390 (year 2015), Truck Traffic: 28%, Features Intersected: UNDER LOR-611 -0993, Facility Carried by Structure: SR 611
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 30.288, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)