Bridge Statistics for Wauseon, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 121ft / 36.6mTotal length
- 141,735Total average daily traffic
- 31,831Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wauseon
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 111950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 25.0%Excellent
- 16.7%Good
- 50.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 41.7%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 16.7%Very good
- 58.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 50.0%Good
- 37.5%Satisfactory
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Structure Number: 2629453, Location: 0.4MI WEST OF EXIT 34 (Lat: 41.593400, Lng: -84.149139), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 2020, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 11,235 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 15,594 (year 2035), Design Load: HS 20, Features Intersected: SR 108, Facility Carried by Structure: IR 80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.843, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.5m (60.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2629453, Location: 0.4MI WEST OF EXIT 34 (Lat: 41.593400, Lng: -84.149139), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 2020, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 11,235 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 15,594 (year 2035), Design Load: HS 20, Features Intersected: SR 108, Facility Carried by Structure: IR 80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.843, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.5m (60.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 2629496, Location: AT EXIT 34 (Lat: 41.593439, Lng: -84.142611), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Year Reconstructed: 1986, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 528 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 31,771 (year 2039), Design Load: H 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: OH TPK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.390, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2629496, Location: AT EXIT 34 (Lat: 41.593439, Lng: -84.142611), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Year Reconstructed: 1986, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 528 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 31,771 (year 2039), Design Load: H 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: OH TPK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.390, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, 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: 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: May 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: 2629526, Location: 0.3MI EAST OF EXIT 34 (Lat: 41.592869, Lng: -84.134350), Route carried "on" structure: County highway C0042, Year Built: 1954, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 1,474 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 33,207 (year 2035), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: WAUSEON OTTOKEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Fair, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2629526, Location: 0.3MI EAST OF EXIT 34 (Lat: 41.592869, Lng: -84.134350), Route carried "on" structure: County highway C0042, Year Built: 1954, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 1,474 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 33,207 (year 2035), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: WAUSEON OTTOKEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Fair, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2629542, Location: 1.4MI EAST OF EXIT 34 (Lat: 41.590931, Lng: -84.114981), Route carried "on" structure: County highway C0013, Year Built: 1954, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 521 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 33,207 (year 2035), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: W BARRE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2629542, Location: 1.4MI EAST OF EXIT 34 (Lat: 41.590931, Lng: -84.114981), Route carried "on" structure: County highway C0013, Year Built: 1954, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 521 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 33,207 (year 2035), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: W BARRE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2629569, Location: 2.2MI EAST OF EXIT 34 (Lat: 41.590650, Lng: -84.100539), Route carried "on" structure: County highway C0121, Year Built: 1954, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 33,207 (year 2035), Design Load: H 10, Features Intersected: IR80 OHIO TPK, Facility Carried by Structure: BIDDLE SCOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2629569, Location: 2.2MI EAST OF EXIT 34 (Lat: 41.590650, Lng: -84.100539), Route carried "on" structure: County highway C0121, Year Built: 1954, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 33,207 (year 2035), Design Load: H 10, Features Intersected: IR80 OHIO TPK, Facility Carried by Structure: BIDDLE SCOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2630087, Location: 0.7 MI. WEST OF ROAD 13 (Lat: 41.486139, Lng: -84.129361), Route carried "on" structure: County highway C000A, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 227 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 315 (year 2035), Design Load: HS 15, Features Intersected: STREAM CH-5, Facility Carried by Structure: Bridge A13.7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2630087, Location: 0.7 MI. WEST OF ROAD 13 (Lat: 41.486139, Lng: -84.129361), Route carried "on" structure: County highway C000A, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 227 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 315 (year 2035), Design Load: HS 15, Features Intersected: STREAM CH-5, Facility Carried by Structure: Bridge A13.7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 2630443, Location: 0.1 MI. W.OF CO. RD. 11 (Lat: 41.515261, Lng: -84.079519), Route carried "on" structure: County highway T000C, Year Built: 2011, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 1,132 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,571 (year 2035), Design Load: HL 93, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge C11.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2630443, Location: 0.1 MI. W.OF CO. RD. 11 (Lat: 41.515261, Lng: -84.079519), Route carried "on" structure: County highway T000C, Year Built: 2011, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 1,132 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,571 (year 2035), Design Load: HL 93, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge C11.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2630532, Location: 0.4 MI. W. OF CR 11 (Lat: 41.529861, Lng: -84.083261), Route carried "on" structure: County highway C000D, Year Built: 1967, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 1,659 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,303 (year 2035), Design Load: HS 15, Features Intersected: STREAM TURKEYFOOT CREEK, Facility Carried by Structure: Bridge D11.4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2630532, Location: 0.4 MI. W. OF CR 11 (Lat: 41.529861, Lng: -84.083261), Route carried "on" structure: County highway C000D, Year Built: 1967, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 1,659 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,303 (year 2035), Design Load: HS 15, Features Intersected: STREAM TURKEYFOOT CREEK, Facility Carried by Structure: Bridge D11.4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2630672, Location: 0.5 MI. W. OF TR 12 (Lat: 41.544311, Lng: -84.105569), Route carried "on" structure: County highway T000E, Year Built: 1933, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,298 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,802 (year 2035), Design Load: HS 20, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge E12.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 29.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2630672, Location: 0.5 MI. W. OF TR 12 (Lat: 41.544311, Lng: -84.105569), Route carried "on" structure: County highway T000E, Year Built: 1933, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,298 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,802 (year 2035), Design Load: HS 20, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge E12.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 29.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2633426, Location: 0.6 MI. N. OF TR B (Lat: 41.509150, Lng: -84.076631), Route carried "on" structure: County highway C0011, Year Built: 1970, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 111 (year 2035), Design Load: HS 20, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge 11B.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2633426, Location: 0.6 MI. N. OF TR B (Lat: 41.509150, Lng: -84.076631), Route carried "on" structure: County highway C0011, Year Built: 1970, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 111 (year 2035), Design Load: HS 20, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge 11B.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2633523, Location: 0.6 MI. N. OF CR D (Lat: 41.538800, Lng: -84.095619), Route carried "on" structure: County highway T0012, Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 92 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 128 (year 2035), Design Load: HS 20+Mod, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge 12D.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2633523, Location: 0.6 MI. N. OF CR D (Lat: 41.538800, Lng: -84.095619), Route carried "on" structure: County highway T0012, Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 92 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 128 (year 2035), Design Load: HS 20+Mod, Features Intersected: TURKEYFOOT CREEK, Facility Carried by Structure: Bridge 12D.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 263362, Location: 0.2 MI. N. OF CR H (Lat: 41.591569, Lng: -84.100539), Route carried "on" structure: County highway T12-1, Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 33%, Average Future Daily Traffic: 111 (year 2035), Design Load: HS 20, Features Intersected: BR3 SOUTH BAD, Facility Carried by Structure: Bridge 12-1H.2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 263362, Location: 0.2 MI. N. OF CR H (Lat: 41.591569, Lng: -84.100539), Route carried "on" structure: County highway T12-1, Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 33%, Average Future Daily Traffic: 111 (year 2035), Design Load: HS 20, Features Intersected: BR3 SOUTH BAD, Facility Carried by Structure: Bridge 12-1H.2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 3502651, Location: 4.81 mi. North of USR 24 (Lat: 41.482069, Lng: -84.134189), Route carried "on" structure: State highway 108, Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,506 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 7,642 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF KONZEN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: 3502651, Location: 4.81 mi. North of USR 24 (Lat: 41.482069, Lng: -84.134189), Route carried "on" structure: State highway 108, Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,506 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 7,642 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF KONZEN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: 2629453, Location: 0.4MI WEST OF EXIT 34 (Lat: 41.593400, Lng: -84.149139), Route carried "under" structure: State highway 108, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 22,890 (year 2015), Truck Traffic: 9%, Features Intersected: IR 80 OHIO TPK
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 12.617, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.6m (44.6ft)
Structure Number: 2629453, Location: 0.4MI WEST OF EXIT 34 (Lat: 41.593400, Lng: -84.149139), Route carried "under" structure: State highway 108, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 22,890 (year 2015), Truck Traffic: 9%, Features Intersected: IR 80 OHIO TPK
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 12.617, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.6m (44.6ft)
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Structure Number: 2629496, Location: AT EXIT 34 (Lat: 41.593439, Lng: -84.142611), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 22,890 (year 2015), Truck Traffic: 27%, Features Intersected: OH TPK RAMP, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 20.390, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 2629496, Location: AT EXIT 34 (Lat: 41.593439, Lng: -84.142611), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 22,890 (year 2015), Truck Traffic: 27%, Features Intersected: OH TPK RAMP, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 20.390, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 2629526, Location: 0.3MI EAST OF EXIT 34 (Lat: 41.592869, Lng: -84.134350), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 23,924 (year 2015), Truck Traffic: 27%, Features Intersected: WAUSEON OTTOKEE RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 22.531, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 2629526, Location: 0.3MI EAST OF EXIT 34 (Lat: 41.592869, Lng: -84.134350), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 23,924 (year 2015), Truck Traffic: 27%, Features Intersected: WAUSEON OTTOKEE RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 22.531, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 2629542, Location: 1.4MI EAST OF EXIT 34 (Lat: 41.590931, Lng: -84.114981), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 23,924 (year 2015), Truck Traffic: 27%, Features Intersected: W BARRE ADVANCE RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 22.708, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 2629542, Location: 1.4MI EAST OF EXIT 34 (Lat: 41.590931, Lng: -84.114981), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 23,924 (year 2015), Truck Traffic: 27%, Features Intersected: W BARRE ADVANCE RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 22.708, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 2629569, Location: 2.2MI EAST OF EXIT 34 (Lat: 41.590650, Lng: -84.100539), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 23,924 (year 2015), Truck Traffic: 27%, Features Intersected: BIDDLE SCOTT RD, Facility Carried by Structure: IR 80 OH TPK
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 23.915, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 2629569, Location: 2.2MI EAST OF EXIT 34 (Lat: 41.590650, Lng: -84.100539), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 23,924 (year 2015), Truck Traffic: 27%, Features Intersected: BIDDLE SCOTT RD, Facility Carried by Structure: IR 80 OH TPK
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 23.915, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)