Bridge Statistics for Scio, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 115ft / 35.1mTotal length
- 13,756Total average daily traffic
- 1,480Total average daily truck traffic
- 19,091Total future (year 1999) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Scio
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11930-1939
- 21950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 30.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 23.1%Very good
- 30.8%Good
- 46.2%Satisfactory
- Bridge Condition - Culverts
- 33.3%Poor
- 66.7%Serious
Find on map >> Show street view
Structure Number: 1001116, Location: 3.24 MI. W. OF JCT. SR09 (Lat: 40.447731, Lng: -81.046989), Route carried "on" structure: State highway 164, Year Built: 1962, Year Reconstructed: 2009, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 537 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 745 (year 2038), Design Load: HS 20+Mod, Features Intersected: DINING FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.850, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1001116, Location: 3.24 MI. W. OF JCT. SR09 (Lat: 40.447731, Lng: -81.046989), Route carried "on" structure: State highway 164, Year Built: 1962, Year Reconstructed: 2009, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 537 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 745 (year 2038), Design Load: HS 20+Mod, Features Intersected: DINING FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.850, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 340215, Location: 0.02 MI EAST OF JCT SR332 (Lat: 40.408050, Lng: -81.102781), Route carried "on" structure: State highway 151, Year Built: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,314 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,600 (year 2035), Design Load: HS 20+Mod, Features Intersected: DINING FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.172, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 340215, Location: 0.02 MI EAST OF JCT SR332 (Lat: 40.408050, Lng: -81.102781), Route carried "on" structure: State highway 151, Year Built: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,314 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,600 (year 2035), Design Load: HS 20+Mod, Features Intersected: DINING FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.172, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 3402193, Location: 0.13 MI E OF JCT SR 646 (Lat: 40.393600, Lng: -81.080811), Route carried "on" structure: State highway 151, Year Built: 1933, Year Reconstructed: 1987, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,675 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 5,101 (year 2035), Design Load: HS 20+Mod, Features Intersected: IRISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3402193, Location: 0.13 MI E OF JCT SR 646 (Lat: 40.393600, Lng: -81.080811), Route carried "on" structure: State highway 151, Year Built: 1933, Year Reconstructed: 1987, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,675 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 5,101 (year 2035), Design Load: HS 20+Mod, Features Intersected: IRISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3402223, Location: 1.68 MI W OF JCT SR 9 (Lat: 40.379200, Lng: -81.048289), Route carried "on" structure: State highway 151, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 14.55m (47.74ft), Average Daily Traffic: 3,675 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 5,101 (year 2035), Design Load: HS 20+Mod, Features Intersected: C&OR RR,BIKE,CONOTTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.223, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3402223, Location: 1.68 MI W OF JCT SR 9 (Lat: 40.379200, Lng: -81.048289), Route carried "on" structure: State highway 151, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 14.55m (47.74ft), Average Daily Traffic: 3,675 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 5,101 (year 2035), Design Load: HS 20+Mod, Features Intersected: C&OR RR,BIKE,CONOTTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.223, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3402975, Location: 6.59 MI E OF US 22 (Lat: 40.393961, Lng: -81.084381), Route carried "on" structure: State highway 646, Year Built: 1955, Year Reconstructed: 1998, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,668 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 2,315 (year 2035), Design Load: HS 20+Mod, Features Intersected: CONOTTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 3402975, Location: 6.59 MI E OF US 22 (Lat: 40.393961, Lng: -81.084381), Route carried "on" structure: State highway 646, Year Built: 1955, Year Reconstructed: 1998, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,668 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 2,315 (year 2035), Design Load: HS 20+Mod, Features Intersected: CONOTTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 3430053, Location: 0.75 miles North of TR134 (Lat: 40.421711, Lng: -81.038650), Route carried "on" structure: County highway 32, Year Built: 1900, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 93 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 126 (year 2037), Features Intersected: CREEK, Facility Carried by Structure: Irish Creek Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.4 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3430053, Location: 0.75 miles North of TR134 (Lat: 40.421711, Lng: -81.038650), Route carried "on" structure: County highway 32, Year Built: 1900, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 93 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 126 (year 2037), Features Intersected: CREEK, Facility Carried by Structure: Irish Creek Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.4 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 3430235, Location: AT INT OF CR 22 & CR 45 (Lat: 40.336700, Lng: -81.086781), Route carried "on" structure: County highway C0022, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2035), Design Load: HS 20, Features Intersected: CLEAR FORK, Facility Carried by Structure: COUNTY RD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 35.6 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: 25.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Structure Number: 3430235, Location: AT INT OF CR 22 & CR 45 (Lat: 40.336700, Lng: -81.086781), Route carried "on" structure: County highway C0022, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2035), Design Load: HS 20, Features Intersected: CLEAR FORK, Facility Carried by Structure: COUNTY RD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 35.6 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: 25.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 3430804, Location: .1 mi. s sr 151 (Lat: 40.402769, Lng: -81.100000), Route carried "on" structure: County highway C0080, Year Built: 2014, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HL 93, Features Intersected: CONOTTON CREEK, Facility Carried by Structure: COUNTY ROAD 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.39m (7.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3430804, Location: .1 mi. s sr 151 (Lat: 40.402769, Lng: -81.100000), Route carried "on" structure: County highway C0080, Year Built: 2014, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HL 93, Features Intersected: CONOTTON CREEK, Facility Carried by Structure: COUNTY ROAD 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.39m (7.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 3431347, Location: 0.2 MI S OF JCT CR 22 (Lat: 40.335100, Lng: -81.094519), Route carried "on" structure: County highway T0236, Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2035), Design Load: HS 20, Features Intersected: CLEAR FORK, Facility Carried by Structure: TWP ROAD 236
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Serious, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Structure Number: 3431347, Location: 0.2 MI S OF JCT CR 22 (Lat: 40.335100, Lng: -81.094519), Route carried "on" structure: County highway T0236, Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2035), Design Load: HS 20, Features Intersected: CLEAR FORK, Facility Carried by Structure: TWP ROAD 236
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Serious, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 3431622, Location: 0.2MI S OF JCT SR 151 (Lat: 40.386489, Lng: -81.069881), Route carried "on" structure: County highway T0237, Year Built: 1900, Year Reconstructed: 1993, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 42 (year 2035), Design Load: HS 20, Features Intersected: CONOTTON CREEK, Facility Carried by Structure: TOWNSHIP RD 237
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3431622, Location: 0.2MI S OF JCT SR 151 (Lat: 40.386489, Lng: -81.069881), Route carried "on" structure: County highway T0237, Year Built: 1900, Year Reconstructed: 1993, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 42 (year 2035), Design Load: HS 20, Features Intersected: CONOTTON CREEK, Facility Carried by Structure: TOWNSHIP RD 237
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 343308, Location: IN VILLAGE OF SCIO (Lat: 40.396319, Lng: -81.089519), Route carried "on" structure: Alternate City street 161, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 300 (year 1979), Average Future Daily Traffic: 416 (year 1999), Design Load: HS 20, Features Intersected: CONOTTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.904, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 343308, Location: IN VILLAGE OF SCIO (Lat: 40.396319, Lng: -81.089519), Route carried "on" structure: Alternate City street 161, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 300 (year 1979), Average Future Daily Traffic: 416 (year 1999), Design Load: HS 20, Features Intersected: CONOTTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.904, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 3433196, Location: 0.1 MI S OF CR 22 (Lat: 40.337189, Lng: -81.099281), Route carried "on" structure: County highway T0235, Year Built: 1950, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 25 (year 2015), Truck Traffic: 40%, Average Future Daily Traffic: 35 (year 2035), Features Intersected: CLEAR FORK, Facility Carried by Structure: TOWNSHIP RD 235
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.836, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 16.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3433196, Location: 0.1 MI S OF CR 22 (Lat: 40.337189, Lng: -81.099281), Route carried "on" structure: County highway T0235, Year Built: 1950, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 25 (year 2015), Truck Traffic: 40%, Average Future Daily Traffic: 35 (year 2035), Features Intersected: CLEAR FORK, Facility Carried by Structure: TOWNSHIP RD 235
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.836, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 16.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 3433471, Location: 0.2MI S OF CR 32 (Lat: 40.408331, Lng: -81.043331), Route carried "on" structure: County highway T0136, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 42 (year 2035), Design Load: H 20, Features Intersected: IRISH CREEK, Facility Carried by Structure: TOWNSHIP RD 136
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
Structure Number: 3433471, Location: 0.2MI S OF CR 32 (Lat: 40.408331, Lng: -81.043331), Route carried "on" structure: County highway T0136, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 42 (year 2035), Design Load: H 20, Features Intersected: IRISH CREEK, Facility Carried by Structure: TOWNSHIP RD 136
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021