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Bridge Statistics for Richville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 23ft / 7mTotal length
  • 95,705Total average daily traffic
  • 11,308Total average daily truck traffic
  • 96,850Total future (year 2039) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Richville
  • No street view available for this location

New bridges in Richville, OH - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 71970-1979
Reconstructed bridges in Richville, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Richville, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 57.1%Very good
  • 14.3%Good
  • 28.6%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Excellent
  • 28.6%Very good
  • 28.6%Good
  • 14.3%Satisfactory
  • 14.3%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 28.6%Very good
  • 14.3%Good
  • 42.9%Satisfactory
  • 14.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Satisfactory
  • 33.3%Fair
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Structure Number: 760749,  Location: 2.34 MI E OF US 60 (Lat: 40.767086,  Lng: -81.467053),  Route carried "on" structure: US 30,  Year Built: 1973,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 16,738 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 23,232 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER GENOA AVE TR-243
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.589,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 760749,  Location: 2.34 MI E OF US 60 (Lat: 40.767086,  Lng: -81.467053),  Route carried "under" structure: City street 243,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,282 (year 2015),  Truck Traffic: 3%,  Features Intersected: US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7607512,  Location: 2.34 MI E OF US 60 (Lat: 40.767444,  Lng: -81.467089),  Route carried "on" structure: US 30,  Year Built: 1973,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 16,738 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 23,232 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER GENOA AVE TR-243
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.589,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607512,  Location: 2.34 MI E OF US 60 (Lat: 40.767444,  Lng: -81.467089),  Route carried "under" structure: City street 243,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,331 (year 2015),  Truck Traffic: 3%,  Features Intersected: US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7607539,  Location: 5.30 MI E OF SR 627 (Lat: 40.776153,  Lng: -81.446972),  Route carried "on" structure: County highway 225,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 11,315 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,465 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: US-30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.288,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607539,  Location: 5.30 MI E OF SR 627 (Lat: 40.776153,  Lng: -81.446972),  Route carried "under" structure: US 30,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 33,476 (year 2015),  Truck Traffic: 15%,  Features Intersected: UNDER PERRY DR CR-225,  Facility Carried by Structure: PERRY DRIVE CR-225
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.616,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

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Structure Number: 7630867,  Location: 0.2 MI. N. OF CR252 (Lat: 40.733658,  Lng: -81.478878),  Route carried "on" structure: County highway T0251,  Year Built: 1972,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,557 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,161 (year 2039),  Design Load: HL 93,  Features Intersected: CONRAIL,  Facility Carried by Structure: PE3437 KEMARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.473,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 63.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7633106,  Location: 0.1 MI. W. OF TR256 (Lat: 40.715519,  Lng: -81.453144),  Route carried "on" structure: County highway T0297,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 441 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 612 (year 2039),  Design Load: H 15,  Features Intersected: BRANCH TUSCARAWAS RIVER,  Facility Carried by Structure: BE0207 BRINKER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.774,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.3 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633114,  Location: 0.1 MI. S. OF TR309 (Lat: 40.721578,  Lng: -81.450100),  Route carried "on" structure: County highway T0256,  Year Built: 1958,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 620 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 861 (year 2039),  Design Load: H 15,  Features Intersected: BRANCH TUSCARAWAS RIVER,  Facility Carried by Structure: BE0108 BETH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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,  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: September 2017,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633149,  Location: 0.4 MI. W. OF TR256 (Lat: 40.701972,  Lng: -81.453161),  Route carried "on" structure: County highway C0276,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 207 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 287 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRANCH TUSCARAWAS RIVER,  Facility Carried by Structure: BE1114 HAUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.592,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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