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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 43 meters (141ft)
Total average daily traffic: 45,296
Total average daily truck traffic: 2,837
National Bridge Inventory (NBI) Registered Bridges for Urbana

New bridges - Historical Statistics

  • 1900-1909: 6
  • 1910-1919: 0
  • 1920-1929: 5
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 3

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1100742,  Location: 2.02MI.E. OF JCT. SR-560 (Lat: 40.106667,  Lng: -83.800000),  Route carried "on" structure: US 36,  Year Built: 1994,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 5,220 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,926 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.030,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1100793,  Location: .41MI. W. OF JCT. USR-68 (Lat: 40.108333,  Lng: -83.760000),  Route carried "on" structure: US 36,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,470 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,145 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: DUGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.470,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  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: 1100858,  Location: .12 MI. W. OF JCT. USR68 (Lat: 41.100000,  Lng: -83.760000),  Route carried "on" structure: US 36,  Year Built: 1900,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,470 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,145 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.940,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007
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Structure Number: 1101323,  Location: 2.49MI.N. OF JCT. SR-4 (Lat: 40.041667,  Lng: -83.690000),  Route carried "on" structure: State highway 54,  Year Built: 1966,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 728 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,097 (year 2027),  Design Load: H 15,  Features Intersected: DUGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.780,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1101331,  Location: 3.44MI.N.OF JCT. SR-4 (Lat: 40.050000,  Lng: -83.698333),  Route carried "on" structure: State highway 54,  Year Built: 1988,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 728 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,097 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: DUGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1101641,  Location: 1.29 MI W OF JCT. USR68 (Lat: 40.091667,  Lng: -83.778333),  Route carried "on" structure: State highway 55,  Year Built: 1990,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 1,770 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,665 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.640,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1160044,  Location: NO DATA,  Route carried "on" structure: City street DUGAN,  Year Built: 1973,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 2,440 (year 1951),  Average Future Daily Traffic: 3,387 (year 2029),  Design Load: HS 20,  Features Intersected: DUGAN ST. OVER CONRAIL,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 116006,  Location: 1 MI S OF JCT USR 36,  Route carried "on" structure: County highway 105,  Year Built: 1900,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,388 (year 2026),  Features Intersected: CONRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1160087,  Location: 0.25 MI S OF JCT USR 36,  Route carried "on" structure: County highway 105,  Year Built: 1900,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,388 (year 2025),  Features Intersected: DUGAR RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 116023,  Location: 0.15 MI W OF US68,  Route carried "on" structure: City street WWARD,  Year Built: 1900,  Status: Posted for load,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,388 (year 2024),  Features Intersected: DUGAN RUN,  Facility Carried by Structure: WEST WARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100815,  Location: .3MI.W. OF JCT. USR-68 (Lat: 40.108333,  Lng: -83.758333),  Route carried "under" structure: US 36,  Year Built: 1926,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 8,470 (year 2005),  Truck Traffic: 8%,  Features Intersected: INDIANA&OHIO RR(MIAMI ST,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 2.365,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.9m (52.2ft)

Structure Number: 1160109,  Location: 0.25 MI E OF JCT TR 105,  Route carried "under" structure: City street MRPK0,  Year Built: 1900,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: MAD RIVER PIKE,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 3.38m (11.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.1m (43.0ft)

Structure Number: 1160125,  Location: 0.3 MI E OF JCT TR 105,  Route carried "under" structure: City street MRPK0,  Year Built: 1900,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: MAD RIVER PIKE,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 2.97m (9.74ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.0m (23.0ft)

Structure Number: 1160141,  Location: 0.3 MI W OF JCT USR 68,  Route carried "under" structure: City street CWAY0,  Year Built: 1926,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: COLLEGE WAY,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)

Structure Number: 1160176,  Location: 0.3 MI W OF US 68,  Route carried "under" structure: City street GWNST,  Year Built: 1926,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: GWYNNE STREET,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

Structure Number: 1160192,  Location: 0.3 MI W OF USR 68,  Route carried "under" structure: City street PNDST,  Year Built: 1926,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: PINDAR STREET,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.4m (21.0ft)

Structure Number: 1160214,  Location: 0.35 MI W OF USR 68,  Route carried "under" structure: City street WLTST,  Year Built: 1926,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: WEST LIGHT STREET,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.4m (21.0ft)

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