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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 22 meters (72ft)
Total average daily traffic: 57,700
Total average daily truck traffic: 6,927
National Bridge Inventory (NBI) Registered Bridges for Fostoria

New bridges - Historical Statistics

  • 1950-1959: 5
  • 1960-1969: 1
  • 1970-1979: 0
  • 1980-1989: 1
  • 1990-1999: 2
  • 2000-2009: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 3200418,  Location: SW CORP LIMITS FOSTORIA (Lat: 41.135833,  Lng: -83.433611),  Route carried "on" structure: State highway 12,  Year Built: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 8,990 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,867 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: EAST BRANCH PORTAGE RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3200973,  Location: CITY OF FOSTORIA (Lat: 41.161667,  Lng: -83.425000),  Route carried "on" structure: State highway 18,  Year Built: 1992,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,280 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,940 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: E BRANCH OF PORTAGE RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.650,  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: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3260674,  Location: 0.20 MI W CO LINE RD (Lat: 41.165000,  Lng: -83.423333),  Route carried "on" structure: City street M0802,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 300 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 416 (year 2025),  Features Intersected: EAST BR PORTAGE RIVER,  Facility Carried by Structure: SUMMIT ST FOSTORIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 17.1 metric tons,  Inventory Rating: 12.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3260798,  Location: 0.02 MI W CO LINE RD (Lat: 41.163333,  Lng: -83.423333),  Route carried "on" structure: City street M0803,  Year Built: 2007,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,210 (year 2026),  Design Load: HS 25,  Features Intersected: EAST BR PORTAGE RIVER,  Facility Carried by Structure: ELM ST FOSTORIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 13.7m (44.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  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: 8758883,  Location: 0.2 MI.WEST OF U.S.RT.23 (Lat: 41.170000,  Lng: -83.423333),  Route carried "on" structure: City street C420A,  Year Built: 1963,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,540 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,138 (year 2028),  Design Load: HS 15,  Features Intersected: E.BR.PORTAGE RIV.PARK AV,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Poor,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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
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Structure Number: 7400217,  Location: JCT OF FREMONT STREET (Lat: 41.158333,  Lng: -83.408333),  Route carried "under" structure: State highway 12,  Year Built: 1957,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,700 (year 2005),  Truck Traffic: 10%,  Features Intersected: CSX RR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.018,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 7400365,  Location: NO DATA (Lat: 41.150000,  Lng: -83.405000),  Route carried "under" structure: State highway 18,  Year Built: 1951,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 4,930 (year 2005),  Truck Traffic: 12%,  Features Intersected: ABANDONED RR (PC),  Facility Carried by Structure: ABANDONED CSX RR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.217,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 7401736,  Location: JCT US 23/SR 18 (Lat: 41.150000,  Lng: -83.405000),  Route carried "under" structure: US 23,  Year Built: 1986,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,530 (year 2005),  Truck Traffic: 22%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.842,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 7401744,  Location: JCT US 23/SR 18 (Lat: 41.150000,  Lng: -83.406667),  Route carried "under" structure: US 23,  Year Built: 1956,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 11,510 (year 2005),  Truck Traffic: 14%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.846,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 7401779,  Location: .25 MILE N. SR 12 (Lat: 41.153333,  Lng: -83.415000),  Route carried "under" structure: US 23,  Year Built: 1952,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 13,920 (year 2005),  Truck Traffic: 14%,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: NSRR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 1.951,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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