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

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Structure Number: 7001045,  Location: 3.02 MILES EAST OF SR 314 (Lat: 40.785000,  Lng: -82.590000),  Route carried "on" structure: County highway 133,  Year Built: 1977,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 7,200 (year 1976),  Average Future Daily Traffic: 21,465 (year 2028),  Design Load: HS 20,  Features Intersected: OVER RIC-030-0756,  Facility Carried by Structure: LEX-SPRINGMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700177,  Location: 1.77 MILES EAST OF SR 430 (Lat: 40.771667,  Lng: -82.581667),  Route carried "on" structure: City street W04TH,  Year Built: 1956,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 12,030 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,940 (year 2028),  Design Load: H 20,  Features Intersected: OVER RIC-309-0821,  Facility Carried by Structure: WEST FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 7006012,  Location: 1.17 MI E SR 309 (Lat: 40.780000,  Lng: -82.653333),  Route carried "on" structure: State highway 314,  Year Built: 1977,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 2,880 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,997 (year 2028),  Design Load: HS 20,  Features Intersected: OVER RIC-030-00395
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7006039,  Location: .08 MI E SR 309 (Lat: 40.760000,  Lng: -82.610000),  Route carried "on" structure: State highway 430,  Year Built: 1956,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,355 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,094 (year 2028),  Design Load: H 20,  Features Intersected: OVER RIC-309-0646R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.120,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal 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: Latex Concrete

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Structure Number: 7064535,  Location: 880 FT W OF HOME ROAD (Lat: 40.763333,  Lng: -82.575000),  Route carried "on" structure: Alternate City street FRILN,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 1984),  Average Future Daily Traffic: 139 (year 2029),  Design Load: HS 20,  Features Intersected: TOUBY RUN,  Facility Carried by Structure: FRIDAY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7064683,  Location: 0.39 MI N OF SR309 (Lat: 40.765000,  Lng: -82.590000),  Route carried "on" structure: City street 133,  Year Built: 1968,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 15,490 (year 1990),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,500 (year 2029),  Design Load: HS 20,  Features Intersected: CONSOLIDATED RAIL CORP,  Facility Carried by Structure: LEX-SPRINGMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 3 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: November 1995,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $379,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7064748,  Location: 0.2 MI N OF SR309 (Lat: 40.763333,  Lng: -82.623333),  Route carried "on" structure: City street LEWIS,  Year Built: 1971,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 160 (year 1971),  Truck Traffic: 3%,  Average Future Daily Traffic: 222 (year 2023),  Design Load: HS 20,  Features Intersected: E BR CLEAR FORK MOHICAN
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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2006

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Structure Number: 7001045,  Location: 3.02 MILES EAST OF SR 314 (Lat: 40.785000,  Lng: -82.590000),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 15,465 (year 2005),  Truck Traffic: 31%,  Features Intersected: UNDER RIC-133-0740LEX-SP,  Facility Carried by Structure: LEX-SPRINGMILL RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.216,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 700177,  Location: 1.77 MILES EAST OF SR 430 (Lat: 40.771667,  Lng: -82.581667),  Route carried "under" structure: State highway 309,  Year Built: 1956,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 11,375 (year 2005),  Truck Traffic: 8%,  Features Intersected: UNDER WEST 4 TH ST C,  Facility Carried by Structure: WEST FOURTH STREET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.307,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 7001924,  Location: .75 MILES EAST OF SR 430 (Lat: 40.765000,  Lng: -82.598333),  Route carried "under" structure: State highway 309,  Year Built: 1960,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 11,375 (year 2005),  Truck Traffic: 8%,  Features Intersected: UNDER N & S RR,  Facility Carried by Structure: N & S RAILROAD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 1.143,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 7006012,  Location: 1.17 MI E SR 309 (Lat: 40.780000,  Lng: -82.653333),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 3,320 (year 2005),  Truck Traffic: 16%,  Features Intersected: UNDER RIC-314-0494,  Facility Carried by Structure: SR 314
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.686,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 7006039,  Location: .08 MI E SR 309 (Lat: 40.760000,  Lng: -82.610000),  Route carried "under" structure: State highway 309,  Year Built: 1956,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,955 (year 2005),  Truck Traffic: 9%,  Features Intersected: UNDER RIC-430-0008L
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.104,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 7006063,  Location: .29 MI E SR 309 (Lat: 40.760000,  Lng: -82.606667),  Route carried "under" structure: State highway 430,  Year Built: 1930,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 6,710 (year 2005),  Truck Traffic: 3%,  Features Intersected: UNDER N & S RR,  Facility Carried by Structure: N & S RAILROAD
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.047,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 7064799,  Location: 750 FT S OF SR309 (Lat: 40.758333,  Lng: -82.633333),  Route carried "under" structure: City street ROCK,  Year Built: 1900,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 910 (year 1971),  Truck Traffic: 3%,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Length of Maximum Span: 4.6m (15.1ft)