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

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Structure Number: 4501381,  Location: 1.6 M W OF JCT SR 146 (Lat: 40.075000,  Lng: -82.251667),  Route carried "on" structure: State highway 16,  Year Built: 1970,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,035 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,091 (year 2026),  Design Load: HS 20,  Features Intersected: SR16 OVR ROCKY FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4501411,  Location: 1.6 M W OF JCT SR 146 (Lat: 40.075000,  Lng: -82.251667),  Route carried "on" structure: State highway 16,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,035 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,091 (year 2026),  Design Load: H 20,  Features Intersected: SR16 OVR ROCKY FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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

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Structure Number: 450147,  Location: AT JCT SR 146 (Lat: 40.078333,  Lng: -82.228333),  Route carried "on" structure: State highway 16,  Year Built: 1970,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,925 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,070 (year 2026),  Design Load: HS 20,  Features Intersected: SR16 OVER SR 146 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 45015,  Location: AT JCT OF SR 146 (Lat: 40.078333,  Lng: -82.228333),  Route carried "on" structure: State highway 16,  Year Built: 1970,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 3,925 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,070 (year 2026),  Design Load: HS 20,  Features Intersected: SR 16 OVER SR 146 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 4501535,  Location: .4 M W OF MUS CO LINE (Lat: 40.090000,  Lng: -82.191667),  Route carried "on" structure: State highway 16,  Year Built: 1970,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,925 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,757 (year 2026),  Design Load: HS 20,  Features Intersected: WB SR16 OVER BR BLACK RU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  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: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: 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

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Structure Number: 4501551,  Location: .4 MI W OF MUS CO LINE (Lat: 40.087753,  Lng: -82.197642),  Route carried "on" structure: State highway 16,  Year Built: 1997,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 3,925 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,524 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: EB SR16 OVER BR BLACK RU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very 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 desirable criteria,  Waterway Adequacy: 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: 4537793,  Location: .5 MI W SR 146,  Route carried "on" structure: County highway T0275,  Year Built: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,025 (year 2002),  Average Future Daily Traffic: 1,423 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM ROCKHAVEN RD,  Facility Carried by Structure: TNSP RD 275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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 2007,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4538013,  Location: TOBOSO ROAD (Lat: 40.063056,  Lng: -82.226111),  Route carried "on" structure: County highway C027,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 254 (year 2005),  Average Future Daily Traffic: 286 (year 2026),  Design Load: HS 20,  Features Intersected: STREAM TOBOSO ROAD,  Facility Carried by Structure: TOBOSO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450147,  Location: AT JCT SR 146 (Lat: 40.078333,  Lng: -82.228333),  Route carried "under" structure: State highway 146,  Year Built: 1970,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 2,659 (year 2005),  Truck Traffic: 5%,  Features Intersected: SR 146 WB UNDER SR 16,  Facility Carried by Structure: WB SR 16
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 45015,  Location: AT JCT OF SR 146 (Lat: 40.078333,  Lng: -82.228333),  Route carried "under" structure: State highway 146,  Year Built: 1970,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 2,659 (year 2005),  Truck Traffic: 5%,  Features Intersected: SR 146 WB UNDER SR 16,  Facility Carried by Structure: EB SR 16
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.034,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)