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

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Structure Number: 450357,  Location: .6 M W OF JCT SR 79 (Lat: 39.945000,  Lng: -82.491667),  Route carried "on" structure: Interstate 70,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 25,530 (year 2005),  Truck Traffic: 28%,  Average Future Daily Traffic: 36,046 (year 2027),  Design Load: HS 20,  Features Intersected: IR70 OVR S.F. LICKING RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 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: Better than present minimum 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: 45036,  Location: .6 M W OF JCT SR 79 (Lat: 39.945000,  Lng: -82.491667),  Route carried "on" structure: Interstate 70,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 25,530 (year 2005),  Truck Traffic: 28%,  Average Future Daily Traffic: 36,046 (year 2027),  Design Load: HS 20,  Features Intersected: IR70 OVR S.F. LICKING RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 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: Better than present minimum 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: Bituminous

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Structure Number: 4503694,  Location: .1 M E OF JCT SR 79 (Lat: 39.945000,  Lng: -82.478333),  Route carried "on" structure: Interstate 70,  Year Built: 1958,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 23,115 (year 2005),  Truck Traffic: 29%,  Average Future Daily Traffic: 26,469 (year 2027),  Design Load: HS 20,  Features Intersected: BUCKEYE LAKE OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.310,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4503724,  Location: .1 ME OF JCT SR 79 (Lat: 39.945000,  Lng: -82.478333),  Route carried "on" structure: Interstate 70,  Year Built: 1958,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 23,115 (year 2005),  Truck Traffic: 29%,  Average Future Daily Traffic: 26,469 (year 2027),  Design Load: HS 20,  Features Intersected: BUCKEYE LAKE OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.310,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4504844,  Location: 01.35 N.OF IR70 (Lat: 39.950000,  Lng: -82.500000),  Route carried "on" structure: State highway 79,  Year Built: 1996,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 6,610 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,175 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SB 79 OVER US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.940,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4504879,  Location: 01.35 MI N.OF IR70 (Lat: 39.950000,  Lng: -82.500000),  Route carried "on" structure: State highway 79,  Year Built: 1996,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 6,610 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,674 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NB 79 OVER US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4504887,  Location: 0.36 MI N.OF US RT 40 (Lat: 39.950000,  Lng: -82.500000),  Route carried "on" structure: State highway 79,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 13,220 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,349 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NATHAN HOUSE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.230,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007

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Structure Number: 4504909,  Location: 2 MI N OF JCT US 40 (Lat: 39.986667,  Lng: -82.485000),  Route carried "on" structure: State highway 79,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,630 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,233 (year 2027),  Design Load: HS 25,  Features Intersected: 79 OVER BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.930,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007

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Structure Number: 4504844,  Location: 01.35 N.OF IR70 (Lat: 39.950000,  Lng: -82.500000),  Route carried "under" structure: US 40,  Year Built: 1996,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 6,330 (year 2005),  Truck Traffic: 5%,  Features Intersected: SB SR 79 OVER US 40,  Facility Carried by Structure: SB SR 79
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 2.584,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4504879,  Location: 01.35 MI N.OF IR70 (Lat: 39.950000,  Lng: -82.500000),  Route carried "under" structure: US 40,  Year Built: 1996,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 8,180 (year 2005),  Truck Traffic: 5%,  Features Intersected: NB SR 79 OVER US 40,  Facility Carried by Structure: NB SR 79
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.595,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)