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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 160 meters (525ft)
Total average daily traffic: 114,129
Total average daily truck traffic: 5,409
National Bridge Inventory (NBI) Registered Bridges for Chesapeake

New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 10

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 4400038,  Location: .11 MI N OF SR 527 (Lat: 38.428333,  Lng: -82.450833),  Route carried "on" structure: State highway 7,  Year Built: 1932,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 13,549 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,744 (year 2027),  Design Load: HS 20,  Features Intersected: SYMMES CREEK
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 3.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: October 1994,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4400046,  Location: 1.84 MI N OF US 52 (Lat: 38.430278,  Lng: -82.459444),  Route carried "on" structure: State highway 7,  Year Built: 1986,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 7,430 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,091 (year 2027),  Design Load: HS 20,  Features Intersected: SYMMES CRK & CR 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.960,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy
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Structure Number: 4400054,  Location: 1.84 MI N OF US 52 (Lat: 38.430000,  Lng: -82.459722),  Route carried "on" structure: State highway 7,  Year Built: 1986,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 7,430 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,091 (year 2027),  Design Load: HS 20,  Features Intersected: SYMMES CREEK & CR 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.960,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: Epoxy Overlay,  Membrane: Epoxy
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Structure Number: 4404041,  Location: .20 MI N OF SR 7 (Lat: 38.430556,  Lng: -82.453889),  Route carried "on" structure: State highway 527,  Year Built: 1986,  Status: Open,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 6,505 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,091 (year 2027),  Design Load: HS 20,  Features Intersected: SYMMES CREEK & CR 123A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: Epoxy Overlay,  Membrane: Epoxy
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Structure Number: 4404076,  Location: .20 MI N OF SR 7 (Lat: 38.430278,  Lng: -82.453333),  Route carried "on" structure: State highway 527,  Year Built: 1986,  Status: Open,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 6,505 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,091 (year 2027),  Design Load: HS 20,  Features Intersected: SYMMES CREEK & CR 123A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy
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Structure Number: 4404092,  Location: . (Lat: 38.435000,  Lng: -82.456944),  Route carried "on" structure: State highway 7,  Year Built: 1986,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 14,860 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,183 (year 2027),  Design Load: HS 20,  Features Intersected: SR 7-0214
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4400046,  Location: 1.84 MI N OF US 52 (Lat: 38.430278,  Lng: -82.459444),  Route carried "under" structure: County highway 31,  Year Built: 1986,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 16,770 (year 2005),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 7,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.043,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 4400054,  Location: 1.84 MI N OF US 52 (Lat: 38.430000,  Lng: -82.459722),  Route carried "under" structure: County highway 31,  Year Built: 1986,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 200 (year 1990),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 7,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 4404041,  Location: .20 MI N OF SR 7 (Lat: 38.430556,  Lng: -82.453889),  Route carried "under" structure: County highway 123,  Year Built: 1986,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 13,010 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 527,  Facility Carried by Structure: SR 527
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.004,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 4404076,  Location: .20 MI N OF SR 7 (Lat: 38.430278,  Lng: -82.453333),  Route carried "under" structure: County highway 123,  Year Built: 1986,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 13,010 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 527,  Facility Carried by Structure: SR 527
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.004,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 4404092,  Location: . (Lat: 38.435000,  Lng: -82.456944),  Route carried "under" structure: State highway 7,  Year Built: 1986,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 14,860 (year 2005),  Truck Traffic: 5%,  Features Intersected: SR 7-0215 OVER SR 7-0214
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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