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

Find on map >>

Structure Number: 8700214,  Location: 00006 (Lat: 41.350000,  Lng: -83.658333),  Route carried "on" structure: US 6,  Year Built: 1969,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,685 (year 2006),  Truck Traffic: 33%,  Average Future Daily Traffic: 3,824 (year 2027),  Design Load: HS 20,  Features Intersected: ABANDONED RR,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.640,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: Bituminous

Find on map >>

Structure Number: 8700249,  Location: 00006 (Lat: 41.350000,  Lng: -83.658333),  Route carried "on" structure: US 6,  Year Built: 1969,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,685 (year 2006),  Truck Traffic: 33%,  Average Future Daily Traffic: 3,824 (year 2027),  Design Load: HS 20,  Features Intersected: ABANDONED RR,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.640,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: Bituminous

Find on map >>

Structure Number: 8700273,  Location: 00006 (Lat: 41.348333,  Lng: -83.650000),  Route carried "on" structure: US 6,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,510 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,801 (year 2027),  Design Load: HS 20,  Features Intersected: USR 25 (DIXIE HIGHWAY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.450,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: 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: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 8700303,  Location: 00006 (Lat: 41.348333,  Lng: -83.650000),  Route carried "on" structure: US 6,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,510 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,801 (year 2027),  Design Load: HS 20,  Features Intersected: USR 25 (DIXIE HIGHWAY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.450,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: 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: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 8700338,  Location: .24 MI. E. OF SR 25 (Lat: 41.348333,  Lng: -83.645000),  Route carried "on" structure: US 6,  Year Built: 1969,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,510 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,801 (year 2027),  Design Load: HS 20,  Features Intersected: CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.830,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  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: Bituminous

Find on map >>

Structure Number: 8700362,  Location: .24 MI. E. OF SR 25 (Lat: 41.348333,  Lng: -83.645000),  Route carried "on" structure: US 6,  Year Built: 1969,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,510 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,801 (year 2027),  Design Load: HS 20,  Features Intersected: CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.830,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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,  Underclear: Superior to present desirable criteria,  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: Bituminous

Find on map >>

Structure Number: 870216,  Location: NO DATA (Lat: 41.375000,  Lng: -83.615000),  Route carried "on" structure: State highway 64,  Year Built: 1969,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 16,900 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,763 (year 2027),  Design Load: HS 20,  Features Intersected: IR 75 (DIXIE FREEWAY,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.540,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete

Find on map >>

Structure Number: 8700273,  Location: 00006 (Lat: 41.348333,  Lng: -83.650000),  Route carried "under" structure: State highway 25,  Year Built: 1969,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,350 (year 2006),  Truck Traffic: 7%,  Features Intersected: USR 6 (GRAND ARMY REP HY,  Facility Carried by Structure: U.S. 6
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.307,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>

Structure Number: 8700303,  Location: 00006 (Lat: 41.348333,  Lng: -83.650000),  Route carried "under" structure: State highway 25,  Year Built: 1969,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,350 (year 2006),  Truck Traffic: 7%,  Features Intersected: USR 6 (GRAND ARMY REP HY,  Facility Carried by Structure: U.S. 6
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.306,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>

Structure Number: 870216,  Location: NO DATA (Lat: 41.375000,  Lng: -83.615000),  Route carried "under" structure: Interstate 75,  Year Built: 1969,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 57,150 (year 2006),  Truck Traffic: 31%,  Features Intersected: SR 64 (WOOSTER STREET),  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 2.351,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)