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Bridge Statistics for Mingo Junction, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mingo Junction, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 122 meters (400ft) Total average daily traffic: 172,407 Total average daily truck traffic: 20,183 National Bridge Inventory (NBI) Registered Bridges for Mingo Junction
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 4100549, Location: .5 M N OF SR 151 (Lat: 40.308333, Lng: -80.618333), Route carried "on" structure: State highway 7, Year Built: 1960, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 15,953 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 25,066 (year 2025), Design Load: HS 20, Features Intersected: GLADYS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.880, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, 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: 21.6m (70.9ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 4100603, Location: 1.08 MI N OF SR 151 (Lat: 40.315000, Lng: -80.615000), Route carried "on" structure: State highway 7, Year Built: 1961, Year Reconstructed: 2000, Status: Open, Structure Length: 25.36m (83.20ft), Average Daily Traffic: 18,300 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,510 (year 2026), Design Load: HS 20+Mod, Features Intersected: TR167-CLF ST-RR-CROSS CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Satisfactory, Superstructure: 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 60 months, Inspection Date: June 2007, Critical Feature Inspection Date: July 2003, 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: 4100638, Location: 1.46 MI N OF SR 151 (Lat: 40.320000, Lng: -80.610000), Route carried "on" structure: City street CLAIR, Year Built: 1961, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 1970), Average Future Daily Traffic: 26,136 (year 2027), Design Load: H 15, Features Intersected: SR 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4100662, Location: 1.55 MI N OF SR 151 (Lat: 40.321667, Lng: -80.610000), Route carried "on" structure: State highway 7, Year Built: 1961, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,300 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,510 (year 2027), Design Load: HS 20, Features Intersected: RAVINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.570, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Better than 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4100697, Location: 1.59 MI N OF SR 151 (Lat: 40.321667, Lng: -80.608333), Route carried "on" structure: City street LINCN, Year Built: 1961, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 1970), Average Future Daily Traffic: 27,606 (year 2027), Design Load: H 15, Features Intersected: SR 7, Facility Carried by Structure: LINCOLN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), 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: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4100727, Location: 1.63 MI N OF SR 151 (Lat: 40.321667, Lng: -80.608333), Route carried "on" structure: State highway 7, Year Built: 1961, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 19,424 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 30,028 (year 2027), Design Load: HS 20, Features Intersected: MCLISTER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.700, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4100751, Location: 1.84 MI N OF SR 151 (Lat: 40.325000, Lng: -80.606667), Route carried "on" structure: State highway 7, Year Built: 1961, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 19,424 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 30,028 (year 2025), Design Load: HS 20, Features Intersected: LOGAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 32 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-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Better than 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4100786, Location: 2.05 MI N OF SR 151 (Lat: 40.326667, Lng: -80.605000), Route carried "on" structure: State highway 7, Year Built: 1961, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 9,712 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 15,014 (year 2025), Design Load: HS 20, Features Intersected: SIDE HILL STRUCTURE NB7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 4161319, Location: NO DATA, Route carried "on" structure: Business City street MOMAV, Year Built: 1931, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 4,890 (year 1980), Truck Traffic: 8%, Average Future Daily Traffic: 6,787 (year 2027), Design Load: H 15, Features Intersected: CROSS CREEK, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 30.6 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4100549, Location: .5 M N OF SR 151 (Lat: 40.308333, Lng: -80.618333), Route carried "under" structure: City street GLADY, Year Built: 1960, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 100 (year 1970), Features Intersected: SR 7, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 4100573, Location: 0.92 MI N OF SR 151 (Lat: 40.313333, Lng: -80.615000), Route carried "under" structure: State highway 7, Year Built: 1960, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 18,300 (year 2005), Truck Traffic: 13%, Features Intersected: W.& L.E.RR(SUBWAY), Facility Carried by Structure: NORFOLK RR Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 2.056, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 4100603, Location: 1.08 MI N OF SR 151 (Lat: 40.315000, Lng: -80.615000), Route carried "under" structure: County highway 167A, Year Built: 1961, Structure Length: 25.36m (83.20ft), Features Intersected: SR 7, Facility Carried by Structure: SR7 Minimum Vertical Clearance: 0.69m (2.26ft), Kilometerpoint: 0.081, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 4100638, Location: 1.46 MI N OF SR 151 (Lat: 40.320000, Lng: -80.610000), Route carried "under" structure: State highway 7, Year Built: 1961, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 18,300 (year 2005), Truck Traffic: 13%, Features Intersected: ST.CLAIR AVE(SUBWAY), Facility Carried by Structure: ST CLAIRE AVE Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.143, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 4100662, Location: 1.55 MI N OF SR 151 (Lat: 40.321667, Lng: -80.610000), Route carried "under" structure: City street RAVIN, Year Built: 1961, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 100 (year 1970), Features Intersected: SR 7, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 4100697, Location: 1.59 MI N OF SR 151 (Lat: 40.321667, Lng: -80.608333), Route carried "under" structure: State highway 7, Year Built: 1961, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 19,424 (year 2005), Truck Traffic: 12%, Features Intersected: LINCOLN AVE(SUBWAY), Facility Carried by Structure: LINCOLN AVE Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 2.164, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 4100727, Location: 1.63 MI N OF SR 151 (Lat: 40.321667, Lng: -80.608333), Route carried "under" structure: City street MCLSR, Year Built: 1961, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 100 (year 1970), Features Intersected: SR 7, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 14.78m (48.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 4100751, Location: 1.84 MI N OF SR 151 (Lat: 40.325000, Lng: -80.606667), Route carried "under" structure: City street LOGAN, Year Built: 1961, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 100 (year 1970), Features Intersected: SR 7, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Structure Number: 4161297, Location: NO DATA, Route carried "under" structure: Business City street COMAV, Year Built: 1900, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,890 (year 1980), Features Intersected: CONRAIL RR, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.2m (76.1ft) Structure Number: 4161335, Location: NO DATA, Route carried "under" structure: Business City street MOMAV, Year Built: 1900, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 4,890 (year 1980), Truck Traffic: 1%, Features Intersected: CONRAIL RR, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 7.9m (25.9ft) Discuss this city on our hugely popular Ohio forum Back to: Mingo Junction, OH, Ohio, All US cities.
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