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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 12
Total length: 33 meters (108ft)
Total costs: $250,000
Total average daily traffic: 74,058
Total average daily truck traffic: 6,932
National Bridge Inventory (NBI) Registered Bridges for Columbiana

New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 2
  • 1940-1949: 3
  • 1950-1959: 2
  • 1960-1969: 0
  • 1970-1979: 3
  • 1980-1989: 0
  • 1990-1999: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 2
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1500368,  Location: .47 MI S OF SR 14 (Lat: 40.878333,  Lng: -80.651667),  Route carried "on" structure: State highway 7,  Year Built: 1948,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 8,820 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,521 (year 2025),  Design Load: H 15,  Features Intersected: NS RR(CARRIES AMTRAK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.410,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1500392,  Location: .14 MI S OF SR 14 (Lat: 40.883333,  Lng: -80.651667),  Route carried "on" structure: State highway 7,  Year Built: 1948,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,820 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,521 (year 2025),  Design Load: H 15,  Features Intersected: TURKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.950,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1501208,  Location: 1.8 MI E OF SR 11 (Lat: 40.900000,  Lng: -80.688333),  Route carried "on" structure: State highway 14,  Year Built: 1953,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 9,380 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,602 (year 2026),  Design Load: H 20,  Features Intersected: OH & PA RR(NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.100,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1501232,  Location: .18 MI W OF SR 7 (Lat: 40.885000,  Lng: -80.655000),  Route carried "on" structure: State highway 14,  Year Built: 1934,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,380 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,602 (year 2027),  Design Load: H 15,  Features Intersected: TURKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 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 desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1501267,  Location: .3 MI E OF SR 7 (Lat: 40.883333,  Lng: -80.645000),  Route carried "on" structure: State highway 14,  Year Built: 1934,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,380 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,814 (year 2027),  Design Load: H 15,  Features Intersected: BULL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1501445,  Location: .18 MI W OF S.R.46 (Lat: 40.900000,  Lng: -80.701667),  Route carried "on" structure: State highway 14,  Year Built: 1955,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 7,708 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,577 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1505106,  Location: 0.21 MI N OF SR 344 (Lat: 40.881667,  Lng: -80.720000),  Route carried "on" structure: State highway 164,  Year Built: 1972,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,370 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,760 (year 2026),  Design Load: HS 20,  Features Intersected: E BR MID FRK LITTLE BVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.740,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150513,  Location: 0.71 MI. N. OF SR 344 (Lat: 40.885000,  Lng: -80.711667),  Route carried "on" structure: State highway 164,  Year Built: 1972,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 5,370 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,760 (year 2026),  Design Load: HS 20,  Features Intersected: NS RR, AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.540,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1505165,  Location: 1.21 MI. E. OF SR 11 (Lat: 40.886667,  Lng: -80.705000),  Route carried "on" structure: State highway 164,  Year Built: 1972,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,370 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,760 (year 2026),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.350,  Lanes on structure: 2,  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: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1560549,  Location: 0.3 MI N T884 (Lat: 40.875000,  Lng: -80.698333),  Route carried "on" structure: County highway T0926,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 1951),  Average Future Daily Traffic: 416 (year 2026),  Design Load: H 20,  Features Intersected: NO NAME STREAM,  Facility Carried by Structure: CAMELOT DR 926
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1560662,  Location: 0.0 MI E T926 (Lat: 40.871667,  Lng: -80.698333),  Route carried "on" structure: City street T0884,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 200 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2027),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: METZ RD 884
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1532103,  Location: 1.45 MI N SR164 (Lat: 40.886667,  Lng: -80.703333),  Route carried "under" structure: County highway 440,  Year Built: 1900,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,960 (year 1987),  Features Intersected: CONRAIL(OVERHEAD)
Minimum Vertical Clearance: 3.33m (10.93ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.6m (24.9ft)

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