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Bridge Statistics for Niles, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Niles, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 94 meters (308ft) Total average daily traffic: 155,383 Total average daily truck traffic: 8,517 National Bridge Inventory (NBI) Registered Bridges for Niles
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 7802412, Location: 2.07 MI S OF US 422 (Lat: 41.170317, Lng: -80.767003), Route carried "on" structure: State highway 46, Year Built: 1992, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 14,560 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 23,818 (year 2027), Design Load: HS 20+Mod, Features Intersected: MEANDER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.090, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 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: 7802447, Location: 0.60 MI S OF SR 169 (Lat: 41.175881, Lng: -80.765911), Route carried "on" structure: State highway 46, Year Built: 2003, Status: Open, Structure Length: 20.73m (68.01ft), Average Daily Traffic: 14,560 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 21,910 (year 2028), Design Load: HS 25, Features Intersected: OVER PENN RR-WATER ST-MA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.850, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Fair, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Meets minimum limits, Underclear: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 7802528, Location: 0.03 MI S OF SR 169 (Lat: 41.182661, Lng: -80.760178), Route carried "on" structure: State highway 46, Year Built: 1953, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 14,851 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 24,437 (year 2027), Design Load: H 20, Features Intersected: MOSQUITO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.960, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7807082, Location: 1.06 MI W OF SR 46 (Lat: 41.212161, Lng: -80.758000), Route carried "on" structure: US 422, Year Built: 1971, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 17,020 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 25,359 (year 2027), Design Load: H 20, Features Intersected: MOSQUITO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.100, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, Superstructure: Very 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Structure Number: 7833148, Location: W. OF PRATT, E. OF STATE, Route carried "on" structure: City street EPARK, Year Built: 1974, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,900 (year 1979), Average Future Daily Traffic: 2,637 (year 2027), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: E. PARK, NILES CIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), 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: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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 Structure Number: 783545, Location: E. OF SR 169, W. 0F SR 46, Route carried "on" structure: City street FEDST, Year Built: 1950, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,080 (year 1979), Average Future Daily Traffic: 4,275 (year 2027), Design Load: H 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: FEDERAL ST., NILES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.1 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 7839618, Location: 0.1 MI. W. OF S.R. 46 (Lat: 41.155000, Lng: -80.768333), Route carried "on" structure: County highway C064B, Year Built: 1973, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 5,000 (year 1995), Average Future Daily Traffic: 6,940 (year 2029), Design Load: HS 20, Features Intersected: MEANDER CREEK, Facility Carried by Structure: COUNTY ROAD 64-B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: 7839758, Location: EXT. OF CH 351 INTO NILES, Route carried "on" structure: City street OLIVE, Year Built: 1920, Year Reconstructed: 1976, Status: Open, Structure Length: 28.44m (93.31ft), Average Daily Traffic: 5,040 (year 1976), Average Future Daily Traffic: 6,996 (year 2027), Design Load: HS 20, Features Intersected: MAH.RIVER-P.C.-B&O RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 18, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, 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: 7849923, Location: N EXT. OF TH63-D HEA (Lat: 41.170000, Lng: -80.751667), Route carried "on" structure: City street BELMT, Year Built: 2001, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,170 (year 2001), Average Future Daily Traffic: 4,400 (year 2029), Design Load: H 20, Features Intersected: MAHONING RIVER, Facility Carried by Structure: BELMONT ST-NILES Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.4m (208.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 7802374, Location: 1.26 MI S OF SR 169 (Lat: 41.166939, Lng: -80.766150), Route carried "under" structure: State highway 46, Year Built: 1931, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,560 (year 2005), Truck Traffic: 7%, Features Intersected: UNDER CSX TRANSPORTATION, Facility Carried by Structure: CSX RAILROAD Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.037, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.0m (36.1ft) Find on map >>
Structure Number: 7802463, Location: 0.17 MI S OF SR 169 (Lat: 41.182669, Lng: -80.762872), Route carried "under" structure: State highway 46, Year Built: 1953, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,851 (year 2005), Truck Traffic: 6%, Features Intersected: UNDER CSX TRANSPORTATION, Facility Carried by Structure: CSX RAILROAD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.575, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 7802498, Location: 0.09 MI S OF SR 169 (Lat: 41.182706, Lng: -80.761367), Route carried "under" structure: State highway 46, Year Built: 1952, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,851 (year 2005), Truck Traffic: 6%, Features Intersected: UNDER YOUNGSTOWN BELT RR, Facility Carried by Structure: NORFOLK SOUTHERN Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.586, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 7806124, Location: 0.15 MI N OR SR 46 (Lat: 41.184647, Lng: -80.764978), Route carried "under" structure: State highway 169, Year Built: 1953, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 15,970 (year 2005), Truck Traffic: 5%, Features Intersected: UNDER CSX TRANSPORTATION, Facility Carried by Structure: CSX TRANSPORTATION Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.042, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 7806159, Location: 0.16 MI N OF SR 46 (Lat: 41.184886, Lng: -80.765017), Route carried "under" structure: State highway 169, Year Built: 1953, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 15,970 (year 2005), Truck Traffic: 5%, Features Intersected: UNDER YOUNGSTOWN BELT RR, Facility Carried by Structure: NORFOLK SOUTHERN Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.422, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.8m (124.0ft) Discuss this city on our hugely popular Ohio forum Back to: Niles, OH, Ohio, All US cities.
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