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Bridge Statistics for Olmsted Falls, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Olmsted Falls, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 59 meters (194ft) Total costs: $1,831,000 Total average daily traffic: 200,282 Total average daily truck traffic: 8,814 National Bridge Inventory (NBI) Registered Bridges for Olmsted Falls
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1810413, Location: 1.38 MI N OHIO TURNPIKE (Lat: 41.376411, Lng: -81.902028), Route carried "on" structure: State highway 252, Year Built: 1932, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,610 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,339 (year 2028), Design Load: H 15, Features Intersected: PLUM CRK N. OF BAGLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $34,000, Total Project Cost: $340,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1829203, Location: 4.7MI EAST OF EXIT 9 (Lat: 41.356667, Lng: -81.903333), Route carried "on" structure: State highway 252, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 9,610 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 40,002 (year 2025), Design Load: H 15, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.680, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Fair, Superstructure: Good, 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: High priority of replacement, Underclear: High priority of corrective action, 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: 1829254, Location: 5.2MI EAST OF EXIT 152 (Lat: 41.356667, Lng: -81.896667), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 2002, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 13,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 18,044 (year 2027), Design Load: HS 20+Mod, Features Intersected: W BRANCH ROCKY RIV MP157, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.620, Lanes on structure: 6, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 38.4m (126.0ft) Condition: Deck: Good, Superstructure: 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: 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: May 2005, 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: 1829289, Location: 5.3MI EAST OF EXIT 152 (Lat: 41.356667, Lng: -81.893333), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 2002, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 13,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 18,044 (year 2027), Design Load: HS 20+Mod, Features Intersected: LINDBERGH BLVD MP1575, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.890, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 38.3m (125.7ft) Condition: Deck: Good, Superstructure: Good, 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: 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: 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: 1829319, Location: 5.5MI EAST OF EXIT 9 (Lat: 41.356667, Lng: -81.890000), Route carried "on" structure: Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 28,820 (year 1972), Average Future Daily Traffic: 40,002 (year 2027), Design Load: HS 20, Features Intersected: DITCH MP1577, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.160, Lanes on structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Find on map >>
Structure Number: 1830309, Location: WEST OF COLUMBIA ROAD (Lat: 41.373333, Lng: -81.905000), Route carried "on" structure: County highway TR020, Year Built: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 15,994 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 11,907 (year 2025), Design Load: H 20, Features Intersected: PLUM CREEK/BAGLEY RD #15, Facility Carried by Structure: BAGLEY ROAD CR27 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Poor, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 50.90m (166.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $59,000, Total Project Cost: $1,259,000 ( Estimate for 2000) Find on map >>
Structure Number: 1830597, Location: 1208 FT E OF COLUMBIA RD (Lat: 41.350817, Lng: -81.905392), Route carried "on" structure: County highway C0067, Year Built: 1959, Year Reconstructed: 2003, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 10,000 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 13,880 (year 2029), Design Load: H 20, Features Intersected: BAKER CRK/SPRAGUE RD #12, Facility Carried by Structure: SPRAGUE RD CR67 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: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Structure Number: 1831364, Location: 575' W OF DIVISION STR, Route carried "on" structure: Spur County highway 59, Year Built: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,910 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 12,367 (year 2029), Design Load: H 20, Features Intersected: BUSBY DITCH/COOK RD #14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 30.6 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007 Find on map >>
Structure Number: 1831534, Location: 553' WEST OF MAIN STREET (Lat: 41.378333, Lng: -81.898333), Route carried "on" structure: County highway 293, Year Built: 1913, Year Reconstructed: 1990, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 3,807 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 5,284 (year 2029), Design Load: HS 20+Mod, Features Intersected: W BR ROCKY RVR/WATER #19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), 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: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 32.4 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $20,000, Total Project Cost: $232,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 183284, Location: 880 FT E OF COLUMBIA RD (Lat: 41.373333, Lng: -81.898333), Route carried "on" structure: County highway 27, Year Built: 1995, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 18,689 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 25,940 (year 2027), Design Load: HS 20+Mod, Features Intersected: W BR ROCKY RVR/BAGLEY #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: Latex Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Structure Number: 1834576, Location: 2460' N. OF SPRAGUE RD, Route carried "on" structure: County highway 276, Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,812 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 10,843 (year 2029), Design Load: HS 15, Features Intersected: STRONGSVLLE D/LNDBG #13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 30.6 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007 Find on map >>
Structure Number: 1829203, Location: 4.7MI EAST OF EXIT 9 (Lat: 41.356667, Lng: -81.903333), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: SR252 COLUMBIA RD MP1569, Facility Carried by Structure: SR 252 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.595, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 1829238, Location: 5MI EAST OF EXIT 9 (Lat: 41.356667, Lng: -81.900000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: CSX TRAN RR MP1572, Facility Carried by Structure: PENN CENTRAL RR Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.628, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 1829289, Location: 5.3MI EAST OF EXIT 152 (Lat: 41.356667, Lng: -81.893333), Route carried "under" structure: County highway 276, Year Built: 1954, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,390 (year 1968), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Discuss this city on our hugely popular Ohio forum Back to: Olmsted Falls, OH, Ohio, All US cities.
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