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Bridge Statistics for Amherst, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Amherst, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 29 Total length: 131 meters (430ft) Total costs: $209,301,000 Total average daily traffic: 497,930 Total average daily truck traffic: 34,182 National Bridge Inventory (NBI) Registered Bridges for Amherst
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 4700031, Location: 4.59 MI E OF ERIE CO LINE (Lat: 41.403333, Lng: -82.260000), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 16,968 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 27,748 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER PC RR & TH-178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.390, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 4700066, Location: 4.59 MI E OF ERIE CO LINE (Lat: 41.403333, Lng: -82.260000), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 16,968 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 27,748 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER PC RR & TH-178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.390, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 4700082, Location: 5.86 MI E OF ERIE CO LINE (Lat: 41.410000, Lng: -82.238333), Route carried "on" structure: City street 91, Year Built: 1976, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 24,550 (year 1988), Truck Traffic: 11%, Average Future Daily Traffic: 55,496 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER LOR-002 -0586 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $16,460,000, Roadway Improvement Cost: $192,806,000, Total Project Cost: $209,266,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 470009, Location: 6.46 MI EAST OF ERIE CO (Lat: 41.411667, Lng: -82.226667), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 16,968 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 24,738 (year 2027), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: September 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: 470012, Location: 6.46 MI EAST OF ERIE CO (Lat: 41.411667, Lng: -82.226667), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 16,968 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 24,738 (year 2027), Design Load: H 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: September 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: 4700155, Location: 6.49 MI E OF ERIE CO LINE (Lat: 41.411667, Lng: -82.226667), Route carried "on" structure: City street 152, Year Built: 1966, Status: Open, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 31,540 (year 1988), Truck Traffic: 9%, Average Future Daily Traffic: 55,496 (year 2027), Design Load: H 20, Features Intersected: OVER LOR-002 -0649 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4700244, Location: 6.99 MI E OF ERIE CO LINE (Lat: 41.413333, Lng: -82.216667), Route carried "on" structure: City street TERRA, Year Built: 1966, Status: Open, Structure Length: 6.69m (21.95ft), Average Daily Traffic: 31,540 (year 1988), Truck Traffic: 9%, Average Future Daily Traffic: 55,496 (year 2027), Design Load: H 15, Features Intersected: OVER LOR-002 -0699 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.210, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4700279, Location: 7.42 MI E OF ERIE CO LINE (Lat: 41.413333, Lng: -82.208333), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 22,585 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 35,325 (year 2027), Design Load: H 20, Features Intersected: OVER LOR-058 -2436 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.950, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), 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: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4700309, Location: 7.42 MI E OF ERIE CO LINE (Lat: 41.413333, Lng: -82.208333), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 22,585 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 35,325 (year 2027), Design Load: H 20, Features Intersected: OVER LOR-058 -2433 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.950, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 10.7m (35.1ft), 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: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4700333, Location: .19 MILES EAST OF SR 58 (Lat: 41.415000, Lng: -82.205000), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 45,170 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 65,014 (year 2027), Design Load: H 20, Features Intersected: TRIBTY OF BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.250, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 67.1m (220.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007 Find on map >>
Structure Number: 4700368, Location: .83 MILES EAST OF SR 58 (Lat: 41.411667, Lng: -82.193333), Route carried "on" structure: County highway 1, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 31,540 (year 1988), Truck Traffic: 9%, Average Future Daily Traffic: 65,014 (year 2027), Design Load: H 20, Features Intersected: OVER LOR-002 -0825 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.730, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), 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: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 4737156, Location: .13MI.SOUTH OF (Lat: 41.425000, Lng: -82.228333), Route carried "on" structure: City street M0152, Year Built: 1930, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,000 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 8,328 (year 2026), Design Load: H 20, Features Intersected: BEAVER CREEK KOLBE RD., Facility Carried by Structure: KOLBE RD. 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 31.5 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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 Find on map >>
Structure Number: 4737407, Location: 0.7MI.EAST OF (Lat: 41.381667, Lng: -82.240000), Route carried "on" structure: City street T0032, Year Built: 1994, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,650 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20, Features Intersected: BEAVER CR MIDDLE RIDGE, Facility Carried by Structure: MIDDLE RIDGE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 4737415, Location: .45MI.EAST OF PYLE (Lat: 41.381667, Lng: -82.226667), Route carried "on" structure: City street M0032, Year Built: 1954, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,550 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 2,151 (year 2027), Features Intersected: BEAVER CR MIDDLE RIDGE, Facility Carried by Structure: MIDDLE RIDGE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 31.5 metric tons, Structural Evaluation: Equal to present minimum criteria, 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4738071, Location: .12MI.WEST OF (Lat: 41.398333, Lng: -82.228333), Route carried "on" structure: City street M0001, Year Built: 1912, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,910 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 8,203 (year 2026), Features Intersected: BEAVER CR NORTH RIDGE RD, Facility Carried by Structure: N. RIDGE/MILAN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 31.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4738152, Location: NO DATA (Lat: 41.406667, Lng: -82.203333), Route carried "on" structure: City street M0001, Year Built: 1900, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,170 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 5,788 (year 2028), Features Intersected: BEAVER CR NORTH RDG RD., Facility Carried by Structure: NO DATA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 31.5 metric tons, Structural Evaluation: Better than present minimum criteria, 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4760018, Location: 0.3 MI.E. OF JCT. SR58 (Lat: 41.398333, Lng: -82.205000), Route carried "on" structure: City street M0004, Year Built: 1925, Year Reconstructed: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 750 (year 1990), Average Future Daily Traffic: 1,041 (year 2026), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK-PARK AVENUE, Facility Carried by Structure: PARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $28,000, Total Project Cost: $35,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 4760026, Location: 0.3 MI. E. OF N. LAKE ST. (Lat: 41.404167, Lng: -82.233333), Route carried "on" structure: City street M0002, Year Built: 1996, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,420 (year 1993), Average Future Daily Traffic: 1,971 (year 2026), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK-WEST MARTIN, Facility Carried by Structure: WEST MARTIN AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 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: 4760077, Location: 0.25 MI W.OF KOLBE ROAD (Lat: 41.416667, Lng: -82.225556), Route carried "on" structure: City street M0033, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 1,388 (year 2024), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK-COOPER-FO, Facility Carried by Structure: COOPER-FOSTER PK R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: April 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: 4760115, Location: 0.3 MI. E. OF LEAVITT RD (Lat: 41.416667, Lng: -82.206667), Route carried "on" structure: City street M0001, Year Built: 1976, Year Reconstructed: 2001, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,470 (year 1990), Average Future Daily Traffic: 2,040 (year 2026), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK-KRESGE DRIV, Facility Carried by Structure: KRESGE DRIVE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 4760123, Location: OVER BEAVER CREEK, Route carried "on" structure: City street SHADO, Year Built: 2004, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2024), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Excellent, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007 Find on map >>
Structure Number: 4700031, Location: 4.59 MI E OF ERIE CO LINE (Lat: 41.403333, Lng: -82.260000), Route carried "under" structure: City street 178, Year Built: 1966, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 450 (year 1991), Truck Traffic: 4%, Features Intersected: UNDER LOR-002 -0459L, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 6.96m (22.83ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft) Find on map >>
Structure Number: 4700066, Location: 4.59 MI E OF ERIE CO LINE (Lat: 41.403333, Lng: -82.260000), Route carried "under" structure: City street 178, Year Built: 1966, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 450 (year 1991), Truck Traffic: 4%, Features Intersected: UNDER LOR-002 -0459R, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft) Find on map >>
Structure Number: 4700082, Location: 5.86 MI E OF ERIE CO LINE (Lat: 41.410000, Lng: -82.238333), Route carried "under" structure: State highway 2, Year Built: 1976, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 33,936 (year 2005), Truck Traffic: 8%, Features Intersected: UNDER OAK POINT RD TH-91, Facility Carried by Structure: T-91 OAK POINT RD Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.943, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 4700155, Location: 6.49 MI E OF ERIE CO LINE (Lat: 41.411667, Lng: -82.226667), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 33,936 (year 2005), Truck Traffic: 8%, Features Intersected: UNDER KOLBE RD TH-152 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 1.045, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft) Find on map >>
Structure Number: 4700244, Location: 6.99 MI E OF ERIE CO LINE (Lat: 41.413333, Lng: -82.216667), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 6.69m (21.95ft), Average Daily Traffic: 33,936 (year 2005), Truck Traffic: 8%, Features Intersected: UNDER TERRA LANE ROAD, Facility Carried by Structure: TERRA LANE ROAD Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.125, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 4700279, Location: 7.42 MI E OF ERIE CO LINE (Lat: 41.413333, Lng: -82.208333), Route carried "under" structure: State highway 58, Year Built: 1966, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 26,300 (year 2005), Truck Traffic: 2%, Features Intersected: UNDER LOR-002 -0742L, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 3.922, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 4700309, Location: 7.42 MI E OF ERIE CO LINE (Lat: 41.413333, Lng: -82.208333), Route carried "under" structure: State highway 58, Year Built: 1966, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 22,250 (year 2005), Truck Traffic: 2%, Features Intersected: UNDER LOR-002 -0742R, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 3.917, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 4700368, Location: .83 MILES EAST OF SR 58 (Lat: 41.411667, Lng: -82.193333), Route carried "under" structure: State highway 2, Year Built: 1967, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 45,170 (year 2005), Truck Traffic: 6%, Features Intersected: UNDER NORTH RIDGE RD TH-, Facility Carried by Structure: T-1 NORTH RIDGE Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.328, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Discuss this city on our hugely popular Ohio forum Back to: Amherst, OH, Ohio, All US cities.
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