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


  • National Bridge Inventory (NBI) Statistics
  • 29Number of bridges
  • 374ft / 114mTotal length
  • $6,018,000Total costs
  • 520,631Total average daily traffic
  • 55,351Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Brecksville
  • No street view available for this location

New bridges in Brecksville, OH - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 61930-1939
  • 11940-1949
  • 41950-1959
  • 101960-1969
  • 31970-1979
  • 31990-1999
  • 12010-2019
Reconstructed bridges in Brecksville, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 31980-1989
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Brecksville, OH
Average Bridge Truck Traffic in Brecksville, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 38.9%Good
  • 33.3%Satisfactory
  • 11.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 27.8%Very good
  • 22.2%Good
  • 33.3%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 33.3%Good
  • 27.8%Satisfactory
  • 16.7%Fair
  • 5.6%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.3%Very good
  • 25.0%Good
  • 18.8%Satisfactory
  • 25.0%Fair
  • 18.8%Poor
  • 6.3%Critical
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Fair
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Structure Number: 180286,  Location: .13 M N SR-82 (Lat: 41.321881,  Lng: -81.626850),  Route carried "on" structure: State highway 21,  Year Built: 1995,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,240 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,765 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CHIPPEWA CRK .13 MI N 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1805649,  Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.283069,  Lng: -81.636761),  Route carried "on" structure: City street M1367,  Year Built: 1968,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,164 (year 2029),  Design Load: H 20,  Features Intersected: IR-77 (UND SNOWVILLE RD),  Facility Carried by Structure: SNOWVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.136,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  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: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1805673,  Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289389,  Lng: -81.637339),  Route carried "on" structure: County highway 187,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 16,260 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,569 (year 2022),  Design Load: HS 20,  Features Intersected: IR-77 (UND MILLER RD),  Facility Carried by Structure: MILLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.572,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State 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: 4,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1805738,  Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301561,  Lng: -81.645261),  Route carried "on" structure: City street 1138,  Year Built: 1968,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 2,000 (year 2009),  Average Future Daily Traffic: 2,776 (year 2029),  Design Load: H 15,  Features Intersected: IR-77 (UND VALLEY PKWY.),  Facility Carried by Structure: VALLEY PKWY.
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: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805762,  Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307711,  Lng: -81.649119),  Route carried "on" structure: County highway C0081,  Year Built: 1971,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 4,473 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,209 (year 2036),  Design Load: H 20,  Features Intersected: IR-77 (UND OAKES RD.),  Facility Carried by Structure: OAKES RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.971,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State 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: 4,  Length of Maximum Span: 25.6m (84.0ft),  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: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1807269,  Location: .25 MI E SR21 (Lat: 41.320219,  Lng: -81.621761),  Route carried "on" structure: State highway 82,  Year Built: 1932,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 28,437 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2035),  Design Load: H 20,  Features Intersected: CHIPPEWA CRK .40 MI E 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.145,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1829955,  Location: 2.1MI WEST OF EXIT 11 (Lat: 41.284100,  Lng: -81.657400),  Route carried "on" structure: County highway 74,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 3,956 (year 2017),  Average Future Daily Traffic: 34,922 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TURNPIKE,  Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.824,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1829971,  Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280081,  Lng: -81.648911),  Route carried "on" structure: City street M1191,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 30,000 (year 1990),  Truck Traffic: 20%,  Average Future Daily Traffic: 34,922 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: IR 80 OHIO TPK,  Facility Carried by Structure: BARR RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831682,  Location: 300 FT EAST OF HARRIS RD (Lat: 41.321250,  Lng: -81.640839),  Route carried "on" structure: County highway C0267,  Year Built: 1936,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 4,742 (year 1999),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,582 (year 2019),  Design Load: HS 15,  Features Intersected: CHIPPEWA CREEK,  Facility Carried by Structure: OLD ROYALTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  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: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $118,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1832662,  Location: 7873' NORTH OF VAUGHN RD (Lat: 41.307000,  Lng: -81.585989),  Route carried "on" structure: County highway 96,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 994 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,380 (year 2035),  Design Load: H 15,  Features Intersected: CREEK TO CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1833898,  Location: 3327' N OF PARKVIEW RD (Lat: 41.317300,  Lng: -81.592031),  Route carried "on" structure: County highway 96,  Year Built: 1974,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 994 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,380 (year 2035),  Design Load: HS 20,  Features Intersected: CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.053,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1834673,  Location: 247 FT N. OF WIESE ROAD (Lat: 41.338431,  Lng: -81.602889),  Route carried "on" structure: County highway 96,  Year Built: 1937,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 905 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,256 (year 2035),  Design Load: H 15,  Features Intersected: CREEK TO CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.821,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft)

Condition: Channel: Critical,  Culverts: Fair,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $70,000
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Structure Number: 1834894,  Location: 2532 FT W OF BRECKSVILLE (Lat: 41.322781,  Lng: -81.635589),  Route carried "on" structure: County highway C0267,  Year Built: 2011,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,700 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,360 (year 2032),  Design Load: HL 93,  Features Intersected: CHIPPEWA CREEK,  Facility Carried by Structure: OLD ROYALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1890646,  Location: 100 FT S OF VALLEY PARKWY (Lat: 41.304061,  Lng: -81.609450),  Route carried "on" structure: Other road CMP,  Year Built: 1940,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,000 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,776 (year 2015),  Features Intersected: TRIBUTARY OF CHIPPEWA CR,  Facility Carried by Structure: MEADOWS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1890735,  Location: 150 FT WEST VALLEY PKWY (Lat: 41.315989,  Lng: -81.601039),  Route carried "on" structure: Other road CMP,  Year Built: 1938,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,000 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,552 (year 2015),  Features Intersected: TRIBUTARY OF CHIPPEWA CR,  Facility Carried by Structure: CHIPPEWA CRK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.055,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: June 2021
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Structure Number: 1891227,  Location: 1500 FT W.OF RIVERVIEW RD (Lat: 41.316669,  Lng: -81.598061),  Route carried "on" structure: Other road CMP,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,000 (year 1990),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,776 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: CHIPPEWA CREEK,  Facility Carried by Structure: CHIPPEWA CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7706871,  Location: 3.43 MI W OF SR 8 (Lat: 41.321289,  Lng: -81.587189),  Route carried "on" structure: State highway 82,  Year Built: 1931,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 34.53m (113.29ft),  Average Daily Traffic: 10,523 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,606 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CUY RIV-B&O RR-BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 35.78m (117.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Roadway Improvement Cost: $405,000,  Total Project Cost: $5,187,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7733038,  Location: 100 FT S COLUMBIA RD (Lat: 41.275600,  Lng: -81.568011),  Route carried "on" structure: County highway C0009,  Year Built: 1929,  Status: Posted for load,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,800 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,886 (year 2035),  Features Intersected: COLUMBIA RUN,  Facility Carried by Structure: RIVERVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.014,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7733119,  Location: 2700 FT N OF BOSTON MILLS (Lat: 41.270381,  Lng: -81.550711),  Route carried "on" structure: County highway C0115,  Year Built: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 301 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 418 (year 2035),  Design Load: H 20,  Features Intersected: STANFORD RUN,  Facility Carried by Structure: HINES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: 7751001,  Location: 2100 FT E OF RIVERVIEW RD (Lat: 41.288331,  Lng: -81.565000),  Route carried "on" structure: County highway C0111,  Year Built: 1967,  Status: Posted for load,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 1,889 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,622 (year 2035),  Design Load: HS 20,  Features Intersected: CUYAHOGA RIVER,  Facility Carried by Structure: HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7751095,  Location: 1000 FT S OF SAGAMORE RD (Lat: 41.348750,  Lng: -81.590569),  Route carried "on" structure: County highway C0025,  Year Built: 1939,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,196 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,152 (year 2035),  Design Load: H 15,  Features Intersected: FEEDER TO OHIO CANAL,  Facility Carried by Structure: VALLEYVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
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Structure Number: 6160051P,  Location: 0.7 MILES NORTH OF BOSTON (Lat: 41.273453,  Lng: -81.557128),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 48 (year 2034),  Features Intersected: CREEK,  Facility Carried by Structure: STANFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805649,  Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.283069,  Lng: -81.636761),  Route carried "under" structure: Interstate 77,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 54,754 (year 2016),  Truck Traffic: 10%,  Features Intersected: SNOWVILLE RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.621,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1805673,  Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289389,  Lng: -81.637339),  Route carried "under" structure: Interstate 77,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 54,754 (year 2016),  Truck Traffic: 10%,  Features Intersected: CR-187 (MILLER RD),  Facility Carried by Structure: MILLER RD.
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.321,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 1805703,  Location: 1.2 MI. S. OF JCT. SR-82 (Lat: 41.299419,  Lng: -81.643789),  Route carried "under" structure: Interstate 77,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 65,566 (year 2016),  Truck Traffic: 10%,  Features Intersected: CR-74 (HIGHLAND DR),  Facility Carried by Structure: HIGHLAND DR
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.614,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1805738,  Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301561,  Lng: -81.645261),  Route carried "under" structure: Interstate 77,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 65,566 (year 2016),  Truck Traffic: 10%,  Features Intersected: VALLEY PARKWAY,  Facility Carried by Structure: VALLEY PKWY.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.831,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1805762,  Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307711,  Lng: -81.649119),  Route carried "under" structure: Interstate 77,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 65,566 (year 2016),  Truck Traffic: 10%,  Features Intersected: CR-81 (OAKES RD),  Facility Carried by Structure: OAKES RD.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 3.589,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1829955,  Location: 2.1MI WEST OF EXIT 11 (Lat: 41.284100,  Lng: -81.657400),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 43,815 (year 2017),  Truck Traffic: 27%,  Features Intersected: HIGHLAND DR CR74,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 28.791,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1829971,  Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280081,  Lng: -81.648911),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 25,160 (year 1972),  Features Intersected: BARR RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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