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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 210ft / 63.9mTotal length
  • 480,765Total average daily traffic
  • 28,719Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fairlawn
  • No street view available for this location

New bridges in Fairlawn, OH - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21960-1969
  • 141970-1979
  • 11990-1999
  • 22000-2009
Reconstructed bridges in Fairlawn, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 01990-1999
  • 62000-2009
Average Bridge Daily Traffic in Fairlawn, OH
Average Bridge Truck Traffic in Fairlawn, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Very good
  • 11.1%Satisfactory
  • 22.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 55.6%Very good
  • 11.1%Good
  • 33.3%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 44.4%Very good
  • 55.6%Good
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Very good
  • 50.0%Satisfactory
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Structure Number: 7701756,  Location: 1.48 MI N OF SR 162 (Lat: 41.120739,  Lng: -81.653639),  Route carried "on" structure: Ramp Interstate 77,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 2,290 (year 1992),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,397 (year 2012),  Design Load: HS 20+Mod,  Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.808,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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 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: July 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: 7703953,  Location: 2.81 MI N OF SR 162 (Lat: 41.113761,  Lng: -81.611850),  Route carried "on" structure: County highway C0083,  Year Built: 1971,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 29,755 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 89,917 (year 2035),  Design Load: HS 20,  Features Intersected: IR 77,  Facility Carried by Structure: RIDGEWOOD RD CR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.775,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7703988,  Location: 1.39 MI W OF SR 21 (Lat: 41.119150,  Lng: -81.627811),  Route carried "on" structure: City street M2558,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 98,458 (year 2035),  Design Load: H 15,  Features Intersected: IR 77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: 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 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7704003,  Location: 1.10 MI S OF SR 21 (Lat: 41.119181,  Lng: -81.638981),  Route carried "on" structure: Interstate 77,  Year Built: 1971,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 28,156 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,081 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER CLEV MASS RD CR-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.601,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 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: 45.4 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7704011,  Location: 1.10 MI S OF SR 21 (Lat: 41.119469,  Lng: -81.638861),  Route carried "on" structure: Interstate 77,  Year Built: 1971,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 28,156 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,081 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER CLEV MASS RD CR-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.601,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.1 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: 42.1 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7704038,  Location: 0.33 MI S OF SR 21 (Lat: 41.122950,  Lng: -81.652719),  Route carried "on" structure: Interstate 77,  Year Built: 1973,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 25,599 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,531 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER SUM-SR 21-9.42 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.888,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7704046,  Location: 0.33 MI S OF SR 21 (Lat: 41.123139,  Lng: -81.652419),  Route carried "on" structure: Interstate 77,  Year Built: 1973,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 25,599 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,531 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER SUM-SR 21-9.44 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.888,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 770407,  Location: 0.54 MIS OF SR 21 (Lat: 41.120450,  Lng: -81.650311),  Route carried "on" structure: Ramp Interstate 77,  Year Built: 2007,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 2,000 (year 1970),  Truck Traffic: 20%,  Average Future Daily Traffic: 35,531 (year 1990),  Design Load: HS 25 or greater,  Features Intersected: IR 77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.567,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 7704089,  Location: 1.08 MI N OF SR 18 (Lat: 41.146431,  Lng: -81.637181),  Route carried "on" structure: County highway C0017,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 9,458 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 79,444 (year 2035),  Design Load: H 20,  Features Intersected: I-77,  Facility Carried by Structure: CLEV-MASSILLON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.924,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 32.4 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: 22.7 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,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7735316,  Location: 1500 FT W OF MILLER RD (Lat: 41.112219,  Lng: -81.614439),  Route carried "on" structure: County highway C0083,  Year Built: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 29,755 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SHOCALOG DITCH,  Facility Carried by Structure: RIDGEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: Very good,  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: 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 7764391,  Location: 100 FEET S OF BANCROFT RD (Lat: 41.126300,  Lng: -81.625761),  Route carried "on" structure: City street ELGIN,  Year Built: 1900,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 500 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 694 (year 2023),  Design Load: HS 20,  Features Intersected: SCHOCALOG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: 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: May 2021
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Structure Number: 7701756,  Location: 1.48 MI N OF SR 162 (Lat: 41.120739,  Lng: -81.653639),  Route carried "under" structure: State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 15,416 (year 2015),  Truck Traffic: 7%,  Features Intersected: 77 NB OFF RMP BR TO 21 S
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 14.903,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 7703953,  Location: 2.81 MI N OF SR 162 (Lat: 41.113761,  Lng: -81.611850),  Route carried "under" structure: Interstate 77,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 64,782 (year 2015),  Truck Traffic: 6%,  Features Intersected: UNDER RIDGEWOOD RD CR-83,  Facility Carried by Structure: RIDGEWOOD RD CR 8
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 32.123,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 7703988,  Location: 1.39 MI W OF SR 21 (Lat: 41.119150,  Lng: -81.627811),  Route carried "under" structure: Interstate 77,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 70,935 (year 2015),  Truck Traffic: 6%,  Features Intersected: U/ BRUNSDORPH DR MR2558
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 33.716,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7704003,  Location: 1.10 MI S OF SR 21 (Lat: 41.119181,  Lng: -81.638981),  Route carried "under" structure: County highway 17,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 16,701 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 23.722,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7704011,  Location: 1.10 MI S OF SR 21 (Lat: 41.119469,  Lng: -81.638861),  Route carried "under" structure: County highway 17,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 16,701 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 23.738,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7704038,  Location: 0.33 MI S OF SR 21 (Lat: 41.122950,  Lng: -81.652719),  Route carried "under" structure: State highway 21,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 15,416 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER IR-77 SB,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 15.160,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 7704046,  Location: 0.33 MI S OF SR 21 (Lat: 41.123139,  Lng: -81.652419),  Route carried "under" structure: State highway 21,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 15,416 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER IR-77 NB,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 15.192,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 770407,  Location: 0.54 MIS OF SR 21 (Lat: 41.120450,  Lng: -81.650311),  Route carried "under" structure: Interstate 77,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 25,599 (year 2015),  Truck Traffic: 7%,  Features Intersected: IR 77 NB TO SR 21 SB OVR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 35.567,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 7704089,  Location: 1.08 MI N OF SR 18 (Lat: 41.146431,  Lng: -81.637181),  Route carried "under" structure: Interstate 77,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 57,236 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER CLEVE-MASS RD CR-1,  Facility Carried by Structure: CLEV-MASSILLON RD
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 39.091,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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