Bridge Statistics for Trinway, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 177ft / 53.7mTotal length
- $76,000Total costs
- 28,892Total average daily traffic
- 3,106Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Trinway
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11930-1939
- 21950-1959
- 11960-1969
- 21970-1979
- 21990-1999
- 112000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 26.3%Very good
- 36.8%Good
- 15.8%Satisfactory
- 5.3%Fair
- 10.5%Poor
- 5.3%Critical
- Bridge Condition - Superstructure
- 26.3%Very good
- 42.1%Good
- 15.8%Satisfactory
- 5.3%Fair
- 10.5%Poor
- Bridge Condition - Substructure
- 26.3%Very good
- 26.3%Good
- 26.3%Satisfactory
- 15.8%Fair
- 5.3%Serious
- Bridge Condition - Channel
- 11.8%Very good
- 47.1%Good
- 23.5%Satisfactory
- 5.9%Fair
- 11.8%Poor
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Structure Number: 1600672, Location: .24 MILE N OF MUS CO LIN (Lat: 40.164150, Lng: -82.025539), Route carried "on" structure: State highway 60, Year Built: 2002, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 1,559 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,164 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL FK OF LIT WAKATOMIK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 3 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: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600672, Location: .24 MILE N OF MUS CO LIN (Lat: 40.164150, Lng: -82.025539), Route carried "on" structure: State highway 60, Year Built: 2002, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 1,559 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,164 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL FK OF LIT WAKATOMIK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 3 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: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1600702, Location: 1.3 M N OF MUS CO LINE (Lat: 40.178139, Lng: -82.030119), Route carried "on" structure: State highway 60, Year Built: 2002, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,559 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,164 (year 2035), Design Load: HS 20+Mod, Features Intersected: SAND FK OF LIT WAKAKTOMI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600702, Location: 1.3 M N OF MUS CO LINE (Lat: 40.178139, Lng: -82.030119), Route carried "on" structure: State highway 60, Year Built: 2002, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,559 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,164 (year 2035), Design Load: HS 20+Mod, Features Intersected: SAND FK OF LIT WAKAKTOMI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1630121, Location: 0.1 mile S jct TR75 (Lat: 40.179031, Lng: -81.987700), Route carried "on" structure: County highway C0006, Year Built: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 278 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, 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: 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1630121, Location: 0.1 mile S jct TR75 (Lat: 40.179031, Lng: -81.987700), Route carried "on" structure: County highway C0006, Year Built: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 278 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, 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: 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1630458, Location: 0.1 mile N jct CR6 (Lat: 40.168231, Lng: -82.004419), Route carried "on" structure: County highway C0439, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 62 (year 2035), Design Load: HS 20, Features Intersected: MILL FORK CREEK, Facility Carried by Structure: COUNTY ROAD 439
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 1630458, Location: 0.1 mile N jct CR6 (Lat: 40.168231, Lng: -82.004419), Route carried "on" structure: County highway C0439, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 62 (year 2035), Design Load: HS 20, Features Intersected: MILL FORK CREEK, Facility Carried by Structure: COUNTY ROAD 439
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 1630881, Location: 0.1 mile E jct CR4 (Lat: 40.201389, Lng: -82.020561), Route carried "on" structure: County highway T1239, Year Built: 1978, Year Reconstructed: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: SAND FORK CREEK, Facility Carried by Structure: TOWNSHIP ROAD 1239
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1630881, Location: 0.1 mile E jct CR4 (Lat: 40.201389, Lng: -82.020561), Route carried "on" structure: County highway T1239, Year Built: 1978, Year Reconstructed: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: SAND FORK CREEK, Facility Carried by Structure: TOWNSHIP ROAD 1239
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1632647, Location: 0.1 mile N jct CR436 (Lat: 40.172511, Lng: -82.045619), Route carried "on" structure: County highway T0486, Year Built: 1960, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: TOWNSHIP ROAD 486
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Critical, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1632647, Location: 0.1 mile N jct CR436 (Lat: 40.172511, Lng: -82.045619), Route carried "on" structure: County highway T0486, Year Built: 1960, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: TOWNSHIP ROAD 486
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Critical, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1632817, Location: 0.1 mile E jct SR60 (Lat: 40.168200, Lng: -82.004369), Route carried "on" structure: County highway C0439, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 45 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 62 (year 2035), Features Intersected: CREEK (MILL FORK), Facility Carried by Structure: COUNTY ROAD 439
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1632817, Location: 0.1 mile E jct SR60 (Lat: 40.168200, Lng: -82.004369), Route carried "on" structure: County highway C0439, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 45 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 62 (year 2035), Features Intersected: CREEK (MILL FORK), Facility Carried by Structure: COUNTY ROAD 439
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1633988, Location: 50 FT W INT TR486 (Lat: 40.183111, Lng: -82.052011), Route carried "on" structure: County highway T0440, Year Built: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: TOWNSHIP ROAD 440
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 1633988, Location: 50 FT W INT TR486 (Lat: 40.183111, Lng: -82.052011), Route carried "on" structure: County highway T0440, Year Built: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: TOWNSHIP ROAD 440
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 1634089, Location: 50FT W OF COUNTY ROAD 297 (Lat: 40.189461, Lng: -81.981750), Route carried "on" structure: County highway C0006, Year Built: 1992, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 278 (year 2035), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1634089, Location: 50FT W OF COUNTY ROAD 297 (Lat: 40.189461, Lng: -81.981750), Route carried "on" structure: County highway C0006, Year Built: 1992, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 278 (year 2035), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 1634747, Location: 0.1 MI. W. SR 60 (Lat: 40.170981, Lng: -82.030139), Route carried "on" structure: County highway C0436, Year Built: 2007, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 25 or greater, Features Intersected: WAKATOMIKA CREEK, Facility Carried by Structure: COUNTY ROAD 436
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 68.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1634747, Location: 0.1 MI. W. SR 60 (Lat: 40.170981, Lng: -82.030139), Route carried "on" structure: County highway C0436, Year Built: 2007, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 25 or greater, Features Intersected: WAKATOMIKA CREEK, Facility Carried by Structure: COUNTY ROAD 436
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 68.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1635786, Location: 0.1 mile E jct CR6 (Lat: 40.182211, Lng: -81.986869), Route carried "on" structure: County highway C0075, Year Built: 2000, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL FORK, Facility Carried by Structure: COUNTY ROAD 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1635786, Location: 0.1 mile E jct CR6 (Lat: 40.182211, Lng: -81.986869), Route carried "on" structure: County highway C0075, Year Built: 2000, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL FORK, Facility Carried by Structure: COUNTY ROAD 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 600015, Location: 1 MI W OF COS CO LINE (Lat: 40.154761, Lng: -81.974489), Route carried "on" structure: State highway 16, Year Built: 1951, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,843 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 10,886 (year 2035), Design Load: HS 20, Features Intersected: OVER GRAHAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.6 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: 29.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 600015, Location: 1 MI W OF COS CO LINE (Lat: 40.154761, Lng: -81.974489), Route carried "on" structure: State highway 16, Year Built: 1951, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,843 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 10,886 (year 2035), Design Load: HS 20, Features Intersected: OVER GRAHAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.6 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: 29.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6000193, Location: .2 MI WEST OF JCT SR 60 (Lat: 40.155839, Lng: -82.031869), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 3,099 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 4,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: WB 16 OVER WAKATOMIKA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.900, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6000193, Location: .2 MI WEST OF JCT SR 60 (Lat: 40.155839, Lng: -82.031869), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 3,099 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 4,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: WB 16 OVER WAKATOMIKA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.900, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6000207, Location: AT JCT OF SR 60 (Lat: 40.155231, Lng: -82.026111), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,409 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 3,344 (year 2035), Design Load: HS 20+Mod, Features Intersected: WB SR 16 OVER SR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.399, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6000207, Location: AT JCT OF SR 60 (Lat: 40.155231, Lng: -82.026111), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,409 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 3,344 (year 2035), Design Load: HS 20+Mod, Features Intersected: WB SR 16 OVER SR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.399, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 600032, Location: .2 MI WEST OF JCT SR 60 (Lat: 40.155581, Lng: -82.032061), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 3,099 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 4,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: 16 OVER LIT WAKATOMIKA C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 600032, Location: .2 MI WEST OF JCT SR 60 (Lat: 40.155581, Lng: -82.032061), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 3,099 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 4,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: 16 OVER LIT WAKATOMIKA C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6000355, Location: AT JCT SR 60 (Lat: 40.155000, Lng: -82.026231), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,409 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 3,344 (year 2035), Design Load: HS 20+Mod, Features Intersected: EB SR 16 OVER SR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.399, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6000355, Location: AT JCT SR 60 (Lat: 40.155000, Lng: -82.026231), Route carried "on" structure: State highway 16, Year Built: 2002, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,409 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 3,344 (year 2035), Design Load: HS 20+Mod, Features Intersected: EB SR 16 OVER SR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.399, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6044387, Location: 0.26 MI W OF SR 60 (Lat: 40.153461, Lng: -82.032450), Route carried "on" structure: County highway T0401, Year Built: 1900, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: CASS IRISH RIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 6044387, Location: 0.26 MI W OF SR 60 (Lat: 40.153461, Lng: -82.032450), Route carried "on" structure: County highway T0401, Year Built: 1900, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: CASS IRISH RIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 6044492, Location: 0.1 MI N OF SR 16 (Lat: 40.157639, Lng: -81.948450), Route carried "on" structure: County highway T0481, Year Built: 1900, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: MUSKINGUM RIVER TRIB, Facility Carried by Structure: TOBACCO HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6044492, Location: 0.1 MI N OF SR 16 (Lat: 40.157639, Lng: -81.948450), Route carried "on" structure: County highway T0481, Year Built: 1900, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: MUSKINGUM RIVER TRIB, Facility Carried by Structure: TOBACCO HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6044719, Location: 0.5 MI W OF JCT SR 60 (Lat: 40.152719, Lng: -82.037639), Route carried "on" structure: County highway C0616, Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 946 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 1,313 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: RAIDERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6044719, Location: 0.5 MI W OF JCT SR 60 (Lat: 40.152719, Lng: -82.037639), Route carried "on" structure: County highway C0616, Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 946 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 1,313 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WAKATOMIKA CREEK, Facility Carried by Structure: RAIDERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 6000207, Location: AT JCT OF SR 60 (Lat: 40.155231, Lng: -82.026111), Route carried "under" structure: State highway 60, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 4%, Features Intersected: SR 60 UNDER WB SR 16, Facility Carried by Structure: STATE ROUTE 16
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 56.506, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 6000207, Location: AT JCT OF SR 60 (Lat: 40.155231, Lng: -82.026111), Route carried "under" structure: State highway 60, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 4%, Features Intersected: SR 60 UNDER WB SR 16, Facility Carried by Structure: STATE ROUTE 16
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 56.506, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 6000355, Location: AT JCT SR 60 (Lat: 40.155000, Lng: -82.026231), Route carried "under" structure: State highway 60, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 4%, Features Intersected: SR 60 UNDER EB SR 16, Facility Carried by Structure: EASTBOUND SR 16
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 56.477, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 6000355, Location: AT JCT SR 60 (Lat: 40.155000, Lng: -82.026231), Route carried "under" structure: State highway 60, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 4%, Features Intersected: SR 60 UNDER EB SR 16, Facility Carried by Structure: EASTBOUND SR 16
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 56.477, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)