Bridge Statistics for Pataskala, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 203ft / 62.0mTotal length
- 127,016Total average daily traffic
- 6,520Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pataskala
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11930-1939
- 11940-1949
- 11960-1969
- 11970-1979
- 11980-1989
- 91990-1999
- 102000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 10.0%Excellent
- 35.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 15.0%Fair
- Bridge Condition - Superstructure
- 9.5%Excellent
- 47.6%Very good
- 28.6%Good
- 14.3%Fair
- Bridge Condition - Substructure
- 9.5%Excellent
- 19.0%Very good
- 52.4%Good
- 9.5%Satisfactory
- 9.5%Fair
- Bridge Condition - Channel
- 3.6%Excellent
- 7.1%Very good
- 39.3%Good
- 32.1%Satisfactory
- 14.3%Fair
- 3.6%Poor
- Bridge Condition - Culverts
- 22.2%Very good
- 11.1%Good
- 11.1%Satisfactory
- 44.4%Fair
- 11.1%Poor
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Structure Number: 4500555, Location: 2 M W OF JCT SR 310 (Lat: 39.996900, Lng: -82.712431), Route carried "on" structure: State highway 16, Year Built: 1988, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 13,018 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 18,069 (year 2035), Design Load: HS 20+Mod, Features Intersected: OHIO CENTRAL & CSX RR'S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4500555, Location: 2 M W OF JCT SR 310 (Lat: 39.996900, Lng: -82.712431), Route carried "on" structure: State highway 16, Year Built: 1988, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 13,018 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 18,069 (year 2035), Design Load: HS 20+Mod, Features Intersected: OHIO CENTRAL & CSX RR'S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4500571, Location: 1 M W OF JCT SR 310 (Lat: 40.000019, Lng: -82.693861), Route carried "on" structure: State highway 16, Year Built: 1928, Year Reconstructed: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 13,018 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 18,069 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR16 OVER MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4500571, Location: 1 M W OF JCT SR 310 (Lat: 40.000019, Lng: -82.693861), Route carried "on" structure: State highway 16, Year Built: 1928, Year Reconstructed: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 13,018 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 18,069 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR16 OVER MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4500598, Location: AT JCT OF SR 310 (Lat: 40.003231, Lng: -82.674319), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 13,200 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 18,322 (year 2035), Design Load: HS 20, Features Intersected: SR16OVR S.F.LICKING RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4500598, Location: AT JCT OF SR 310 (Lat: 40.003231, Lng: -82.674319), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 13,200 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 18,322 (year 2035), Design Load: HS 20, Features Intersected: SR16OVR S.F.LICKING RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 450567, Location: .9 M S OF JCT SR 16 (Lat: 39.990700, Lng: -82.676400), Route carried "on" structure: State highway 310, Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,908 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 15,140 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 310 OVER MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.373, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 450567, Location: .9 M S OF JCT SR 16 (Lat: 39.990700, Lng: -82.676400), Route carried "on" structure: State highway 310, Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,908 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 15,140 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 310 OVER MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.373, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 4505735, Location: .9 M N OF JCT SR 16 (Lat: 40.088861, Lng: -82.662939), Route carried "on" structure: State highway 310, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,502 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,861 (year 2035), Design Load: H 15, Features Intersected: SR 310 OVER PET RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021
Structure Number: 4505735, Location: .9 M N OF JCT SR 16 (Lat: 40.088861, Lng: -82.662939), Route carried "on" structure: State highway 310, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,502 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,861 (year 2035), Design Load: H 15, Features Intersected: SR 310 OVER PET RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021
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Structure Number: 4505751, Location: AT JCT SR 161 (Lat: 40.076781, Lng: -82.666661), Route carried "on" structure: State highway 310, Year Built: 2007, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 7,514 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,429 (year 2035), Design Load: HS 25 or greater, Features Intersected: SR310 OVER SR161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.174, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than 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: 4505751, Location: AT JCT SR 161 (Lat: 40.076781, Lng: -82.666661), Route carried "on" structure: State highway 310, Year Built: 2007, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 7,514 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,429 (year 2035), Design Load: HS 25 or greater, Features Intersected: SR310 OVER SR161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.174, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than 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: 4533941, Location: 1.1 Mi W of Watkins Rd (Lat: 40.000900, Lng: -82.665850), Route carried "on" structure: County highway C0034, Year Built: 1900, Year Reconstructed: 1967, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,289 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,789 (year 2035), Features Intersected: Trib of South Fork, Facility Carried by Structure: Blacks Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 19.4 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: 16.2 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021
Structure Number: 4533941, Location: 1.1 Mi W of Watkins Rd (Lat: 40.000900, Lng: -82.665850), Route carried "on" structure: County highway C0034, Year Built: 1900, Year Reconstructed: 1967, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,289 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,789 (year 2035), Features Intersected: Trib of South Fork, Facility Carried by Structure: Blacks Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 19.4 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: 16.2 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021
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Structure Number: 4533968, Location: 0.3 Mi E of Watkins Rd (Lat: 39.999489, Lng: -82.638881), Route carried "on" structure: County highway C0034, Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,960 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,720 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Blacks Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4533968, Location: 0.3 Mi E of Watkins Rd (Lat: 39.999489, Lng: -82.638881), Route carried "on" structure: County highway C0034, Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,960 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,720 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Blacks Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4535359, Location: 0.2 Mi E of Mink St (Lat: 40.053589, Lng: -82.727769), Route carried "on" structure: County highway C0025, Year Built: 1997, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,710 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 2,373 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Morse Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4535359, Location: 0.2 Mi E of Mink St (Lat: 40.053589, Lng: -82.727769), Route carried "on" structure: County highway C0025, Year Built: 1997, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,710 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 2,373 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Morse Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4535457, Location: 0.2 Mi N of Morse Rd (Lat: 40.057500, Lng: -82.729931), Route carried "on" structure: County highway C0041, Year Built: 2017, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,632 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,265 (year 2037), Design Load: HL 93, Features Intersected: South Fork, Facility Carried by Structure: Mink St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4535457, Location: 0.2 Mi N of Morse Rd (Lat: 40.057500, Lng: -82.729931), Route carried "on" structure: County highway C0041, Year Built: 2017, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,632 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,265 (year 2037), Design Load: HL 93, Features Intersected: South Fork, Facility Carried by Structure: Mink St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4536355, Location: 0.6 Mi S of Blacks Rd (Lat: 39.989861, Lng: -82.625819), Route carried "on" structure: County highway C0039, Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,972 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,737 (year 2035), Design Load: H 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: York Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4536355, Location: 0.6 Mi S of Blacks Rd (Lat: 39.989861, Lng: -82.625819), Route carried "on" structure: County highway C0039, Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,972 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,737 (year 2035), Design Load: H 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: York Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4537041, Location: 250 Ft N of Refugee Rd (Lat: 39.970961, Lng: -82.645869), Route carried "on" structure: County highway C0042, Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,394 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,099 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Watkins Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 4537041, Location: 250 Ft N of Refugee Rd (Lat: 39.970961, Lng: -82.645869), Route carried "on" structure: County highway C0042, Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,394 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,099 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Watkins Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 4537203, Location: 0.3 Mi N of US 40 (Lat: 39.962669, Lng: -82.646711), Route carried "on" structure: County highway C0042, Year Built: 1995, Year Reconstructed: 2009, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,326 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 6,004 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Watkins Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022
Structure Number: 4537203, Location: 0.3 Mi N of US 40 (Lat: 39.962669, Lng: -82.646711), Route carried "on" structure: County highway C0042, Year Built: 1995, Year Reconstructed: 2009, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,326 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 6,004 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Watkins Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022
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Structure Number: 4537297, Location: 0.3 Mi N of Refugee Rd (Lat: 39.974631, Lng: -82.645650), Route carried "on" structure: County highway C0042, Year Built: 1997, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,394 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,099 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Watkins Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4537297, Location: 0.3 Mi N of Refugee Rd (Lat: 39.974631, Lng: -82.645650), Route carried "on" structure: County highway C0042, Year Built: 1997, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,394 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,099 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Watkins Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4537734, Location: 0.4 Mi W of Watkins Rd (Lat: 39.976389, Lng: -82.652831), Route carried "on" structure: County highway T0151, Year Built: 2002, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,619 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,247 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4537734, Location: 0.4 Mi W of Watkins Rd (Lat: 39.976389, Lng: -82.652831), Route carried "on" structure: County highway T0151, Year Built: 2002, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,619 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,247 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4538099, Location: 950 Ft E of Watkins Rd (Lat: 39.970150, Lng: -82.642561), Route carried "on" structure: County highway T0030, Year Built: 2008, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 311 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Refugee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 48.6 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: 35.6 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4538099, Location: 950 Ft E of Watkins Rd (Lat: 39.970150, Lng: -82.642561), Route carried "on" structure: County highway T0030, Year Built: 2008, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 311 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Refugee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 48.6 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: 35.6 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4538383, Location: 480 Ft W of Watkins Rd (Lat: 39.970400, Lng: -82.647589), Route carried "on" structure: County highway T0030, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 311 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Refugee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 4538383, Location: 480 Ft W of Watkins Rd (Lat: 39.970400, Lng: -82.647589), Route carried "on" structure: County highway T0030, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 311 (year 2035), Design Load: HS 20, Features Intersected: Trib of South Fork, Facility Carried by Structure: Refugee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 4563093, Location: S of Headleys Mill Rd (Lat: 40.046881, Lng: -82.718900), Route carried "on" structure: County highway T0158, Year Built: 2011, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,796 (year 2035), Design Load: HS 25 or greater, Features Intersected: South Fork Licking River, Facility Carried by Structure: OLD MAIDS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4563093, Location: S of Headleys Mill Rd (Lat: 40.046881, Lng: -82.718900), Route carried "on" structure: County highway T0158, Year Built: 2011, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,796 (year 2035), Design Load: HS 25 or greater, Features Intersected: South Fork Licking River, Facility Carried by Structure: OLD MAIDS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4563255, Location: 0.2 MI W OF CR 28 (Lat: 40.024411, Lng: -82.688861), Route carried "on" structure: County highway T0156, Year Built: 2010, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 648 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 899 (year 2035), Design Load: HS 25 or greater, Features Intersected: South Fork Licking Riv, Facility Carried by Structure: CABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.230, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4563255, Location: 0.2 MI W OF CR 28 (Lat: 40.024411, Lng: -82.688861), Route carried "on" structure: County highway T0156, Year Built: 2010, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 648 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 899 (year 2035), Design Load: HS 25 or greater, Features Intersected: South Fork Licking Riv, Facility Carried by Structure: CABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.230, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4563301, Location: 0.25 MI NW OF JCT TR 155 (Lat: 40.018069, Lng: -82.679800), Route carried "on" structure: County highway C0028, Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG HOLLOW HEADLEYS MILL, Facility Carried by Structure: HEADLEYS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4563301, Location: 0.25 MI NW OF JCT TR 155 (Lat: 40.018069, Lng: -82.679800), Route carried "on" structure: County highway C0028, Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG HOLLOW HEADLEYS MILL, Facility Carried by Structure: HEADLEYS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4563328, Location: 0.3 MI S JCT HEADLEYS MIL (Lat: 40.030431, Lng: -82.699131), Route carried "on" structure: County highway T0157, Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 25 or greater, Features Intersected: South Fork Licking River, Facility Carried by Structure: COURTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 4563328, Location: 0.3 MI S JCT HEADLEYS MIL (Lat: 40.030431, Lng: -82.699131), Route carried "on" structure: County highway T0157, Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 25 or greater, Features Intersected: South Fork Licking River, Facility Carried by Structure: COURTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 4563379, Location: 0.2 MI W JCT SR 310 (Lat: 40.016561, Lng: -82.681639), Route carried "on" structure: County highway T0155, Year Built: 2012, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 252 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2035), Design Load: HL 93, Features Intersected: South Fork Licking River, Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4563379, Location: 0.2 MI W JCT SR 310 (Lat: 40.016561, Lng: -82.681639), Route carried "on" structure: County highway T0155, Year Built: 2012, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 252 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2035), Design Load: HL 93, Features Intersected: South Fork Licking River, Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4563417, Location: 0.1 MI E OF JCT SR-310 (Lat: 39.998050, Lng: -82.673231), Route carried "on" structure: City street T0027, Year Built: 1994, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 150 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 208 (year 2016), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LICKING RIVER, Facility Carried by Structure: TOWNSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4563417, Location: 0.1 MI E OF JCT SR-310 (Lat: 39.998050, Lng: -82.673231), Route carried "on" structure: City street T0027, Year Built: 1994, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 150 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 208 (year 2016), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LICKING RIVER, Facility Carried by Structure: TOWNSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4563477, Location: 0.15 MI N OF SR16 (Lat: 40.002331, Lng: -82.696400), Route carried "on" structure: County highway T0038, Year Built: 2017, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 660 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 916 (year 2037), Design Load: HL 93, Features Intersected: MUDDY FORK, Facility Carried by Structure: COLUMBIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4563477, Location: 0.15 MI N OF SR16 (Lat: 40.002331, Lng: -82.696400), Route carried "on" structure: County highway T0038, Year Built: 2017, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 660 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 916 (year 2037), Design Load: HL 93, Features Intersected: MUDDY FORK, Facility Carried by Structure: COLUMBIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 4563743, Location: 0.2 M N OF JCT CR41 (Lat: 40.017989, Lng: -82.727961), Route carried "on" structure: County highway C0041, Year Built: 1960, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,470 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,816 (year 2035), Design Load: HS 20+Mod, Features Intersected: MUDDY FORK MINK STREET, Facility Carried by Structure: MINK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4563743, Location: 0.2 M N OF JCT CR41 (Lat: 40.017989, Lng: -82.727961), Route carried "on" structure: County highway C0041, Year Built: 1960, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,470 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,816 (year 2035), Design Load: HS 20+Mod, Features Intersected: MUDDY FORK MINK STREET, Facility Carried by Structure: MINK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4563808, Location: 0.5 MI E OF JCT CR 41 (Lat: 40.011000, Lng: -82.717211), Route carried "on" structure: County highway T0038, Year Built: 1995, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 568 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 788 (year 2035), Design Load: HS 20+Mod, Features Intersected: Muddy Fork, Facility Carried by Structure: COLUMBIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.6 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: 35.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4563808, Location: 0.5 MI E OF JCT CR 41 (Lat: 40.011000, Lng: -82.717211), Route carried "on" structure: County highway T0038, Year Built: 1995, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 568 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 788 (year 2035), Design Load: HS 20+Mod, Features Intersected: Muddy Fork, Facility Carried by Structure: COLUMBIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.6 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: 35.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4563859, Location: 0.1 MI E JCT SR 310 (Lat: 39.990569, Lng: -82.672889), Route carried "on" structure: City street T0151, Year Built: 1996, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 278 (year 2017), Design Load: HS 20, Features Intersected: Muddy Fork, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 51.8 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: 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: November 2021
Structure Number: 4563859, Location: 0.1 MI E JCT SR 310 (Lat: 39.990569, Lng: -82.672889), Route carried "on" structure: City street T0151, Year Built: 1996, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 278 (year 2017), Design Load: HS 20, Features Intersected: Muddy Fork, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 51.8 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: 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: November 2021
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Structure Number: 4564014, Location: 0.1 MI E OF JCT TWP LN RD (Lat: 39.995269, Lng: -82.671069), Route carried "on" structure: City street KEYST, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 100 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2016), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LICKING RIVER, Facility Carried by Structure: KEY BOULIVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4564014, Location: 0.1 MI E OF JCT TWP LN RD (Lat: 39.995269, Lng: -82.671069), Route carried "on" structure: City street KEYST, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 100 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2016), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LICKING RIVER, Facility Carried by Structure: KEY BOULIVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4564022, Location: 0.3 MI S OF JCT COURTER (Lat: 40.029689, Lng: -82.693581), Route carried "on" structure: County highway C0028, Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: STREAM HEADLEYS MILL RD, Facility Carried by Structure: HEADLEYS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 4564022, Location: 0.3 MI S OF JCT COURTER (Lat: 40.029689, Lng: -82.693581), Route carried "on" structure: County highway C0028, Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: STREAM HEADLEYS MILL RD, Facility Carried by Structure: HEADLEYS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 4564065, Location: 0.4 MI W OF JCT SR310 (Lat: 39.991281, Lng: -82.684761), Route carried "on" structure: County highway T0153, Year Built: 2000, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: MUDDY FORK, Facility Carried by Structure: MILL STREET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Structure Number: 4564065, Location: 0.4 MI W OF JCT SR310 (Lat: 39.991281, Lng: -82.684761), Route carried "on" structure: County highway T0153, Year Built: 2000, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: MUDDY FORK, Facility Carried by Structure: MILL STREET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
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Structure Number: 4505751, Location: AT JCT SR 161 (Lat: 40.076781, Lng: -82.666661), Route carried "under" structure: State highway 161, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 28,232 (year 2015), Truck Traffic: 5%, Features Intersected: SR161 UNDER SR310, Facility Carried by Structure: STATE ROUTE 310
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 8.433, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft)
Structure Number: 4505751, Location: AT JCT SR 161 (Lat: 40.076781, Lng: -82.666661), Route carried "under" structure: State highway 161, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 28,232 (year 2015), Truck Traffic: 5%, Features Intersected: SR161 UNDER SR310, Facility Carried by Structure: STATE ROUTE 310
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 8.433, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft)