Bridge Statistics for Sugar Grove, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 187ft / 56.6mTotal length
- $230,000Total costs
- 127,998Total average daily traffic
- 10,037Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sugar Grove
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 41950-1959
- 11980-1989
- 31990-1999
- 72000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.1%Excellent
- 64.3%Very good
- 28.6%Good
- Bridge Condition - Superstructure
- 64.3%Very good
- 28.6%Good
- 7.1%Poor
- Bridge Condition - Substructure
- 7.1%Excellent
- 42.9%Very good
- 7.1%Good
- 21.4%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 16.7%Excellent
- 16.7%Very good
- 66.7%Good
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Structure Number: 2300974, Location: 2.6 MI W OF HOCK CO LINE (Lat: 39.661531, Lng: -82.561431), Route carried "on" structure: US 33, Year Built: 2005, Status: Open, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: HS 25 or greater, Features Intersected: EB US 33 OVER CR 33A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 2300974, Location: 2.6 MI W OF HOCK CO LINE (Lat: 39.661531, Lng: -82.561431), Route carried "on" structure: US 33, Year Built: 2005, Status: Open, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: HS 25 or greater, Features Intersected: EB US 33 OVER CR 33A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 2301008, Location: 2.6 M W OF HOCK CO LINE (Lat: 39.661811, Lng: -82.561331), Route carried "on" structure: US 33, Year Built: 2005, Status: Open, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: HS 25 or greater, Features Intersected: WB US 33 OVER CR 33A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.5m (139.4ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 2301008, Location: 2.6 M W OF HOCK CO LINE (Lat: 39.661811, Lng: -82.561331), Route carried "on" structure: US 33, Year Built: 2005, Status: Open, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: HS 25 or greater, Features Intersected: WB US 33 OVER CR 33A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.5m (139.4ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 2301024, Location: 2.2 M W OF HOC CO LINE (Lat: 39.636561, Lng: -82.553700), Route carried "on" structure: US 33, Year Built: 1959, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: H 20, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.532, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2301024, Location: 2.2 M W OF HOC CO LINE (Lat: 39.636561, Lng: -82.553700), Route carried "on" structure: US 33, Year Built: 1959, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: H 20, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.532, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: 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: 2301059, Location: 2.2 M W OF HOC CO LINE (Lat: 39.636531, Lng: -82.553919), Route carried "on" structure: US 33, Year Built: 1959, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: H 20, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.532, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2301059, Location: 2.2 M W OF HOC CO LINE (Lat: 39.636531, Lng: -82.553919), Route carried "on" structure: US 33, Year Built: 1959, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,182 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,969 (year 2035), Design Load: H 20, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.532, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: 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: 2301083, Location: 1.2 M W OF HOC CO LINE (Lat: 39.622381, Lng: -82.550750), Route carried "on" structure: US 33, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,689 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 16,224 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2301083, Location: 1.2 M W OF HOC CO LINE (Lat: 39.622381, Lng: -82.550750), Route carried "on" structure: US 33, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,689 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 16,224 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2301113, Location: 1.2 M W OF HOC CO LINE (Lat: 39.622461, Lng: -82.550989), Route carried "on" structure: US 33, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,689 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 16,224 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2301113, Location: 1.2 M W OF HOC CO LINE (Lat: 39.622461, Lng: -82.550989), Route carried "on" structure: US 33, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,689 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 16,224 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOCKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2330229, Location: 0.1MI W. OF US 33 (Lat: 39.623261, Lng: -82.552839), Route carried "on" structure: County highway C0065, Year Built: 2005, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 524 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 727 (year 2035), Design Load: HS 25 or greater, Features Intersected: HOCKING RIVER(SHARP RD), Facility Carried by Structure: BER-21 SHARP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2330229, Location: 0.1MI W. OF US 33 (Lat: 39.623261, Lng: -82.552839), Route carried "on" structure: County highway C0065, Year Built: 2005, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 524 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 727 (year 2035), Design Load: HS 25 or greater, Features Intersected: HOCKING RIVER(SHARP RD), Facility Carried by Structure: BER-21 SHARP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2330814, Location: 0.4 M.I E. OF US RT 33 (Lat: 39.624911, Lng: -82.547439), Route carried "on" structure: County highway C65, Year Built: 2006, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 524 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 727 (year 2035), Design Load: HS 25 or greater, Features Intersected: RUSH CR.(CR65 IN VILLAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2330814, Location: 0.4 M.I E. OF US RT 33 (Lat: 39.624911, Lng: -82.547439), Route carried "on" structure: County highway C65, Year Built: 2006, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 524 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 727 (year 2035), Design Load: HS 25 or greater, Features Intersected: RUSH CR.(CR65 IN VILLAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2331535, Location: 0.1 MI E OF U.S.R. 33 (Lat: 39.651969, Lng: -82.557881), Route carried "on" structure: County highway C0063, Year Built: 1989, Year Reconstructed: 2020, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 5,969 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,285 (year 2035), Design Load: HS 20, Features Intersected: HOCKING RIVER (C.R. 63), Facility Carried by Structure: BER-26 HORNS MILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.670, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: 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 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2331535, Location: 0.1 MI E OF U.S.R. 33 (Lat: 39.651969, Lng: -82.557881), Route carried "on" structure: County highway C0063, Year Built: 1989, Year Reconstructed: 2020, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 5,969 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,285 (year 2035), Design Load: HS 20, Features Intersected: HOCKING RIVER (C.R. 63), Facility Carried by Structure: BER-26 HORNS MILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.670, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: 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 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2333082, Location: 0.4 MI S OF HORNS MILL RD (Lat: 39.638300, Lng: -82.511319), Route carried "on" structure: County highway T0294, Year Built: 2001, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: RUSH CREEK, Facility Carried by Structure: BER-13 SWARTZ MILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2333082, Location: 0.4 MI S OF HORNS MILL RD (Lat: 39.638300, Lng: -82.511319), Route carried "on" structure: County highway T0294, Year Built: 2001, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: RUSH CREEK, Facility Carried by Structure: BER-13 SWARTZ MILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 2333112, Location: 0.1 MILES W. OF CR 86 (Lat: 39.632181, Lng: -82.557600), Route carried "on" structure: County highway T0274, Year Built: 1996, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 126 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 175 (year 2035), Design Load: HS 20, Features Intersected: Tributary Hocking River, Facility Carried by Structure: BER-22 PMP STATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2333112, Location: 0.1 MILES W. OF CR 86 (Lat: 39.632181, Lng: -82.557600), Route carried "on" structure: County highway T0274, Year Built: 1996, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 126 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 175 (year 2035), Design Load: HS 20, Features Intersected: Tributary Hocking River, Facility Carried by Structure: BER-22 PMP STATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 233312, Location: 1.5 MI NE OF SUGAR GROVE (Lat: 39.644700, Lng: -82.529719), Route carried "on" structure: County highway T0319, Year Built: 1900, Year Reconstructed: 1991, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 194 (year 2035), Design Load: HS 20+Mod, Features Intersected: RUSH CREEK, Facility Carried by Structure: BER-12 HANSLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 233312, Location: 1.5 MI NE OF SUGAR GROVE (Lat: 39.644700, Lng: -82.529719), Route carried "on" structure: County highway T0319, Year Built: 1900, Year Reconstructed: 1991, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 194 (year 2035), Design Load: HS 20+Mod, Features Intersected: RUSH CREEK, Facility Carried by Structure: BER-12 HANSLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2333449, Location: 0.4 MI N OF COUNTY LINE (Lat: 39.612039, Lng: -82.553500), Route carried "on" structure: County highway C0086, Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 469 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 651 (year 2035), Design Load: HS 20, Features Intersected: BRUSHY FORK (C. R. 86), Facility Carried by Structure: BER-44 OLD LOGAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2333449, Location: 0.4 MI N OF COUNTY LINE (Lat: 39.612039, Lng: -82.553500), Route carried "on" structure: County highway C0086, Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 469 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 651 (year 2035), Design Load: HS 20, Features Intersected: BRUSHY FORK (C. R. 86), Facility Carried by Structure: BER-44 OLD LOGAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2333457, Location: 0.1 MI S OF PUMP STA.RDSE (Lat: 39.631750, Lng: -82.554719), Route carried "on" structure: County highway C0086, Year Built: 1995, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 469 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 651 (year 2035), Design Load: HS 20+Mod, Features Intersected: T HOCKING RIVER (C.R. 86, Facility Carried by Structure: BER-45 OLD LOGAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.055, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 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 desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
Structure Number: 2333457, Location: 0.1 MI S OF PUMP STA.RDSE (Lat: 39.631750, Lng: -82.554719), Route carried "on" structure: County highway C0086, Year Built: 1995, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 469 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 651 (year 2035), Design Load: HS 20+Mod, Features Intersected: T HOCKING RIVER (C.R. 86, Facility Carried by Structure: BER-45 OLD LOGAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.055, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 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 desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
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Structure Number: 2300974, Location: 2.6 MI W OF HOCK CO LINE (Lat: 39.661531, Lng: -82.561431), Route carried "under" structure: Ramp County highway CR33A, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,660 (year 2003), Truck Traffic: 8%, Features Intersected: EB CR 33A UNDER EB US 33, Facility Carried by Structure: EB US 33
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.5m (129.6ft)
Structure Number: 2300974, Location: 2.6 MI W OF HOCK CO LINE (Lat: 39.661531, Lng: -82.561431), Route carried "under" structure: Ramp County highway CR33A, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,660 (year 2003), Truck Traffic: 8%, Features Intersected: EB CR 33A UNDER EB US 33, Facility Carried by Structure: EB US 33
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.5m (129.6ft)
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Structure Number: 2301008, Location: 2.6 M W OF HOCK CO LINE (Lat: 39.661811, Lng: -82.561331), Route carried "under" structure: Ramp County highway CR33A, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,660 (year 2003), Truck Traffic: 8%, Features Intersected: EB CR33A UNDER WB US 33, Facility Carried by Structure: WB US 33
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.5m (139.4ft)
Structure Number: 2301008, Location: 2.6 M W OF HOCK CO LINE (Lat: 39.661811, Lng: -82.561331), Route carried "under" structure: Ramp County highway CR33A, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,660 (year 2003), Truck Traffic: 8%, Features Intersected: EB CR33A UNDER WB US 33, Facility Carried by Structure: WB US 33
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.5m (139.4ft)