Bridge Statistics for Sabina, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 92ft / 27.9mTotal length
- $221,147,000Total costs
- 24,487Total average daily traffic
- 1,458Total average daily truck traffic
- 33,986Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sabina
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 31970-1979
- 31980-1989
- 41990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 30.8%Very good
- 38.5%Good
- 30.8%Satisfactory
- Bridge Condition - Superstructure
- 23.1%Very good
- 46.2%Good
- 30.8%Satisfactory
- Bridge Condition - Substructure
- 46.2%Very good
- 38.5%Good
- 15.4%Satisfactory
- Bridge Condition - Channel
- 43.8%Very good
- 43.8%Good
- 6.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Poor
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Structure Number: 1400193, Location: 1.41 MI W OF SR 72 JCT (Lat: 39.471650, Lng: -83.698500), Route carried "on" structure: US 22, Year Built: 1989, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 10,980 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 15,240 (year 2035), Design Load: HS 20+Mod, Features Intersected: ANDERSON FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.232, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400193, Location: 1.41 MI W OF SR 72 JCT (Lat: 39.471650, Lng: -83.698500), Route carried "on" structure: US 22, Year Built: 1989, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 10,980 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 15,240 (year 2035), Design Load: HS 20+Mod, Features Intersected: ANDERSON FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.232, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400223, Location: 0.15 W OF SABINA CORP (Lat: 39.486139, Lng: -83.647219), Route carried "on" structure: US 22, Year Built: 1997, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 6,567 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,115 (year 2035), Design Load: HS 20, Features Intersected: TRIBUTARY WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.980, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 1400223, Location: 0.15 W OF SABINA CORP (Lat: 39.486139, Lng: -83.647219), Route carried "on" structure: US 22, Year Built: 1997, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 6,567 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 9,115 (year 2035), Design Load: HS 20, Features Intersected: TRIBUTARY WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.980, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 1403729, Location: 1.8 MI N OF SR 72 (Lat: 39.448569, Lng: -83.605639), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 993 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,378 (year 2038), Design Load: H 15, Features Intersected: TRIBUTARY LEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021
Structure Number: 1403729, Location: 1.8 MI N OF SR 72 (Lat: 39.448569, Lng: -83.605639), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 993 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,378 (year 2038), Design Load: H 15, Features Intersected: TRIBUTARY LEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021
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Structure Number: 1403753, Location: 1.62 MI S OF SABINA (Lat: 39.461089, Lng: -83.618139), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 993 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,378 (year 2038), Design Load: H 15, Features Intersected: LEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1403753, Location: 1.62 MI S OF SABINA (Lat: 39.461089, Lng: -83.618139), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 993 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,378 (year 2038), Design Load: H 15, Features Intersected: LEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1403788, Location: .3 MI S OF N CORP SABINA (Lat: 39.495789, Lng: -83.634011), Route carried "on" structure: State highway 729, Year Built: 1956, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,165 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,617 (year 2038), Design Load: H 15, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1403788, Location: .3 MI S OF N CORP SABINA (Lat: 39.495789, Lng: -83.634011), Route carried "on" structure: State highway 729, Year Built: 1956, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,165 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,617 (year 2038), Design Load: H 15, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1403842, Location: 0.89 MI N OF SABINA (Lat: 39.511100, Lng: -83.624439), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 558 (year 2035), Design Load: H 15, Features Intersected: TRIBUTARY WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1403842, Location: 0.89 MI N OF SABINA (Lat: 39.511100, Lng: -83.624439), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 558 (year 2035), Design Load: H 15, Features Intersected: TRIBUTARY WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1403877, Location: 1.1 MI S CLI-FAY CO LINE (Lat: 39.530431, Lng: -83.618100), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 558 (year 2035), Design Load: H 15, Features Intersected: W BRANCH RATTLESNAKE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.556, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1403877, Location: 1.1 MI S CLI-FAY CO LINE (Lat: 39.530431, Lng: -83.618100), Route carried "on" structure: State highway 729, Year Built: 1965, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 558 (year 2035), Design Load: H 15, Features Intersected: W BRANCH RATTLESNAKE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.556, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 143075, Location: .45 MI E OF CARTER RD (Lat: 39.531600, Lng: -83.675919), Route carried "on" structure: County highway C0005, Year Built: 1982, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 135 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 187 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: SABINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Total Project Cost: $15,425,000
Structure Number: 143075, Location: .45 MI E OF CARTER RD (Lat: 39.531600, Lng: -83.675919), Route carried "on" structure: County highway C0005, Year Built: 1982, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 135 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 187 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: SABINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Total Project Cost: $15,425,000
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Structure Number: 1431323, Location: 1.2 MI WEST OF SR 729 (Lat: 39.431269, Lng: -83.664731), Route carried "on" structure: County highway C0009, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 265 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 368 (year 2036), Design Load: HS 20, Features Intersected: ANDERSON FORK, Facility Carried by Structure: COX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $41,577,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1431323, Location: 1.2 MI WEST OF SR 729 (Lat: 39.431269, Lng: -83.664731), Route carried "on" structure: County highway C0009, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 265 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 368 (year 2036), Design Load: HS 20, Features Intersected: ANDERSON FORK, Facility Carried by Structure: COX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $41,577,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1433962, Location: .75 MI E OF SR 729 (Lat: 39.453789, Lng: -83.593339), Route carried "on" structure: County highway C0041, Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 376 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 522 (year 2036), Design Load: HS 20, Features Intersected: LEES CREEK, Facility Carried by Structure: SNOW HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $29,298,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1433962, Location: .75 MI E OF SR 729 (Lat: 39.453789, Lng: -83.593339), Route carried "on" structure: County highway C0041, Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 376 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 522 (year 2036), Design Load: HS 20, Features Intersected: LEES CREEK, Facility Carried by Structure: SNOW HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $29,298,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1435639, Location: 1.0 MI. E OF SR 72 (Lat: 39.511911, Lng: -83.672831), Route carried "on" structure: County highway C0063, Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 787 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,092 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: POLK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $55,269,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1435639, Location: 1.0 MI. E OF SR 72 (Lat: 39.511911, Lng: -83.672831), Route carried "on" structure: County highway C0063, Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 787 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,092 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: POLK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $55,269,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1435728, Location: .1 MILE N OF SABINA CORP (Lat: 39.493750, Lng: -83.645811), Route carried "on" structure: County highway C0063, Year Built: 1955, Year Reconstructed: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 787 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,092 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: POLK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), 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: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1435728, Location: .1 MILE N OF SABINA CORP (Lat: 39.493750, Lng: -83.645811), Route carried "on" structure: County highway C0063, Year Built: 1955, Year Reconstructed: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 787 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,092 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: POLK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), 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: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1441833, Location: 1.1 MI S OF SR 729 (Lat: 39.517669, Lng: -83.604631), Route carried "on" structure: County highway T0169, Year Built: 1971, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 137 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 190 (year 2036), Design Load: HS 20+Mod, Features Intersected: WILSON CREEK, Facility Carried by Structure: BORUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1441833, Location: 1.1 MI S OF SR 729 (Lat: 39.517669, Lng: -83.604631), Route carried "on" structure: County highway T0169, Year Built: 1971, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 137 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 190 (year 2036), Design Load: HS 20+Mod, Features Intersected: WILSON CREEK, Facility Carried by Structure: BORUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1442058, Location: 1200 FT SW OF POLK RD (Lat: 39.498050, Lng: -83.657239), Route carried "on" structure: County highway T0172, Year Built: 1973, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 114 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 158 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: BLACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1442058, Location: 1200 FT SW OF POLK RD (Lat: 39.498050, Lng: -83.657239), Route carried "on" structure: County highway T0172, Year Built: 1973, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 114 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 158 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: BLACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1442155, Location: .3 MI E BURRISTOWN RD (Lat: 39.539531, Lng: -83.627911), Route carried "on" structure: County highway T0173, Year Built: 1998, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 83 (year 2036), Design Load: HS 20+Mod, Features Intersected: W BRANCH RATTLESNAKE CR, Facility Carried by Structure: LAMB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 21.0m (68.9ft), 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $79,578,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1442155, Location: .3 MI E BURRISTOWN RD (Lat: 39.539531, Lng: -83.627911), Route carried "on" structure: County highway T0173, Year Built: 1998, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 83 (year 2036), Design Load: HS 20+Mod, Features Intersected: W BRANCH RATTLESNAKE CR, Facility Carried by Structure: LAMB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 21.0m (68.9ft), 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $79,578,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2431084, Location: 0.5 MI N USR 22W (Lat: 39.511019, Lng: -83.564861), Route carried "on" structure: County highway T0061, Year Built: 1971, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: WILSON CREEK-WEST FORK R, Facility Carried by Structure: WEST FORK RD-TR61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2431084, Location: 0.5 MI N USR 22W (Lat: 39.511019, Lng: -83.564861), Route carried "on" structure: County highway T0061, Year Built: 1971, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: WILSON CREEK-WEST FORK R, Facility Carried by Structure: WEST FORK RD-TR61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous