Bridge Statistics for Vaughnsville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 164ft / 50.3mTotal length
- $209,000Total costs
- 28,856Total average daily traffic
- 9,148Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vaughnsville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11940-1949
- 21950-1959
- 51960-1969
- 31970-1979
- 22000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 22.2%Excellent
- 38.9%Very good
- 22.2%Good
- 11.1%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 38.9%Very good
- 22.2%Good
- 27.8%Satisfactory
- Bridge Condition - Substructure
- 11.1%Excellent
- 38.9%Very good
- 33.3%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 11.8%Excellent
- 35.3%Very good
- 47.1%Good
- 5.9%Satisfactory
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Structure Number: 200301, Location: 1.72 mi. West of SR 115 (Lat: 40.834339, Lng: -84.166550), Route carried "on" structure: County highway T0095, Year Built: 1969, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 335 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 465 (year 2036), Design Load: HS 20, Features Intersected: USR 30, Facility Carried by Structure: TR 95 SANDY PONT R
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 36.049, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 200301, Location: 1.72 mi. West of SR 115 (Lat: 40.834339, Lng: -84.166550), Route carried "on" structure: County highway T0095, Year Built: 1969, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 335 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 465 (year 2036), Design Load: HS 20, Features Intersected: USR 30, Facility Carried by Structure: TR 95 SANDY PONT R
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 36.049, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 200336, Location: 1.20 mi. West of SR 115 (Lat: 40.832761, Lng: -84.157100), Route carried "on" structure: US 30, Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,832 (year 2015), Truck Traffic: 43%, Average Future Daily Traffic: 6,707 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200336, Location: 1.20 mi. West of SR 115 (Lat: 40.832761, Lng: -84.157100), Route carried "on" structure: US 30, Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,832 (year 2015), Truck Traffic: 43%, Average Future Daily Traffic: 6,707 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 20036, Location: 1.20 mi. West of SR 115 (Lat: 40.832539, Lng: -84.157169), Route carried "on" structure: US 30, Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,832 (year 2015), Truck Traffic: 43%, Average Future Daily Traffic: 6,707 (year 2035), Design Load: HS 20+Mod, Features Intersected: PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 20036, Location: 1.20 mi. West of SR 115 (Lat: 40.832539, Lng: -84.157169), Route carried "on" structure: US 30, Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,832 (year 2015), Truck Traffic: 43%, Average Future Daily Traffic: 6,707 (year 2035), Design Load: HS 20+Mod, Features Intersected: PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 230001, Location: 0.38 MI E OF GOMER RD (Lat: 40.843281, Lng: -84.179050), Route carried "on" structure: County highway C0088, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HL 93, Features Intersected: PIKE RUN, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 64.8 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: 48.6 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230001, Location: 0.38 MI E OF GOMER RD (Lat: 40.843281, Lng: -84.179050), Route carried "on" structure: County highway C0088, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HL 93, Features Intersected: PIKE RUN, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 64.8 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: 48.6 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230002, Location: 0.59 MI E OF SANDY PT RD (Lat: 40.836739, Lng: -84.155811), Route carried "on" structure: County highway C0088, Year Built: 2014, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HL 93, Features Intersected: PIKE RUN - LINCOLN HWY, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230002, Location: 0.59 MI E OF SANDY PT RD (Lat: 40.836739, Lng: -84.155811), Route carried "on" structure: County highway C0088, Year Built: 2014, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HL 93, Features Intersected: PIKE RUN - LINCOLN HWY, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230005, Location: 0.50 MI E OF SR 115 (Lat: 40.845839, Lng: -84.128111), Route carried "on" structure: County highway T0087, Year Built: 2014, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 139 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK - HOOK-WALTZ, Facility Carried by Structure: HOOK-WALTZ RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 230005, Location: 0.50 MI E OF SR 115 (Lat: 40.845839, Lng: -84.128111), Route carried "on" structure: County highway T0087, Year Built: 2014, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 139 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK - HOOK-WALTZ, Facility Carried by Structure: HOOK-WALTZ RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 243701, Location: 0.24 MI E OF HOFFERBERT (Lat: 40.890119, Lng: -84.105331), Route carried "on" structure: County highway T0175, Year Built: 1976, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 31 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 43 (year 2035), Design Load: HS 20, Features Intersected: STREAM SEARFOSS RD, Facility Carried by Structure: SEARFOSS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 243701, Location: 0.24 MI E OF HOFFERBERT (Lat: 40.890119, Lng: -84.105331), Route carried "on" structure: County highway T0175, Year Built: 1976, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 31 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 43 (year 2035), Design Load: HS 20, Features Intersected: STREAM SEARFOSS RD, Facility Carried by Structure: SEARFOSS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25396, Location: 0.10 MI N OF LINCOLN HWY (Lat: 40.846519, Lng: -84.186061), Route carried "on" structure: County highway C0093, Year Built: 1951, Year Reconstructed: 2019, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 508 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 705 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN - GOMER RD, Facility Carried by Structure: GOMER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.6 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $19,000, Total Project Cost: $209,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25396, Location: 0.10 MI N OF LINCOLN HWY (Lat: 40.846519, Lng: -84.186061), Route carried "on" structure: County highway C0093, Year Built: 1951, Year Reconstructed: 2019, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 508 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 705 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN - GOMER RD, Facility Carried by Structure: GOMER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.6 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $19,000, Total Project Cost: $209,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 254088, Location: 0.04 MI N OF LINCOLN HWY (Lat: 40.839981, Lng: -84.166539), Route carried "on" structure: County highway T0095, Year Built: 1975, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 78 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 108 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN SANDY POINT RD, Facility Carried by Structure: SANDY POINT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 254088, Location: 0.04 MI N OF LINCOLN HWY (Lat: 40.839981, Lng: -84.166539), Route carried "on" structure: County highway T0095, Year Built: 1975, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 78 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 108 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN SANDY POINT RD, Facility Carried by Structure: SANDY POINT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 254126, Location: 0.30 MI W OF SANDY POINT (Lat: 40.840589, Lng: -84.172311), Route carried "on" structure: County highway C0088, Year Built: 1955, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN LINCOLN HWY, Facility Carried by Structure: LINCOLN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 254126, Location: 0.30 MI W OF SANDY POINT (Lat: 40.840589, Lng: -84.172311), Route carried "on" structure: County highway C0088, Year Built: 1955, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HS 20, Features Intersected: PIKE RUN LINCOLN HWY, Facility Carried by Structure: LINCOLN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6900062, Location: 0.60 mi. South of SR 12 (Lat: 40.877719, Lng: -84.147700), Route carried "on" structure: State highway 115, Year Built: 1947, Year Reconstructed: 1990, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,819 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6900062, Location: 0.60 mi. South of SR 12 (Lat: 40.877719, Lng: -84.147700), Route carried "on" structure: State highway 115, Year Built: 1947, Year Reconstructed: 1990, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,819 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 6901441, Location: 8.2 mi. West of SR 190 (Lat: 40.881561, Lng: -84.151150), Route carried "on" structure: State highway 189, Year Built: 1964, Year Reconstructed: 2013, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 630 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 874 (year 2035), Design Load: H 15, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6901441, Location: 8.2 mi. West of SR 190 (Lat: 40.881561, Lng: -84.151150), Route carried "on" structure: State highway 189, Year Built: 1964, Year Reconstructed: 2013, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 630 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 874 (year 2035), Design Load: H 15, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: January 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: 6932186, Location: 0.21 MI. E. OF RD. 17-S (Lat: 40.860719, Lng: -84.193269), Route carried "on" structure: County highway OLD12, Year Built: 2015, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 650 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 715 (year 2035), Design Load: HL 93, Features Intersected: Ottawa River, Facility Carried by Structure: COUNTY ROAD OLD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 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: 58.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6932186, Location: 0.21 MI. E. OF RD. 17-S (Lat: 40.860719, Lng: -84.193269), Route carried "on" structure: County highway OLD12, Year Built: 2015, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 650 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 715 (year 2035), Design Load: HL 93, Features Intersected: Ottawa River, Facility Carried by Structure: COUNTY ROAD OLD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 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: 58.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6932682, Location: 0.28 MI SOUTH OF U-13 (Lat: 40.863711, Lng: -84.119139), Route carried "on" structure: County highway T013V, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 10 (year 2040), Design Load: HL 93, Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: TOWNSHIP ROAD 13-V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6932682, Location: 0.28 MI SOUTH OF U-13 (Lat: 40.863711, Lng: -84.119139), Route carried "on" structure: County highway T013V, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 10 (year 2040), Design Load: HL 93, Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: TOWNSHIP ROAD 13-V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6932762, Location: 0.72 MI W OF SR 115 (Lat: 40.918789, Lng: -84.171969), Route carried "on" structure: County highway R, Year Built: 1900, Year Reconstructed: 1977, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 189 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 262 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.415, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6932762, Location: 0.72 MI W OF SR 115 (Lat: 40.918789, Lng: -84.171969), Route carried "on" structure: County highway R, Year Built: 1900, Year Reconstructed: 1977, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 189 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 262 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.415, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 69328, Location: 0.19 MI W OF RD 17-S (Lat: 40.888161, Lng: -84.206761), Route carried "on" structure: County highway T, Year Built: 1970, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 155 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 215 (year 2035), Design Load: HS 20, Features Intersected: QUARRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 69328, Location: 0.19 MI W OF RD 17-S (Lat: 40.888161, Lng: -84.206761), Route carried "on" structure: County highway T, Year Built: 1970, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 155 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 215 (year 2035), Design Load: HS 20, Features Intersected: QUARRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6934048, Location: 0.55 MI W OF SR 115 (Lat: 40.904550, Lng: -84.168189), Route carried "on" structure: County highway S, Year Built: 2004, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 25 or greater, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6934048, Location: 0.55 MI W OF SR 115 (Lat: 40.904550, Lng: -84.168189), Route carried "on" structure: County highway S, Year Built: 2004, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 25 or greater, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6934242, Location: 0.42 MI E OF SR 115 (Lat: 40.867311, Lng: -84.133400), Route carried "on" structure: County highway T0U13, Year Built: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TOWNSHIP ROAD U-13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.681, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6934242, Location: 0.42 MI E OF SR 115 (Lat: 40.867311, Lng: -84.133400), Route carried "on" structure: County highway T0U13, Year Built: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TOWNSHIP ROAD U-13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.681, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200301, Location: 1.72 mi. West of SR 115 (Lat: 40.834339, Lng: -84.166550), Route carried "under" structure: US 30, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 9,972 (year 2016), Truck Traffic: 43%, Features Intersected: TR95 SANDY POINT RD, Facility Carried by Structure: TR 95 SANDY PONT R
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.9m (68.6ft)
Structure Number: 200301, Location: 1.72 mi. West of SR 115 (Lat: 40.834339, Lng: -84.166550), Route carried "under" structure: US 30, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 9,972 (year 2016), Truck Traffic: 43%, Features Intersected: TR95 SANDY POINT RD, Facility Carried by Structure: TR 95 SANDY PONT R
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.9m (68.6ft)