Bridge Statistics for Buckland, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 246ft / 75.0mTotal length
- 11,914Total average daily traffic
- 883Total average daily truck traffic
- 15,789Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Buckland
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11950-1959
- 41960-1969
- 21970-1979
- 51980-1989
- 61990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 38.1%Very good
- 57.1%Good
- 4.8%Satisfactory
- Bridge Condition - Superstructure
- 4.8%Excellent
- 28.6%Very good
- 61.9%Good
- 4.8%Satisfactory
- Bridge Condition - Substructure
- 38.1%Very good
- 47.6%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 9.5%Very good
- 14.3%Good
- 71.4%Satisfactory
- 4.8%Fair
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Structure Number: 602884, Location: 3.94MI. W OF JCT. SR-198 (Lat: 40.630911, Lng: -84.282400), Route carried "on" structure: State highway 197, Year Built: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 373 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 518 (year 2035), Design Load: H 15, Features Intersected: SIMS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: Bituminous
Structure Number: 602884, Location: 3.94MI. W OF JCT. SR-198 (Lat: 40.630911, Lng: -84.282400), Route carried "on" structure: State highway 197, Year Built: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 373 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 518 (year 2035), Design Load: H 15, Features Intersected: SIMS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: Bituminous
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Structure Number: 602914, Location: 1.79MI W.OF JCT. SR-198 (Lat: 40.620050, Lng: -84.254681), Route carried "on" structure: State highway 197, Year Built: 1963, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 505 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 701 (year 2035), Design Load: H 15, Features Intersected: AUGLAIZE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.917, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Bituminous
Structure Number: 602914, Location: 1.79MI W.OF JCT. SR-198 (Lat: 40.620050, Lng: -84.254681), Route carried "on" structure: State highway 197, Year Built: 1963, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 505 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 701 (year 2035), Design Load: H 15, Features Intersected: AUGLAIZE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.917, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Bituminous
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Structure Number: 602973, Location: 2.41MI.S.OF ALLEN CO.LINE (Lat: 40.661481, Lng: -84.258639), Route carried "on" structure: State highway 198, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,119 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,553 (year 2035), Design Load: H 15, Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 602973, Location: 2.41MI.S.OF ALLEN CO.LINE (Lat: 40.661481, Lng: -84.258639), Route carried "on" structure: State highway 198, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,119 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,553 (year 2035), Design Load: H 15, Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 603007, Location: 1.3MI.S.OF ALLEN CO. (Lat: 40.676639, Lng: -84.264381), Route carried "on" structure: State highway 198, Year Built: 1966, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,119 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,553 (year 2035), Design Load: H 15, Features Intersected: AUGLAIZE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: Latex Concrete
Structure Number: 603007, Location: 1.3MI.S.OF ALLEN CO. (Lat: 40.676639, Lng: -84.264381), Route carried "on" structure: State highway 198, Year Built: 1966, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,119 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,553 (year 2035), Design Load: H 15, Features Intersected: AUGLAIZE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: Latex Concrete
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Structure Number: 632902, Location: 0.4 MI. N. OF C.R. 208 (Lat: 40.658869, Lng: -84.241689), Route carried "on" structure: County highway C0121, Year Built: 1904, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 694 (year 2039), Design Load: HS 20, Features Intersected: TWOMILE CREEK, Facility Carried by Structure: BOWSHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.038, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 632902, Location: 0.4 MI. N. OF C.R. 208 (Lat: 40.658869, Lng: -84.241689), Route carried "on" structure: County highway C0121, Year Built: 1904, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 694 (year 2039), Design Load: HS 20, Features Intersected: TWOMILE CREEK, Facility Carried by Structure: BOWSHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.038, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 632937, Location: 1.3 MI. W. OF S.R. 198 (Lat: 40.630581, Lng: -84.256989), Route carried "on" structure: County highway C0190, Year Built: 1972, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 419 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 516 (year 2039), Design Load: HS 20, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: BUCKLAND-HOLDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 632937, Location: 1.3 MI. W. OF S.R. 198 (Lat: 40.630581, Lng: -84.256989), Route carried "on" structure: County highway C0190, Year Built: 1972, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 419 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 516 (year 2039), Design Load: HS 20, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: BUCKLAND-HOLDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 633003, Location: 0.4 MI. W. OF S.R. 198 (Lat: 40.653181, Lng: -84.259011), Route carried "on" structure: County highway C0208, Year Built: 1974, Status: Open, Structure Length: 5.89m (19.32ft), Average Daily Traffic: 1,133 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,419 (year 2039), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: NATIONAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.254, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 633003, Location: 0.4 MI. W. OF S.R. 198 (Lat: 40.653181, Lng: -84.259011), Route carried "on" structure: County highway C0208, Year Built: 1974, Status: Open, Structure Length: 5.89m (19.32ft), Average Daily Traffic: 1,133 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,419 (year 2039), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: NATIONAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.254, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 633208, Location: 0.1 MI SOUTH OF SR 198 (Lat: 40.661669, Lng: -84.260850), Route carried "on" structure: County highway C0111, Year Built: 2003, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 537 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2039), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: MAIN STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633208, Location: 0.1 MI SOUTH OF SR 198 (Lat: 40.661669, Lng: -84.260850), Route carried "on" structure: County highway C0111, Year Built: 2003, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 537 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2039), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: MAIN STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633259, Location: 0.7 MI N OF CR 208 (Lat: 40.663100, Lng: -84.241731), Route carried "on" structure: County highway C0121, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2039), Design Load: HS 20+Mod, Features Intersected: DITCH, Facility Carried by Structure: BOWSHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633259, Location: 0.7 MI N OF CR 208 (Lat: 40.663100, Lng: -84.241731), Route carried "on" structure: County highway C0121, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2039), Design Load: HS 20+Mod, Features Intersected: DITCH, Facility Carried by Structure: BOWSHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633283, Location: 0.6 MI. W. OF S.R. 198 (Lat: 40.641881, Lng: -84.280961), Route carried "on" structure: County highway T0200, Year Built: 1986, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 174 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 242 (year 2035), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 633283, Location: 0.6 MI. W. OF S.R. 198 (Lat: 40.641881, Lng: -84.280961), Route carried "on" structure: County highway T0200, Year Built: 1986, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 174 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 242 (year 2035), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 633291, Location: 0.1 MI E. OF MIAN ST. RD. (Lat: 40.642039, Lng: -84.258139), Route carried "on" structure: County highway T0200, Year Built: 1996, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 174 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 242 (year 2035), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.303, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633291, Location: 0.1 MI E. OF MIAN ST. RD. (Lat: 40.642039, Lng: -84.258139), Route carried "on" structure: County highway T0200, Year Built: 1996, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 174 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 242 (year 2035), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.303, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633356, Location: 1.5 MI. WEST OF SR 501 (Lat: 40.653250, Lng: -84.231561), Route carried "on" structure: County highway C0208, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,133 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,419 (year 2039), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: NATIONAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633356, Location: 1.5 MI. WEST OF SR 501 (Lat: 40.653250, Lng: -84.231561), Route carried "on" structure: County highway C0208, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,133 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,419 (year 2039), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: NATIONAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633399, Location: 3.9 MI E OF 197 (Lat: 40.656700, Lng: -84.272119), Route carried "on" structure: County highway C0210, Year Built: 1999, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: NATIONAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.144, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
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 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633399, Location: 3.9 MI E OF 197 (Lat: 40.656700, Lng: -84.272119), Route carried "on" structure: County highway C0210, Year Built: 1999, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: NATIONAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.144, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
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 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633402, Location: 0.5 MI. W. OF S.R. 198 (Lat: 40.668181, Lng: -84.272069), Route carried "on" structure: County highway T0218, Year Built: 1990, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: PLACE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.385, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 633402, Location: 0.5 MI. W. OF S.R. 198 (Lat: 40.668181, Lng: -84.272069), Route carried "on" structure: County highway T0218, Year Built: 1990, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: PLACE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.385, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 633453, Location: 0.2 MI. E. OF S.R. 198 (Lat: 40.685811, Lng: -84.266081), Route carried "on" structure: County highway C0230, Year Built: 1981, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 1,256 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,653 (year 2039), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: DEEP CUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 633453, Location: 0.2 MI. E. OF S.R. 198 (Lat: 40.685811, Lng: -84.266081), Route carried "on" structure: County highway C0230, Year Built: 1981, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 1,256 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,653 (year 2039), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: DEEP CUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 633925, Location: 0.9 MI. SOUTH OF SR 197 (Lat: 40.617789, Lng: -84.284581), Route carried "on" structure: County highway T0097, Year Built: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 113 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 155 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: CONANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.580, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633925, Location: 0.9 MI. SOUTH OF SR 197 (Lat: 40.617789, Lng: -84.284581), Route carried "on" structure: County highway T0097, Year Built: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 113 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 155 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: CONANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.580, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633941, Location: 0.8 MI. N. OF CR 158A (Lat: 40.590669, Lng: -84.269669), Route carried "on" structure: County highway C0105, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 569 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 502 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: MAIN STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.538, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.6m (24.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 633941, Location: 0.8 MI. N. OF CR 158A (Lat: 40.590669, Lng: -84.269669), Route carried "on" structure: County highway C0105, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 569 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 502 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: MAIN STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.538, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.6m (24.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 633968, Location: 0.9 MI N OF CR 158 (Lat: 40.593800, Lng: -84.269681), Route carried "on" structure: County highway C0105, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 569 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 502 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: MAIN STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.892, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 633968, Location: 0.9 MI N OF CR 158 (Lat: 40.593800, Lng: -84.269681), Route carried "on" structure: County highway C0105, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 569 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 502 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIMS RUN, Facility Carried by Structure: MAIN STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.892, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 634034, Location: 0.9 E. OF C.R. 105 (Lat: 40.594861, Lng: -84.251889), Route carried "on" structure: County highway C0168, Year Built: 1987, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 416 (year 2035), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: FISHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 634034, Location: 0.9 E. OF C.R. 105 (Lat: 40.594861, Lng: -84.251889), Route carried "on" structure: County highway C0168, Year Built: 1987, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 416 (year 2035), Design Load: HS 20+Mod, Features Intersected: AUGLAIZE RIVER, Facility Carried by Structure: FISHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 634069, Location: 0.8 E OF C.R. 91 (Lat: 40.605050, Lng: -84.283131), Route carried "on" structure: County highway C0176, Year Built: 1983, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 136 (year 2039), Design Load: HS 20, Features Intersected: SIMS RUN, Facility Carried by Structure: KELLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 634069, Location: 0.8 E OF C.R. 91 (Lat: 40.605050, Lng: -84.283131), Route carried "on" structure: County highway C0176, Year Built: 1983, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 136 (year 2039), Design Load: HS 20, Features Intersected: SIMS RUN, Facility Carried by Structure: KELLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 634085, Location: 0.2 W OF CR 81 (Lat: 40.611939, Lng: -84.321850), Route carried "on" structure: County highway C0180, Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 262 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 382 (year 2039), Design Load: HS 20+Mod, Features Intersected: HUNT DITCH, Facility Carried by Structure: RAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 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: 74.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 634085, Location: 0.2 W OF CR 81 (Lat: 40.611939, Lng: -84.321850), Route carried "on" structure: County highway C0180, Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 262 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 382 (year 2039), Design Load: HS 20+Mod, Features Intersected: HUNT DITCH, Facility Carried by Structure: RAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 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: 74.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up