Bridge Statistics for Belle Valley, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 246ft / 75.4mTotal length
- $15,000Total costs
- 97,296Total average daily traffic
- 19,764Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belle Valley
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 41930-1939
- 101960-1969
- 71990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 4.2%Excellent
- 16.7%Very good
- 29.2%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 4.2%Excellent
- 25.0%Very good
- 33.3%Good
- 29.2%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 4.2%Excellent
- 16.7%Very good
- 37.5%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 10.5%Excellent
- 31.6%Good
- 42.1%Satisfactory
- 10.5%Fair
- 5.3%Poor
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Structure Number: 610057, Location: 10.96M N WASH. CO. LINE (Lat: 39.784389, Lng: -81.554211), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Latex Concrete
Structure Number: 610057, Location: 10.96M N WASH. CO. LINE (Lat: 39.784389, Lng: -81.554211), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Latex Concrete
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Structure Number: 61006, Location: 10.96M N WASH. CO. LINE (Lat: 39.784331, Lng: -81.553889), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Latex Concrete
Structure Number: 61006, Location: 10.96M N WASH. CO. LINE (Lat: 39.784331, Lng: -81.553889), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Latex Concrete
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Structure Number: 6100635, Location: 11.08M N WASH. CO. LINE (Lat: 39.786189, Lng: -81.553469), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20, Features Intersected: PENNA R.R. ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6100635, Location: 11.08M N WASH. CO. LINE (Lat: 39.786189, Lng: -81.553469), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20, Features Intersected: PENNA R.R. ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6100694, Location: 11.08M N WASH. CO. LINE (Lat: 39.785911, Lng: -81.553239), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20+Mod, Features Intersected: PENNA R.R. ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6100694, Location: 11.08M N WASH. CO. LINE (Lat: 39.785911, Lng: -81.553239), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 9,580 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 13,297 (year 2035), Design Load: HS 20+Mod, Features Intersected: PENNA R.R. ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6100724, Location: 11.19M N WASH. CO. LINE (Lat: 39.787681, Lng: -81.552650), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 8,501 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 11,799 (year 2035), Design Load: HS 20, Features Intersected: SR 821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.009, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum 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: Latex Concrete
Structure Number: 6100724, Location: 11.19M N WASH. CO. LINE (Lat: 39.787681, Lng: -81.552650), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 8,501 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 11,799 (year 2035), Design Load: HS 20, Features Intersected: SR 821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.009, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum 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: Latex Concrete
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Structure Number: 6100759, Location: 11.19M N WASH. CO. LINE (Lat: 39.787350, Lng: -81.552481), Route carried "on" structure: Interstate 77, Year Built: 1969, Year Reconstructed: 2012, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 8,501 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 11,799 (year 2035), Design Load: HS 15, Features Intersected: SR 821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.009, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6100759, Location: 11.19M N WASH. CO. LINE (Lat: 39.787350, Lng: -81.552481), Route carried "on" structure: Interstate 77, Year Built: 1969, Year Reconstructed: 2012, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 8,501 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 11,799 (year 2035), Design Load: HS 15, Features Intersected: SR 821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.009, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6100783, Location: 13.96M N WASH. CO. LINE (Lat: 39.827089, Lng: -81.550350), Route carried "on" structure: County highway C0037, Year Built: 1969, Status: Open, Structure Length: 8.61m (28.25ft), Average Daily Traffic: 128 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 26,201 (year 2035), Design Load: H 15, Features Intersected: I 77, Facility Carried by Structure: CO.RD.37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Monolithic Concrete
Structure Number: 6100783, Location: 13.96M N WASH. CO. LINE (Lat: 39.827089, Lng: -81.550350), Route carried "on" structure: County highway C0037, Year Built: 1969, Status: Open, Structure Length: 8.61m (28.25ft), Average Daily Traffic: 128 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 26,201 (year 2035), Design Load: H 15, Features Intersected: I 77, Facility Carried by Structure: CO.RD.37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Monolithic Concrete
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Structure Number: 6103936, Location: 2.55M W OF JCT SR821 (Lat: 39.810161, Lng: -81.603439), Route carried "on" structure: State highway 340, Year Built: 1933, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,258 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 1,746 (year 2035), Design Load: H 15, Features Intersected: COAL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6103936, Location: 2.55M W OF JCT SR821 (Lat: 39.810161, Lng: -81.603439), Route carried "on" structure: State highway 340, Year Built: 1933, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,258 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 1,746 (year 2035), Design Load: H 15, Features Intersected: COAL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 610396, Location: 0.1M W OF JCT SR821 (Lat: 39.794189, Lng: -81.563039), Route carried "on" structure: State highway 340, Year Built: 1939, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 1,258 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 1,746 (year 2035), Design Load: H 15, Features Intersected: WEST FORK DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 610396, Location: 0.1M W OF JCT SR821 (Lat: 39.794189, Lng: -81.563039), Route carried "on" structure: State highway 340, Year Built: 1939, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 1,258 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 1,746 (year 2035), Design Load: H 15, Features Intersected: WEST FORK DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 6105581, Location: 2.77mi N of SR285 (Lat: 39.782500, Lng: -81.548900), Route carried "on" structure: State highway 821, Year Built: 2018, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,300 (year 2038), Design Load: HL 93, Features Intersected: WOLF RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), 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: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6105581, Location: 2.77mi N of SR285 (Lat: 39.782500, Lng: -81.548900), Route carried "on" structure: State highway 821, Year Built: 2018, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,300 (year 2038), Design Load: HL 93, Features Intersected: WOLF RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), 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: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6105734, Location: 3.07M N OF JCT SR340 (Lat: 39.828061, Lng: -81.575419), Route carried "on" structure: State highway 821, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: H 15, Features Intersected: JOHNNY WOODS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, 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: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6105734, Location: 3.07M N OF JCT SR340 (Lat: 39.828061, Lng: -81.575419), Route carried "on" structure: State highway 821, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: H 15, Features Intersected: JOHNNY WOODS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, 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: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610575, Location: 2.29M S OF JCT S.R. 672 (Lat: 39.840911, Lng: -81.574989), Route carried "on" structure: State highway 821, Year Built: 2000, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: HS 20+Mod, Features Intersected: WEST FORK DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.973, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 610575, Location: 2.29M S OF JCT S.R. 672 (Lat: 39.840911, Lng: -81.574989), Route carried "on" structure: State highway 821, Year Built: 2000, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: HS 20+Mod, Features Intersected: WEST FORK DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.973, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 6105777, Location: 1.98M S OF JCT SR672 (Lat: 39.844389, Lng: -81.574719), Route carried "on" structure: State highway 821, Year Built: 1994, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: HS 20+Mod, Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6105777, Location: 1.98M S OF JCT SR672 (Lat: 39.844389, Lng: -81.574719), Route carried "on" structure: State highway 821, Year Built: 1994, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: HS 20+Mod, Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 6105866, Location: 1.71M S OF JCT SR672 (Lat: 39.849150, Lng: -81.575639), Route carried "on" structure: State highway 821, Year Built: 1994, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: HS 20+Mod, Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6105866, Location: 1.71M S OF JCT SR672 (Lat: 39.849150, Lng: -81.575639), Route carried "on" structure: State highway 821, Year Built: 1994, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,152 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,599 (year 2035), Design Load: HS 20+Mod, Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6130267, Location: .01MI S OF INT WITH CR 12 (Lat: 39.828789, Lng: -81.595450), Route carried "on" structure: County highway T0093, Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: PATTY CREEK, Facility Carried by Structure: TR93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6130267, Location: .01MI S OF INT WITH CR 12 (Lat: 39.828789, Lng: -81.595450), Route carried "on" structure: County highway T0093, Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: PATTY CREEK, Facility Carried by Structure: TR93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6130372, Location: .30 MI. W. OF JCT. SR.821 (Lat: 39.785550, Lng: -81.555031), Route carried "on" structure: County highway C0020, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 684 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 949 (year 2035), Design Load: HS 20, Features Intersected: DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.229, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6130372, Location: .30 MI. W. OF JCT. SR.821 (Lat: 39.785550, Lng: -81.555031), Route carried "on" structure: County highway C0020, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 684 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 949 (year 2035), Design Load: HS 20, Features Intersected: DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.229, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6130526, Location: 300 FEET WEST OF S.R.821 (Lat: 39.809211, Lng: -81.576061), Route carried "on" structure: County highway C0011, Year Built: 1995, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 385 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 534 (year 2035), Design Load: HS 20, Features Intersected: WEST FORK DUCK CREEK, Facility Carried by Structure: C.R.11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.536, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6130526, Location: 300 FEET WEST OF S.R.821 (Lat: 39.809211, Lng: -81.576061), Route carried "on" structure: County highway C0011, Year Built: 1995, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 385 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 534 (year 2035), Design Load: HS 20, Features Intersected: WEST FORK DUCK CREEK, Facility Carried by Structure: C.R.11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.536, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6130763, Location: .01 MI. SOUTH OF C.R.12 (Lat: 39.830231, Lng: -81.591539), Route carried "on" structure: County highway T0089, Year Built: 1997, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: COAL RUN, Facility Carried by Structure: TOWNSHIP ROAD 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 6130763, Location: .01 MI. SOUTH OF C.R.12 (Lat: 39.830231, Lng: -81.591539), Route carried "on" structure: County highway T0089, Year Built: 1997, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: COAL RUN, Facility Carried by Structure: TOWNSHIP ROAD 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 6130976, Location: .11 MI. W. OF JCT. SR.821 (Lat: 39.832050, Lng: -81.576061), Route carried "on" structure: County highway C0012, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 673 (year 2035), Design Load: HS 20, Features Intersected: WEST FORK DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 12 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6130976, Location: .11 MI. W. OF JCT. SR.821 (Lat: 39.832050, Lng: -81.576061), Route carried "on" structure: County highway C0012, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 673 (year 2035), Design Load: HS 20, Features Intersected: WEST FORK DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 12 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6131522, Location: .03 MI. W. OF JCT. SR.821 (Lat: 39.778550, Lng: -81.546381), Route carried "on" structure: County highway T060A, Year Built: 1900, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 291 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 404 (year 2035), Features Intersected: DUCK CREEK, Facility Carried by Structure: TOWNSHIP ROAD 60A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6131522, Location: .03 MI. W. OF JCT. SR.821 (Lat: 39.778550, Lng: -81.546381), Route carried "on" structure: County highway T060A, Year Built: 1900, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 291 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 404 (year 2035), Features Intersected: DUCK CREEK, Facility Carried by Structure: TOWNSHIP ROAD 60A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6131727, Location: .19 MI. E. OF JCT. TR.44 (Lat: 39.785219, Lng: -81.568011), Route carried "on" structure: County highway C0020, Year Built: 1999, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 684 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 949 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.038, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6131727, Location: .19 MI. E. OF JCT. TR.44 (Lat: 39.785219, Lng: -81.568011), Route carried "on" structure: County highway C0020, Year Built: 1999, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 684 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 949 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.038, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6132537, Location: .05 MI. E. OF JCT. C.R.20 (Lat: 39.778100, Lng: -81.573481), Route carried "on" structure: County highway T0161, Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TOWNSHIP ROAD 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 6132537, Location: .05 MI. E. OF JCT. C.R.20 (Lat: 39.778100, Lng: -81.573481), Route carried "on" structure: County highway T0161, Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TOWNSHIP ROAD 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 6132944, Location: .01 MI. W. OF JCT. SR.821 (Lat: 39.837731, Lng: -81.575550), Route carried "on" structure: County highway T0097, Year Built: 1900, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Features Intersected: STREAM, Facility Carried by Structure: TOWNSHIP ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6132944, Location: .01 MI. W. OF JCT. SR.821 (Lat: 39.837731, Lng: -81.575550), Route carried "on" structure: County highway T0097, Year Built: 1900, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Features Intersected: STREAM, Facility Carried by Structure: TOWNSHIP ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6135358, Location: .34 MI. E. OF JCT. TR.89 (Lat: 39.832589, Lng: -81.585939), Route carried "on" structure: County highway C0012, Year Built: 1900, Year Reconstructed: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 673 (year 2035), Features Intersected: STREAM, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6135358, Location: .34 MI. E. OF JCT. TR.89 (Lat: 39.832589, Lng: -81.585939), Route carried "on" structure: County highway C0012, Year Built: 1900, Year Reconstructed: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 673 (year 2035), Features Intersected: STREAM, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6100724, Location: 11.19M N WASH. CO. LINE (Lat: 39.787681, Lng: -81.552650), Route carried "under" structure: State highway 821, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 3,946 (year 2015), Truck Traffic: 9%, Features Intersected: I 77, Facility Carried by Structure: I.R.77
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 19.489, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
Structure Number: 6100724, Location: 11.19M N WASH. CO. LINE (Lat: 39.787681, Lng: -81.552650), Route carried "under" structure: State highway 821, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 3,946 (year 2015), Truck Traffic: 9%, Features Intersected: I 77, Facility Carried by Structure: I.R.77
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 19.489, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
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Structure Number: 6100759, Location: 11.19M N WASH. CO. LINE (Lat: 39.787350, Lng: -81.552481), Route carried "under" structure: State highway 821, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 3,946 (year 2015), Truck Traffic: 9%, Features Intersected: I 77, Facility Carried by Structure: I.R.77
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 19.457, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
Structure Number: 6100759, Location: 11.19M N WASH. CO. LINE (Lat: 39.787350, Lng: -81.552481), Route carried "under" structure: State highway 821, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 3,946 (year 2015), Truck Traffic: 9%, Features Intersected: I 77, Facility Carried by Structure: I.R.77
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 19.457, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
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Structure Number: 6100783, Location: 13.96M N WASH. CO. LINE (Lat: 39.827089, Lng: -81.550350), Route carried "under" structure: Interstate 77, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 18,877 (year 2015), Truck Traffic: 24%, Features Intersected: COUNTY ROUTE 37 SUBWAY, Facility Carried by Structure: CO.RD.37
Minimum Vertical Clearance: 10.36m (33.99ft), Kilometerpoint: 22.466, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 6100783, Location: 13.96M N WASH. CO. LINE (Lat: 39.827089, Lng: -81.550350), Route carried "under" structure: Interstate 77, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 18,877 (year 2015), Truck Traffic: 24%, Features Intersected: COUNTY ROUTE 37 SUBWAY, Facility Carried by Structure: CO.RD.37
Minimum Vertical Clearance: 10.36m (33.99ft), Kilometerpoint: 22.466, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)