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Bridge Statistics for Belle Valley, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 27Number of bridges
  • 223ft / 68mTotal length
  • $15,000Total costs
  • 97,174Total average daily traffic
  • 19,837Total average daily truck traffic
  • 123,742Total future (year 2039) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Belle Valley
  • No street view available for this location

New bridges in Belle Valley, OH - historical statistics
  • New bridges - historical statistics
  • 31900-1909
  • 51930-1939
  • 101960-1969
  • 71990-1999
  • 22000-2009
Reconstructed bridges in Belle Valley, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Belle Valley, OH
Average Bridge Truck Traffic in Belle Valley, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.2%Excellent
  • 33.3%Very good
  • 12.5%Good
  • 33.3%Satisfactory
  • 12.5%Fair
  • 4.2%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 29.2%Very good
  • 33.3%Good
  • 25.0%Satisfactory
  • 4.2%Fair
  • 8.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 37.5%Very good
  • 25.0%Good
  • 16.7%Satisfactory
  • 16.7%Fair
  • 4.2%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 31.6%Very good
  • 21.1%Good
  • 42.1%Satisfactory
  • 5.3%Fair
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Structure Number: 610057,  Location: 10.96M N WASH. CO. LINE (Lat: 39.784392,  Lng: -81.554206),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 9,580 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,297 (year 2039),  Design Load: HS 20,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.635,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: 1.5m (4.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 61006,  Location: 10.96M N WASH. CO. LINE (Lat: 39.784333,  Lng: -81.553892),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 9,580 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,297 (year 2039),  Design Load: HS 20,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.635,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 40.5 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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 6100635,  Location: 11.08M N WASH. CO. LINE (Lat: 39.786189,  Lng: -81.553472),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 9,580 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,297 (year 2039),  Design Load: HS 20,  Features Intersected: PENNA R.R. ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 1.9m (6.2ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 6100694,  Location: 11.08M N WASH. CO. LINE (Lat: 39.785914,  Lng: -81.553244),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 9,580 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,297 (year 2039),  Design Load: HS 20,  Features Intersected: PENNA R.R. ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 6100724,  Location: 11.19M N WASH. CO. LINE (Lat: 39.787678,  Lng: -81.552647),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,501 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 11,799 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 821
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.005,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  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: 40.5 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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 6100724,  Location: 11.19M N WASH. CO. LINE (Lat: 39.787678,  Lng: -81.552647),  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: 19.485,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 6100759,  Location: 11.19M N WASH. CO. LINE (Lat: 39.787347,  Lng: -81.552478),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,501 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 11,799 (year 2039),  Design Load: HS 15,  Features Intersected: STATE ROUTE 821
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.005,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6100759,  Location: 11.19M N WASH. CO. LINE (Lat: 39.787347,  Lng: -81.552478),  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: 19.453,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 6100783,  Location: 13.96M N WASH. CO. LINE (Lat: 39.827092,  Lng: -81.550353),  Route carried "on" structure: County highway 37,  Year Built: 1969,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 128 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,201 (year 2039),  Design Load: H 15,  Features Intersected: I 77
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: 85.0m (278.9ft),  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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 6100783,  Location: 13.96M N WASH. CO. LINE (Lat: 39.827092,  Lng: -81.550353),  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: 22.462,  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)

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Structure Number: 6103936,  Location: 2.55M W OF JCT SR821 (Lat: 39.810158,  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 2039),  Design Load: H 15,  Features Intersected: COAL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.289,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: 31.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.3 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 2017,  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: 39.794186,  Lng: -81.563042),  Route carried "on" structure: State highway 340,  Year Built: 1939,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 1,258 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,746 (year 2039),  Design Load: H 15,  Features Intersected: WEST FORK DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.231,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 610558,  Location: 2.77M N OF JCT SR285 (Lat: 39.782322,  Lng: -81.548883),  Route carried "on" structure: State highway 821,  Year Built: 1930,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 4,178 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,799 (year 2039),  Design Load: H 15,  Features Intersected: WOLF RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.761,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6105734,  Location: 3.07M N OF JCT SR340 (Lat: 39.828064,  Lng: -81.575417),  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 2039),  Design Load: H 15,  Features Intersected: JOHNNY WOODS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.487,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 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 2017,  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: 39.840914,  Lng: -81.574994),  Route carried "on" structure: State highway 821,  Year Built: 2000,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,152 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,599 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WEST FORK DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.967,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  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: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  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: 39.844394,  Lng: -81.574717),  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 2039),  Design Load: HS 20+Mod,  Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.353,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 40.5 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 12 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6105866,  Location: 1.71M S OF JCT SR672 (Lat: 39.849147,  Lng: -81.575642),  Route carried "on" structure: State highway 821,  Year Built: 1994,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,152 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,599 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.279,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  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: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  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: 39.828792,  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 2039),  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: 37.0m (121.4ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  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: 39.785547,  Lng: -81.555033),  Route carried "on" structure: County highway C0020,  Year Built: 1932,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 684 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 949 (year 2039),  Design Load: HS 20,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.226,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  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: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: November 2017,  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: 39.809208,  Lng: -81.576058),  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 2039),  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: 5.535,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  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: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 3.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: August 2017,  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: 39.830233,  Lng: -81.591536),  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 2039),  Design Load: HS 20,  Features Intersected: COAL RUN,  Facility Carried by Structure: TOWNSHIP ROAD 89
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  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: 39.832053,  Lng: -81.576058),  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 2039),  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: 5.117,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  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: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  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: 39.778547,  Lng: -81.546378),  Route carried "on" structure: County highway T060A,  Year Built: 1900,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 291 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 404 (year 2039),  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: 61.0m (200.1ft),  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: Excellent,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 4.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  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: 39.785225,  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 2039),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.035,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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: 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 2017,  Critical Feature Inspection Date: August 2017,  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 2039),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TOWNSHIP ROAD 161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  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: Very good,  Operating Rating: 40.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  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: 39.837728,  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 2039),  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: 49.0m (160.8ft),  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: Poor,  Substructure: Fair,  Channel: Satisfactory,  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: 7.60m (24.93ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $11,000,  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: 39.832594,  Lng: -81.585944),  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 2039),  Features Intersected: STREAM,  Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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