Bridge Statistics for Macksburg, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 207ft / 63.4mTotal length
- $71,000Total costs
- 53,731Total average daily traffic
- 12,544Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Macksburg
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11950-1959
- 101960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.1%Very good
- 53.8%Good
- 7.7%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 30.8%Very good
- 23.1%Good
- 38.5%Satisfactory
- 7.7%Serious
- Bridge Condition - Substructure
- 7.7%Very good
- 61.5%Good
- 7.7%Satisfactory
- 23.1%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 18.2%Good
- 45.5%Satisfactory
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Structure Number: 6130178, Location: .35 MI. E. OF JCT. TR.290 (Lat: 39.661511, Lng: -81.433619), Route carried "on" structure: County highway C0002, Year Built: 1955, Year Reconstructed: 2016, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 380 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 527 (year 2035), Features Intersected: BUFFALO RUN, Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6130178, Location: .35 MI. E. OF JCT. TR.290 (Lat: 39.661511, Lng: -81.433619), Route carried "on" structure: County highway C0002, Year Built: 1955, Year Reconstructed: 2016, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 380 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 527 (year 2035), Features Intersected: BUFFALO RUN, Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6133932, Location: .01 MI. S. OF JCT. TR.16 (Lat: 39.601000, Lng: -81.502789), Route carried "on" structure: County highway T0005, Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 14 (year 2035), Features Intersected: BIG RUN, Facility Carried by Structure: TOWNSHIP ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, 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: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6133932, Location: .01 MI. S. OF JCT. TR.16 (Lat: 39.601000, Lng: -81.502789), Route carried "on" structure: County highway T0005, Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 14 (year 2035), Features Intersected: BIG RUN, Facility Carried by Structure: TOWNSHIP ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, 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: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6133983, Location: .19 MI. N. OF JCT. TR.23 (Lat: 39.599031, Lng: -81.503900), Route carried "on" structure: County highway T0005, Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 14 (year 2035), Features Intersected: BIG RUN, Facility Carried by Structure: TOWNSHIP ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 10.1m (33.1ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6133983, Location: .19 MI. N. OF JCT. TR.23 (Lat: 39.599031, Lng: -81.503900), Route carried "on" structure: County highway T0005, Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 14 (year 2035), Features Intersected: BIG RUN, Facility Carried by Structure: TOWNSHIP ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 10.1m (33.1ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8403481, Location: 4.03M S NOBLE CO. LINE (Lat: 39.588311, Lng: -81.461339), Route carried "on" structure: County highway C0008, Year Built: 1967, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 110 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 23,052 (year 2035), Design Load: H 15, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 45.4 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8403481, Location: 4.03M S NOBLE CO. LINE (Lat: 39.588311, Lng: -81.461339), Route carried "on" structure: County highway C0008, Year Built: 1967, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 110 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 23,052 (year 2035), Design Load: H 15, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 45.4 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: 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: 8403511, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628200, Lng: -81.462550), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,089 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 11,228 (year 2035), Design Load: HS 20, Features Intersected: TR 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.345, Lanes on structure: 2, Lanes under 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: Latex Concrete, Membrane: Epoxy
Structure Number: 8403511, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628200, Lng: -81.462550), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,089 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 11,228 (year 2035), Design Load: HS 20, Features Intersected: TR 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.345, Lanes on structure: 2, Lanes under 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: Latex Concrete, Membrane: Epoxy
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Structure Number: 8403546, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628261, Lng: -81.462250), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,089 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 11,228 (year 2035), Design Load: HS 20, Features Intersected: TR 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.345, Lanes on structure: 2, Lanes under 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: Latex Concrete, Membrane: Epoxy
Structure Number: 8403546, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628261, Lng: -81.462250), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,089 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 11,228 (year 2035), Design Load: HS 20, Features Intersected: TR 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.345, Lanes on structure: 2, Lanes under 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: Latex Concrete, Membrane: Epoxy
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Structure Number: 840357, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635461, Lng: -81.464250), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 14.45m (47.41ft), Average Daily Traffic: 7,873 (year 2015), Truck Traffic: 26%, Average Future Daily Traffic: 10,928 (year 2035), Design Load: HS 20, Features Intersected: SR 821-PA RR-DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.150, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.1 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: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 840357, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635461, Lng: -81.464250), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 14.45m (47.41ft), Average Daily Traffic: 7,873 (year 2015), Truck Traffic: 26%, Average Future Daily Traffic: 10,928 (year 2035), Design Load: HS 20, Features Intersected: SR 821-PA RR-DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.150, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.1 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: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 84036, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635339, Lng: -81.463950), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 14.45m (47.41ft), Average Daily Traffic: 7,873 (year 2015), Truck Traffic: 26%, Average Future Daily Traffic: 10,928 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 821-PA RR-DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.150, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 84036, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635339, Lng: -81.463950), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 14.45m (47.41ft), Average Daily Traffic: 7,873 (year 2015), Truck Traffic: 26%, Average Future Daily Traffic: 10,928 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 821-PA RR-DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.150, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 8405654, Location: 4.6 MI. N JCT SR 530 (Lat: 39.608450, Lng: -81.415911), Route carried "on" structure: State highway 821, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 372 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 516 (year 2035), Design Load: HS 20+Mod, Features Intersected: LONGS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8405654, Location: 4.6 MI. N JCT SR 530 (Lat: 39.608450, Lng: -81.415911), Route carried "on" structure: State highway 821, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 372 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 516 (year 2035), Design Load: HS 20+Mod, Features Intersected: LONGS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8405689, Location: 8.3 M N OF SR 530 (Lat: 39.613389, Lng: -81.421931), Route carried "on" structure: State highway 821, Year Built: 1996, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 372 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 516 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 8405689, Location: 8.3 M N OF SR 530 (Lat: 39.613389, Lng: -81.421931), Route carried "on" structure: State highway 821, Year Built: 1996, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 372 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 516 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 8405719, Location: 3.58M S NOBLE CO. LINE (Lat: 39.614961, Lng: -81.427950), Route carried "on" structure: State highway 821, Year Built: 1983, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 372 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 516 (year 2035), Design Load: HS 20, Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8405719, Location: 3.58M S NOBLE CO. LINE (Lat: 39.614961, Lng: -81.427950), Route carried "on" structure: State highway 821, Year Built: 1983, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 372 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 516 (year 2035), Design Load: HS 20, Features Intersected: WEST FORK OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8435014, Location: .01 MI E OF JCT SR 821 (Lat: 39.608261, Lng: -81.419039), Route carried "on" structure: County highway T0075, Year Built: 1914, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 15 (year 2017), Truck Traffic: 53%, Average Future Daily Traffic: 21 (year 2037), Features Intersected: DUCK CREEK * STEVEN, Facility Carried by Structure: TOWNSHIP ROAD 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $1,000, Total Project Cost: $71,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 8435014, Location: .01 MI E OF JCT SR 821 (Lat: 39.608261, Lng: -81.419039), Route carried "on" structure: County highway T0075, Year Built: 1914, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 15 (year 2017), Truck Traffic: 53%, Average Future Daily Traffic: 21 (year 2037), Features Intersected: DUCK CREEK * STEVEN, Facility Carried by Structure: TOWNSHIP ROAD 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $1,000, Total Project Cost: $71,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 8435081, Location: .07 MI E OF JCT SR 821 (Lat: 39.631681, Lng: -81.461089), Route carried "on" structure: County highway T0761, Year Built: 1985, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: DUCK CREEK * U MACKSBUR, Facility Carried by Structure: TOWNSHIP ROAD 761
Minimum Vertical Clearance: 24.66m (80.91ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8435081, Location: .07 MI E OF JCT SR 821 (Lat: 39.631681, Lng: -81.461089), Route carried "on" structure: County highway T0761, Year Built: 1985, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: DUCK CREEK * U MACKSBUR, Facility Carried by Structure: TOWNSHIP ROAD 761
Minimum Vertical Clearance: 24.66m (80.91ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8435146, Location: .01 MI N OF JCT SR 821 (Lat: 39.627731, Lng: -81.455650), Route carried "on" structure: County highway T0300, Year Built: 2004, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 451 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 626 (year 2035), Design Load: HS 20+Mod, Features Intersected: DUCK CR*LOWER MACKSBURG, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 8435146, Location: .01 MI N OF JCT SR 821 (Lat: 39.627731, Lng: -81.455650), Route carried "on" structure: County highway T0300, Year Built: 2004, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 451 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 626 (year 2035), Design Load: HS 20+Mod, Features Intersected: DUCK CR*LOWER MACKSBURG, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 8403481, Location: 4.03M S NOBLE CO. LINE (Lat: 39.588311, Lng: -81.461339), Route carried "under" structure: Interstate 77, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,608 (year 2015), Truck Traffic: 24%, Features Intersected: CR 8 SUBWAY
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 21.823, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft)
Structure Number: 8403481, Location: 4.03M S NOBLE CO. LINE (Lat: 39.588311, Lng: -81.461339), Route carried "under" structure: Interstate 77, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,608 (year 2015), Truck Traffic: 24%, Features Intersected: CR 8 SUBWAY
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 21.823, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft)
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Structure Number: 8403511, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628200, Lng: -81.462550), Route carried "under" structure: County highway 301, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 8403511, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628200, Lng: -81.462550), Route carried "under" structure: County highway 301, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 8403546, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628261, Lng: -81.462250), Route carried "under" structure: County highway 301, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 8403546, Location: 1.22M S NOBLE CO. LINE (Lat: 39.628261, Lng: -81.462250), Route carried "under" structure: County highway 301, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 840357, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635461, Lng: -81.464250), Route carried "under" structure: State highway 821, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,282 (year 2015), Truck Traffic: 8%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 32.090, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 840357, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635461, Lng: -81.464250), Route carried "under" structure: State highway 821, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,282 (year 2015), Truck Traffic: 8%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 32.090, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 84036, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635339, Lng: -81.463950), Route carried "under" structure: State highway 821, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,282 (year 2015), Truck Traffic: 8%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 32.074, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 84036, Location: 0.72M S NOBLE CO. LINE (Lat: 39.635339, Lng: -81.463950), Route carried "under" structure: State highway 821, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,282 (year 2015), Truck Traffic: 8%, Features Intersected: I 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 32.074, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)