Bridge Statistics for Richville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 23ft / 7mTotal length
- 95,705Total average daily traffic
- 11,308Total average daily truck traffic
- 96,850Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Richville
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 71970-1979
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 57.1%Very good
- 14.3%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Excellent
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Serious
- Bridge Condition - Substructure
- 28.6%Very good
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 66.7%Satisfactory
- 33.3%Fair
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Structure Number: 760749, Location: 2.34 MI E OF US 60 (Lat: 40.767086, Lng: -81.467053), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 16,738 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 23,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER GENOA AVE TR-243
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.589, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Better than 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: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 760749, Location: 2.34 MI E OF US 60 (Lat: 40.767086, Lng: -81.467053), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 16,738 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 23,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER GENOA AVE TR-243
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.589, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Better than 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: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 760749, Location: 2.34 MI E OF US 60 (Lat: 40.767086, Lng: -81.467053), Route carried "under" structure: City street 243, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,282 (year 2015), Truck Traffic: 3%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.094, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 760749, Location: 2.34 MI E OF US 60 (Lat: 40.767086, Lng: -81.467053), Route carried "under" structure: City street 243, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,282 (year 2015), Truck Traffic: 3%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.094, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 7607512, Location: 2.34 MI E OF US 60 (Lat: 40.767444, Lng: -81.467089), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 16,738 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 23,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER GENOA AVE TR-243
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.589, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very 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: 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: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607512, Location: 2.34 MI E OF US 60 (Lat: 40.767444, Lng: -81.467089), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 16,738 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 23,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER GENOA AVE TR-243
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.589, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very 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: 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: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607512, Location: 2.34 MI E OF US 60 (Lat: 40.767444, Lng: -81.467089), Route carried "under" structure: City street 243, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,331 (year 2015), Truck Traffic: 3%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.126, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 7607512, Location: 2.34 MI E OF US 60 (Lat: 40.767444, Lng: -81.467089), Route carried "under" structure: City street 243, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,331 (year 2015), Truck Traffic: 3%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.126, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 7607539, Location: 5.30 MI E OF SR 627 (Lat: 40.776153, Lng: -81.446972), Route carried "on" structure: County highway 225, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,315 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 46,465 (year 2039), Design Load: HS 20+Mod, Features Intersected: US-30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.288, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607539, Location: 5.30 MI E OF SR 627 (Lat: 40.776153, Lng: -81.446972), Route carried "on" structure: County highway 225, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,315 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 46,465 (year 2039), Design Load: HS 20+Mod, Features Intersected: US-30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.288, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 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: 7607539, Location: 5.30 MI E OF SR 627 (Lat: 40.776153, Lng: -81.446972), Route carried "under" structure: US 30, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 33,476 (year 2015), Truck Traffic: 15%, Features Intersected: UNDER PERRY DR CR-225, Facility Carried by Structure: PERRY DRIVE CR-225
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 18.616, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.1m (6.9ft)
Structure Number: 7607539, Location: 5.30 MI E OF SR 627 (Lat: 40.776153, Lng: -81.446972), Route carried "under" structure: US 30, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 33,476 (year 2015), Truck Traffic: 15%, Features Intersected: UNDER PERRY DR CR-225, Facility Carried by Structure: PERRY DRIVE CR-225
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 18.616, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.1m (6.9ft)
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Structure Number: 7630867, Location: 0.2 MI. N. OF CR252 (Lat: 40.733658, Lng: -81.478878), Route carried "on" structure: County highway T0251, Year Built: 1972, Year Reconstructed: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,557 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,161 (year 2039), Design Load: HL 93, Features Intersected: CONRAIL, Facility Carried by Structure: PE3437 KEMARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.473, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 63.8 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: 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7630867, Location: 0.2 MI. N. OF CR252 (Lat: 40.733658, Lng: -81.478878), Route carried "on" structure: County highway T0251, Year Built: 1972, Year Reconstructed: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,557 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,161 (year 2039), Design Load: HL 93, Features Intersected: CONRAIL, Facility Carried by Structure: PE3437 KEMARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.473, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 63.8 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: 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7633106, Location: 0.1 MI. W. OF TR256 (Lat: 40.715519, Lng: -81.453144), Route carried "on" structure: County highway T0297, Year Built: 1954, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 441 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 612 (year 2039), Design Load: H 15, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE0207 BRINKER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.774, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.3 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633106, Location: 0.1 MI. W. OF TR256 (Lat: 40.715519, Lng: -81.453144), Route carried "on" structure: County highway T0297, Year Built: 1954, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 441 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 612 (year 2039), Design Load: H 15, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE0207 BRINKER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.774, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.3 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633114, Location: 0.1 MI. S. OF TR309 (Lat: 40.721578, Lng: -81.450100), Route carried "on" structure: County highway T0256, Year Built: 1958, Year Reconstructed: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 620 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 861 (year 2039), Design Load: H 15, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE0108 BETH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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 corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633114, Location: 0.1 MI. S. OF TR309 (Lat: 40.721578, Lng: -81.450100), Route carried "on" structure: County highway T0256, Year Built: 1958, Year Reconstructed: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 620 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 861 (year 2039), Design Load: H 15, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE0108 BETH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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 corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633149, Location: 0.4 MI. W. OF TR256 (Lat: 40.701972, Lng: -81.453161), Route carried "on" structure: County highway C0276, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 287 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE1114 HAUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.592, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7633149, Location: 0.4 MI. W. OF TR256 (Lat: 40.701972, Lng: -81.453161), Route carried "on" structure: County highway C0276, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 287 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE1114 HAUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.592, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
