Bridge Statistics for Apple Creek, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 79ft / 23.6mTotal length
- $390,000Total costs
- 28,663Total average daily traffic
- 3,862Total average daily truck traffic
- 36,951Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Apple Creek
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- 21990-1999
- 22000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 23.1%Excellent
- 15.4%Very good
- 38.5%Good
- 7.7%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 23.1%Excellent
- 23.1%Very good
- 23.1%Good
- 15.4%Satisfactory
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Substructure
- 15.4%Excellent
- 23.1%Very good
- 30.8%Good
- 7.7%Satisfactory
- 23.1%Poor
- Bridge Condition - Channel
- 7.1%Excellent
- 14.3%Very good
- 7.1%Good
- 57.1%Satisfactory
- 14.3%Poor
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Structure Number: 8504776, Location: 9.69 MILES NORTH OF SR241 (Lat: 40.756681, Lng: -81.863531), Route carried "on" structure: US 250, Year Built: 1956, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,936 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,627 (year 2035), Design Load: H 20, Features Intersected: BR OF APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.858, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 8504776, Location: 9.69 MILES NORTH OF SR241 (Lat: 40.756681, Lng: -81.863531), Route carried "on" structure: US 250, Year Built: 1956, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,936 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,627 (year 2035), Design Load: H 20, Features Intersected: BR OF APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.858, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 8504814, Location: 8.85 MILES NORTH OF SR241 (Lat: 40.755461, Lng: -81.847700), Route carried "on" structure: US 250, Year Built: 1986, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 6,936 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,627 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8504814, Location: 8.85 MILES NORTH OF SR241 (Lat: 40.755461, Lng: -81.847700), Route carried "on" structure: US 250, Year Built: 1986, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 6,936 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,627 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8504831, Location: 7.66 MI. W. OF SR241/SR94 (Lat: 40.745211, Lng: -81.831869), Route carried "on" structure: US 250, Year Built: 2020, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 7,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,300 (year 2040), Design Load: HL 93, Features Intersected: LITTLE APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.996, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8504831, Location: 7.66 MI. W. OF SR241/SR94 (Lat: 40.745211, Lng: -81.831869), Route carried "on" structure: US 250, Year Built: 2020, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 7,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,300 (year 2040), Design Load: HL 93, Features Intersected: LITTLE APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.996, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8541299, Location: 0.2 MI. S. OF US250 (Lat: 40.735050, Lng: -81.819411), Route carried "on" structure: County highway C094A, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 1,753 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,433 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 94A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8541299, Location: 0.2 MI. S. OF US250 (Lat: 40.735050, Lng: -81.819411), Route carried "on" structure: County highway C094A, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 1,753 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,433 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 94A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8541345, Location: 0.2 MI. NORTH OF CR188 (Lat: 40.758911, Lng: -81.814200), Route carried "on" structure: County highway T0162, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 269 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 373 (year 2035), Features Intersected: BRANCH OF APPLE CREEK, Facility Carried by Structure: TWP. ROAD 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $150,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8541345, Location: 0.2 MI. NORTH OF CR188 (Lat: 40.758911, Lng: -81.814200), Route carried "on" structure: County highway T0162, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 269 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 373 (year 2035), Features Intersected: BRANCH OF APPLE CREEK, Facility Carried by Structure: TWP. ROAD 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $150,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8541442, Location: 0.3 MILE EAST OF CR142 (Lat: 40.755661, Lng: -81.819261), Route carried "on" structure: County highway C0188, Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,588 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,204 (year 2035), Design Load: HS 15, Features Intersected: BRANCH OF APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 188
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 10.2m (33.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8541442, Location: 0.3 MILE EAST OF CR142 (Lat: 40.755661, Lng: -81.819261), Route carried "on" structure: County highway C0188, Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,588 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,204 (year 2035), Design Load: HS 15, Features Intersected: BRANCH OF APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 188
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 10.2m (33.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 854159, Location: 0.1 MI. S. OF US250 (Lat: 40.747200, Lng: -81.835689), Route carried "on" structure: County highway T0436, Year Built: 1986, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 505 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 701 (year 2035), Design Load: H 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 436
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 854159, Location: 0.1 MI. S. OF US250 (Lat: 40.747200, Lng: -81.835689), Route carried "on" structure: County highway T0436, Year Built: 1986, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 505 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 701 (year 2035), Design Load: H 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 436
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8541604, Location: 0.2 MI. S. OF US250 (Lat: 40.753181, Lng: -81.843789), Route carried "on" structure: County highway C0044, Year Built: 1986, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 861 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,195 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 8541604, Location: 0.2 MI. S. OF US250 (Lat: 40.753181, Lng: -81.843789), Route carried "on" structure: County highway C0044, Year Built: 1986, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 861 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,195 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 8541612, Location: 0.2 MI. S. OF US250 (Lat: 40.737481, Lng: -81.824069), Route carried "on" structure: County highway C0225, Year Built: 1989, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 436 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 605 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County 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: 10.8m (35.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 8541612, Location: 0.2 MI. S. OF US250 (Lat: 40.737481, Lng: -81.824069), Route carried "on" structure: County highway C0225, Year Built: 1989, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 436 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 605 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County 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: 10.8m (35.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 854162, Location: 0.1 MI. N. OF US250 (Lat: 40.757869, Lng: -81.853611), Route carried "on" structure: County highway T0302, Year Built: 1991, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 246 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 341 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 854162, Location: 0.1 MI. N. OF US250 (Lat: 40.757869, Lng: -81.853611), Route carried "on" structure: County highway T0302, Year Built: 1991, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 246 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 341 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8541671, Location: 0.1 MI. SW. OF US250 (Lat: 40.751089, Lng: -81.841281), Route carried "on" structure: County highway T0435, Year Built: 1999, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 739 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,026 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8541671, Location: 0.1 MI. SW. OF US250 (Lat: 40.751089, Lng: -81.841281), Route carried "on" structure: County highway T0435, Year Built: 1999, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 739 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,026 (year 2035), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8541701, Location: 0.3 MILE EAST OF CR54 (Lat: 40.777161, Lng: -81.872731), Route carried "on" structure: County highway T0163, Year Built: 2007, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 236 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 328 (year 2035), Design Load: HS 20+Mod, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8541701, Location: 0.3 MILE EAST OF CR54 (Lat: 40.777161, Lng: -81.872731), Route carried "on" structure: County highway T0163, Year Built: 2007, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 236 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 328 (year 2035), Design Load: HS 20+Mod, Features Intersected: APPLE CREEK, Facility Carried by Structure: TWP. ROAD 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8543569, Location: 0.1 MI. SOUTH OF SR250 (Lat: 40.755950, Lng: -81.876889), Route carried "on" structure: County highway C0054, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 276 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 383 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 8543569, Location: 0.1 MI. SOUTH OF SR250 (Lat: 40.755950, Lng: -81.876889), Route carried "on" structure: County highway C0054, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 276 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 383 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF APPLE CREEK, Facility Carried by Structure: COUNTY ROAD 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 8552681, Location: 0.7 MI. E. OF CR54 (Lat: 40.726200, Lng: -81.864131), Route carried "on" structure: County highway T0165, Year Built: 1920, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 582 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 808 (year 2035), Features Intersected: N. BRANCH SALT CREEK, Facility Carried by Structure: TWP. ROAD 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8552681, Location: 0.7 MI. E. OF CR54 (Lat: 40.726200, Lng: -81.864131), Route carried "on" structure: County highway T0165, Year Built: 1920, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 582 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 808 (year 2035), Features Intersected: N. BRANCH SALT CREEK, Facility Carried by Structure: TWP. ROAD 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous