Bridge Statistics for Morgandale, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 141ft / 42.9mTotal length
- 156,488Total average daily traffic
- 11,874Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Morgandale
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 52000-2009
- Bridge Condition - Deck
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Superstructure
- 87.5%Good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 87.5%Good
- 12.5%Satisfactory
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Structure Number: 7800878, Location: 1.34 MI E OF SR 45 (Lat: 41.277011, Lng: -80.813381), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 14,536 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,176 (year 2035), Design Load: HS 20, Features Intersected: OVER N PARK AVE CR-143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.731, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7800878, Location: 1.34 MI E OF SR 45 (Lat: 41.277011, Lng: -80.813381), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 14,536 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,176 (year 2035), Design Load: HS 20, Features Intersected: OVER N PARK AVE CR-143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.731, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7800908, Location: 1.34 MI E OF SR 45 (Lat: 41.276739, Lng: -80.813350), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 14,536 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,176 (year 2035), Design Load: HS 20, Features Intersected: OVER N PARK AVE CR-143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.731, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7800908, Location: 1.34 MI E OF SR 45 (Lat: 41.276739, Lng: -80.813350), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 14,536 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,176 (year 2035), Design Load: HS 20, Features Intersected: OVER N PARK AVE CR-143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.731, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7800932, Location: 2.09 MI E OF SR 45 (Lat: 41.276939, Lng: -80.801719), Route carried "on" structure: County highway C1469, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 7,268 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 40,786 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER SR 5 & SR 82, Facility Carried by Structure: PERKINS-JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.591, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7800932, Location: 2.09 MI E OF SR 45 (Lat: 41.276939, Lng: -80.801719), Route carried "on" structure: County highway C1469, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 7,268 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 40,786 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER SR 5 & SR 82, Facility Carried by Structure: PERKINS-JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.591, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 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: 7800967, Location: 3.16 MI E OF SR 45 (Lat: 41.275111, Lng: -80.781411), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,849 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,610 (year 2035), Design Load: HS 20, Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.450, Lanes on structure: 3, 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: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7800967, Location: 3.16 MI E OF SR 45 (Lat: 41.275111, Lng: -80.781411), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,849 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,610 (year 2035), Design Load: HS 20, Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.450, Lanes on structure: 3, 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: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 7800991, Location: 3.16 MI E OF SR 45 (Lat: 41.274831, Lng: -80.781650), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,849 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,610 (year 2035), Design Load: HS 20, Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7800991, Location: 3.16 MI E OF SR 45 (Lat: 41.274831, Lng: -80.781650), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,849 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 20,610 (year 2035), Design Load: HS 20, Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 7801025, Location: 3.34 MI E OF SR 45 (Lat: 41.274450, Lng: -80.778061), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 2,286 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,173 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TRU-SR 5-14.40 ELM
Minimum Vertical Clearance: 10.82m (35.50ft), Kilometerpoint: 22.740, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7801025, Location: 3.34 MI E OF SR 45 (Lat: 41.274450, Lng: -80.778061), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 2,286 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,173 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TRU-SR 5-14.40 ELM
Minimum Vertical Clearance: 10.82m (35.50ft), Kilometerpoint: 22.740, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 7801084, Location: 3.34 MI E OF SR 45 (Lat: 41.273989, Lng: -80.777789), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 2,286 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,173 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TRU-SR 5-14.38 ELM
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 22.740, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7801084, Location: 3.34 MI E OF SR 45 (Lat: 41.273989, Lng: -80.777789), Route carried "on" structure: State highway 5, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 2,286 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,173 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TRU-SR 5-14.38 ELM
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 22.740, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 7804636, Location: 0.70 MI E OF SR 5 (Lat: 41.265589, Lng: -80.770861), Route carried "on" structure: County highway C0142, Year Built: 1979, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 7,842 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 42,552 (year 2035), Design Load: HS 20, Features Intersected: SR82, Facility Carried by Structure: NORTH RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.295, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7804636, Location: 0.70 MI E OF SR 5 (Lat: 41.265589, Lng: -80.770861), Route carried "on" structure: County highway C0142, Year Built: 1979, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 7,842 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 42,552 (year 2035), Design Load: HS 20, Features Intersected: SR82, Facility Carried by Structure: NORTH RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.295, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7800878, Location: 1.34 MI E OF SR 45 (Lat: 41.277011, Lng: -80.813381), Route carried "under" structure: County highway 143, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 3,498 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER SR 5 & SR 82, Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 48.441, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 7800878, Location: 1.34 MI E OF SR 45 (Lat: 41.277011, Lng: -80.813381), Route carried "under" structure: County highway 143, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 3,498 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER SR 5 & SR 82, Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 48.441, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 7800908, Location: 1.34 MI E OF SR 45 (Lat: 41.276739, Lng: -80.813350), Route carried "under" structure: County highway 143, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 3,498 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER SR 5 & SR 82, Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 7800908, Location: 1.34 MI E OF SR 45 (Lat: 41.276739, Lng: -80.813350), Route carried "under" structure: County highway 143, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 3,498 (year 2015), Truck Traffic: 3%, Features Intersected: UNDER SR 5 & SR 82, Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 7800932, Location: 2.09 MI E OF SR 45 (Lat: 41.276939, Lng: -80.801719), Route carried "under" structure: State highway 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 29,385 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER LARCHMONT AVE, Facility Carried by Structure: PERKINS-JONES ROAD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 20.696, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)
Structure Number: 7800932, Location: 2.09 MI E OF SR 45 (Lat: 41.276939, Lng: -80.801719), Route carried "under" structure: State highway 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 29,385 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER LARCHMONT AVE, Facility Carried by Structure: PERKINS-JONES ROAD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 20.696, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)
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Structure Number: 7801025, Location: 3.34 MI E OF SR 45 (Lat: 41.274450, Lng: -80.778061), Route carried "under" structure: State highway 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,499 (year 2015), Truck Traffic: 11%, Features Intersected: UNDER SR5 & SR82
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 23.175, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 7801025, Location: 3.34 MI E OF SR 45 (Lat: 41.274450, Lng: -80.778061), Route carried "under" structure: State highway 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,499 (year 2015), Truck Traffic: 11%, Features Intersected: UNDER SR5 & SR82
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 23.175, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 7801084, Location: 3.34 MI E OF SR 45 (Lat: 41.273989, Lng: -80.777789), Route carried "under" structure: State highway 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,499 (year 2015), Truck Traffic: 11%, Features Intersected: UNDER SR5 & SR82
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 23.142, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 7801084, Location: 3.34 MI E OF SR 45 (Lat: 41.273989, Lng: -80.777789), Route carried "under" structure: State highway 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,499 (year 2015), Truck Traffic: 11%, Features Intersected: UNDER SR5 & SR82
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 23.142, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 7804636, Location: 0.70 MI E OF SR 5 (Lat: 41.265589, Lng: -80.770861), Route carried "under" structure: State highway 82, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 30,657 (year 2015), Truck Traffic: 9%, Features Intersected: UNDER N RIVER RD CR-142, Facility Carried by Structure: NORTH RIVER ROAD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 23.802, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 7804636, Location: 0.70 MI E OF SR 5 (Lat: 41.265589, Lng: -80.770861), Route carried "under" structure: State highway 82, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 30,657 (year 2015), Truck Traffic: 9%, Features Intersected: UNDER N RIVER RD CR-142, Facility Carried by Structure: NORTH RIVER ROAD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 23.802, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)