Bridge Statistics for Wellsville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 279ft / 85.1mTotal length
- 106,551Total average daily traffic
- 12,428Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wellsville
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11940-1949
- 21950-1959
- 11960-1969
- 111970-1979
- 21980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 17.6%Excellent
- 17.6%Very good
- 23.5%Good
- 41.2%Satisfactory
- Bridge Condition - Superstructure
- 17.6%Excellent
- 17.6%Very good
- 52.9%Good
- 11.8%Satisfactory
- Bridge Condition - Substructure
- 5.9%Excellent
- 35.3%Very good
- 29.4%Good
- 29.4%Satisfactory
- Bridge Condition - Channel
- 8.3%Excellent
- 58.3%Very good
- 33.3%Good
Find on map >> Show street view
Structure Number: 1500015, Location: .67 M S OF SR 39 (Lat: 40.590950, Lng: -80.669319), Route carried "on" structure: County highway 527, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 976 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,355 (year 2038), Design Load: HS 20, Features Intersected: SR-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1500015, Location: .67 M S OF SR 39 (Lat: 40.590950, Lng: -80.669319), Route carried "on" structure: County highway 527, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 976 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,355 (year 2038), Design Load: HS 20, Features Intersected: SR-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1500023, Location: .77 M S OF 10TH ST (Lat: 40.599619, Lng: -80.663411), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 12,478 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 17,319 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 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: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.8 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1500023, Location: .77 M S OF 10TH ST (Lat: 40.599619, Lng: -80.663411), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 12,478 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 17,319 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 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: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.8 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1500058, Location: .77 M N OF SR 39 (Lat: 40.605189, Lng: -80.653089), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 14,063 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 19,519 (year 2035), Design Load: HS 20, Features Intersected: SPRING HILL RD (10TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1500058, Location: .77 M N OF SR 39 (Lat: 40.605189, Lng: -80.653089), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 14,063 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 19,519 (year 2035), Design Load: HS 20, Features Intersected: SPRING HILL RD (10TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1500074, Location: .82 M N OF 10TH ST (Lat: 40.613869, Lng: -80.642381), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 14.64m (48.03ft), Average Daily Traffic: 11,314 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 15,704 (year 2035), Design Load: HS 20, Features Intersected: SR 45-LITTLE YELLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1500074, Location: .82 M N OF 10TH ST (Lat: 40.613869, Lng: -80.642381), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 14.64m (48.03ft), Average Daily Traffic: 11,314 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 15,704 (year 2035), Design Load: HS 20, Features Intersected: SR 45-LITTLE YELLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1500082, Location: .82 M N OF 10TH ST (Lat: 40.613931, Lng: -80.643000), Route carried "on" structure: Ramp State highway 7, Year Built: 1974, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,590 (year 1973), Average Future Daily Traffic: 2,207 (year 1993), Design Load: HS 20, Features Intersected: LITTLE YELLOW CR(RAMP D)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1500082, Location: .82 M N OF 10TH ST (Lat: 40.613931, Lng: -80.643000), Route carried "on" structure: Ramp State highway 7, Year Built: 1974, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,590 (year 1973), Average Future Daily Traffic: 2,207 (year 1993), Design Load: HS 20, Features Intersected: LITTLE YELLOW CR(RAMP D)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1500104, Location: 1.12 M N OF 10TH ST (Lat: 40.616611, Lng: -80.638189), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 11,314 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 15,704 (year 2035), Design Load: HS 20, Features Intersected: SR 45 NB (WELLS AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1500104, Location: 1.12 M N OF 10TH ST (Lat: 40.616611, Lng: -80.638189), Route carried "on" structure: State highway 7, Year Built: 1974, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 11,314 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 15,704 (year 2035), Design Load: HS 20, Features Intersected: SR 45 NB (WELLS AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1532359, Location: 0.3 MI N SR39 (Lat: 40.628500, Lng: -80.709250), Route carried "on" structure: County highway T1002, Year Built: 1985, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,213 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,684 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: FIFE-COAL RD 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1532359, Location: 0.3 MI N SR39 (Lat: 40.628500, Lng: -80.709250), Route carried "on" structure: County highway T1002, Year Built: 1985, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,213 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,684 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: FIFE-COAL RD 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1532367, Location: 0.4 MI N SR39 (Lat: 40.629800, Lng: -80.708400), Route carried "on" structure: County highway T1002, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,213 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,684 (year 2035), Design Load: HS 20, Features Intersected: NO NAME, Facility Carried by Structure: FIFE-COAL RD 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 1532367, Location: 0.4 MI N SR39 (Lat: 40.629800, Lng: -80.708400), Route carried "on" structure: County highway T1002, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,213 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,684 (year 2035), Design Load: HS 20, Features Intersected: NO NAME, Facility Carried by Structure: FIFE-COAL RD 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 1538071, Location: 0.7 MI W SR45 (Lat: 40.621700, Lng: -80.660231), Route carried "on" structure: County highway T1006, Year Built: 1920, Year Reconstructed: 2020, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: HIBBETTS-MILL 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Open Grating
Structure Number: 1538071, Location: 0.7 MI W SR45 (Lat: 40.621700, Lng: -80.660231), Route carried "on" structure: County highway T1006, Year Built: 1920, Year Reconstructed: 2020, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: HIBBETTS-MILL 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Open Grating
Find on map >> Show street view
Structure Number: 1538098, Location: 0.3 MI W SR 45 (Lat: 40.620969, Lng: -80.653761), Route carried "on" structure: County highway T1006, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: HIBBETTS MILL 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1538098, Location: 0.3 MI W SR 45 (Lat: 40.620969, Lng: -80.653761), Route carried "on" structure: County highway T1006, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: HIBBETTS MILL 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1538322, Location: 0.2 MI W T1006 (Lat: 40.622250, Lng: -80.663689), Route carried "on" structure: County highway T1075, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: MCKEF RD 1075
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1538322, Location: 0.2 MI W T1006 (Lat: 40.622250, Lng: -80.663689), Route carried "on" structure: County highway T1075, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: MCKEF RD 1075
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 153833, Location: 0.5 MI W SR45 (Lat: 40.632231, Lng: -80.668669), Route carried "on" structure: County highway T1076, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: NO NAME, Facility Carried by Structure: CRAWFORD RD 1076
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 153833, Location: 0.5 MI W SR45 (Lat: 40.632231, Lng: -80.668669), Route carried "on" structure: County highway T1076, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: NO NAME, Facility Carried by Structure: CRAWFORD RD 1076
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1560018, Location: 0.0 MI S SR45 (Lat: 40.614119, Lng: -80.641431), Route carried "on" structure: County highway 530, Year Built: 1940, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,731 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 13,507 (year 2035), Design Load: H 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: Lisbon Steet
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 29.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1560018, Location: 0.0 MI S SR45 (Lat: 40.614119, Lng: -80.641431), Route carried "on" structure: County highway 530, Year Built: 1940, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,731 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 13,507 (year 2035), Design Load: H 20, Features Intersected: LITTLE YELLOW CREEK, Facility Carried by Structure: Lisbon Steet
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 29.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4101626, Location: 0.21 MI S OF COL.CO.LINE (Lat: 40.568489, Lng: -80.663511), Route carried "on" structure: State highway 7, Year Built: 1958, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 9,400 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 13,047 (year 2035), Design Load: HS 20, Features Intersected: NS RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 36.9 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: 4101626, Location: 0.21 MI S OF COL.CO.LINE (Lat: 40.568489, Lng: -80.663511), Route carried "on" structure: State highway 7, Year Built: 1958, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 9,400 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 13,047 (year 2035), Design Load: HS 20, Features Intersected: NS RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 36.9 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 410165, Location: 0.75 MI S OF COL.CO.LINE (Lat: 40.571939, Lng: -80.667639), Route carried "on" structure: State highway 7, Year Built: 1958, Status: Open, Structure Length: 18.97m (62.24ft), Average Daily Traffic: 9,400 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 13,047 (year 2035), Design Load: HS 20, Features Intersected: NS RR, YELLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.396, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 410165, Location: 0.75 MI S OF COL.CO.LINE (Lat: 40.571939, Lng: -80.667639), Route carried "on" structure: State highway 7, Year Built: 1958, Status: Open, Structure Length: 18.97m (62.24ft), Average Daily Traffic: 9,400 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 13,047 (year 2035), Design Load: HS 20, Features Intersected: NS RR, YELLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.396, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4103246, Location: 8.77 MI.N.OF SR 152 (Lat: 40.562661, Lng: -80.670981), Route carried "on" structure: State highway 213, Year Built: 1929, Year Reconstructed: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,858 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,579 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOLLOW ROCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 4103246, Location: 8.77 MI.N.OF SR 152 (Lat: 40.562661, Lng: -80.670981), Route carried "on" structure: State highway 213, Year Built: 1929, Year Reconstructed: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,858 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,579 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOLLOW ROCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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: Bituminous, Membrane: Built-up, Deck Protection: Other
Find on map >> Show street view
Structure Number: 410327, Location: .11 MI S OF SR 7 (Lat: 40.568069, Lng: -80.666081), Route carried "on" structure: State highway 213, Year Built: 1926, Year Reconstructed: 1986, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,858 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,579 (year 2035), Design Load: HS 20+Mod, Features Intersected: COL & OH RIVER RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.676, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 74.5 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 410327, Location: .11 MI S OF SR 7 (Lat: 40.568069, Lng: -80.666081), Route carried "on" structure: State highway 213, Year Built: 1926, Year Reconstructed: 1986, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,858 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,579 (year 2035), Design Load: HS 20+Mod, Features Intersected: COL & OH RIVER RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.676, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 74.5 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4131488, Location: 0.7 Mi SW SR213 (Lat: 40.554639, Lng: -80.675081), Route carried "on" structure: County highway C0051, Year Built: 2017, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 157 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 218 (year 2037), Design Load: HL 93, Features Intersected: Hollow Rock Run, Facility Carried by Structure: CR51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $427,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4131488, Location: 0.7 Mi SW SR213 (Lat: 40.554639, Lng: -80.675081), Route carried "on" structure: County highway C0051, Year Built: 2017, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 157 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 218 (year 2037), Design Load: HL 93, Features Intersected: Hollow Rock Run, Facility Carried by Structure: CR51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $427,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1500015, Location: .67 M S OF SR 39 (Lat: 40.590950, Lng: -80.669319), Route carried "under" structure: State highway 7, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 8,393 (year 2016), Truck Traffic: 16%, Features Intersected: RAMP A CLARK AVE CR-527
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.941, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 1500015, Location: .67 M S OF SR 39 (Lat: 40.590950, Lng: -80.669319), Route carried "under" structure: State highway 7, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 8,393 (year 2016), Truck Traffic: 16%, Features Intersected: RAMP A CLARK AVE CR-527
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.941, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 1500023, Location: .77 M S OF 10TH ST (Lat: 40.599619, Lng: -80.663411), Route carried "under" structure: State highway 39, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,940 (year 2009), Truck Traffic: 6%, Features Intersected: SR 7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.758, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 1500023, Location: .77 M S OF 10TH ST (Lat: 40.599619, Lng: -80.663411), Route carried "under" structure: State highway 39, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,940 (year 2009), Truck Traffic: 6%, Features Intersected: SR 7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.758, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Find on map >> Show street view
Structure Number: 1500058, Location: .77 M N OF SR 39 (Lat: 40.605189, Lng: -80.653089), Route carried "under" structure: County highway 418, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,501 (year 2015), Truck Traffic: 5%, Features Intersected: SR7 AND SR39, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.5m (47.6ft)
Structure Number: 1500058, Location: .77 M N OF SR 39 (Lat: 40.605189, Lng: -80.653089), Route carried "under" structure: County highway 418, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,501 (year 2015), Truck Traffic: 5%, Features Intersected: SR7 AND SR39, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.5m (47.6ft)
Find on map >> Show street view
Structure Number: 1500074, Location: .82 M N OF 10TH ST (Lat: 40.613869, Lng: -80.642381), Route carried "under" structure: State highway 45, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,052 (year 2015), Truck Traffic: 10%, Features Intersected: S.R.7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 1500074, Location: .82 M N OF 10TH ST (Lat: 40.613869, Lng: -80.642381), Route carried "under" structure: State highway 45, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,052 (year 2015), Truck Traffic: 10%, Features Intersected: S.R.7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 1500104, Location: 1.12 M N OF 10TH ST (Lat: 40.616611, Lng: -80.638189), Route carried "under" structure: State highway 45, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,264 (year 2015), Truck Traffic: 11%, Features Intersected: S.R.7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1500104, Location: 1.12 M N OF 10TH ST (Lat: 40.616611, Lng: -80.638189), Route carried "under" structure: State highway 45, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,264 (year 2015), Truck Traffic: 11%, Features Intersected: S.R.7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)