Bridge Statistics for Bellaire, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 630ft / 192mTotal length
- $170,000Total costs
- 330,944Total average daily traffic
- 37,786Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bellaire
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 71970-1979
- 21980-1989
- 171990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 4.5%Very good
- 72.7%Good
- 18.2%Satisfactory
- 4.5%Fair
- Bridge Condition - Superstructure
- 26.1%Very good
- 39.1%Good
- 30.4%Satisfactory
- 4.3%Poor
- Bridge Condition - Substructure
- 21.7%Very good
- 43.5%Good
- 21.7%Satisfactory
- 4.3%Fair
- 4.3%Poor
- 4.3%Serious
- Bridge Condition - Channel
- 17.6%Very good
- 41.2%Good
- 29.4%Satisfactory
- 11.8%Fair
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Structure Number: 700347, Location: 2.98 MI S IR 470 (Lat: 40.010150, Lng: -80.743389), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 21,945 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 30,460 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 149 (26 ST.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.993, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700347, Location: 2.98 MI S IR 470 (Lat: 40.010150, Lng: -80.743389), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 21,945 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 30,460 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 149 (26 ST.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.993, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 700371, Location: 3.11 MI S OF JCT IR 470 (Lat: 40.008219, Lng: -80.743811), Route carried "on" structure: State highway 149, Year Built: 1993, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,433 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,989 (year 2038), Design Load: HS 20+Mod, Features Intersected: MCMAHON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700371, Location: 3.11 MI S OF JCT IR 470 (Lat: 40.008219, Lng: -80.743811), Route carried "on" structure: State highway 149, Year Built: 1993, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,433 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,989 (year 2038), Design Load: HS 20+Mod, Features Intersected: MCMAHON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 700436, Location: 3.10 MI S OF JCT IR 470 (Lat: 40.008250, Lng: -80.744131), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 14,113 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 19,589 (year 2035), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.800, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.4m (80.1ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700436, Location: 3.10 MI S OF JCT IR 470 (Lat: 40.008250, Lng: -80.744131), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 14,113 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 19,589 (year 2035), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.800, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.4m (80.1ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 700444, Location: 0.02MI N OF SR147 BELMONT (Lat: 40.008100, Lng: -80.745161), Route carried "on" structure: County highway C0531, Year Built: 1997, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK, Facility Carried by Structure: BELMONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.945, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700444, Location: 0.02MI N OF SR147 BELMONT (Lat: 40.008100, Lng: -80.745161), Route carried "on" structure: County highway C0531, Year Built: 1997, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK, Facility Carried by Structure: BELMONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.945, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 70046, Location: 3.09 MI. S. OF JCT IR 470 (Lat: 40.008200, Lng: -80.744450), Route carried "on" structure: State highway 149, Year Built: 1993, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 1,433 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,989 (year 2038), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 70046, Location: 3.09 MI. S. OF JCT IR 470 (Lat: 40.008200, Lng: -80.744450), Route carried "on" structure: State highway 149, Year Built: 1993, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 1,433 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,989 (year 2038), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 700479, Location: 0.62 MI N OF BELLAIRE NCL (Lat: 40.047431, Lng: -80.733989), Route carried "on" structure: State highway 7, Year Built: 1979, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 13,449 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 18,667 (year 2038), Design Load: HS 20+Mod, Features Intersected: SB 7 OVER RAMPS A AND B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.242, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 700479, Location: 0.62 MI N OF BELLAIRE NCL (Lat: 40.047431, Lng: -80.733989), Route carried "on" structure: State highway 7, Year Built: 1979, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 13,449 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 18,667 (year 2038), Design Load: HS 20+Mod, Features Intersected: SB 7 OVER RAMPS A AND B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.242, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 700495, Location: 4.08 MI S OF JCT IR 470 (Lat: 39.994311, Lng: -80.741819), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 19,661 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 27,289 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 147
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.223, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700495, Location: 4.08 MI S OF JCT IR 470 (Lat: 39.994311, Lng: -80.741819), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 19,661 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 27,289 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 147
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.223, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 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: 700509, Location: 1.35 MI.S. I-470 (Lat: 40.030469, Lng: -80.738189), Route carried "on" structure: City street 533, Year Built: 1998, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 6,086 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 8,447 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.117, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700509, Location: 1.35 MI.S. I-470 (Lat: 40.030469, Lng: -80.738189), Route carried "on" structure: City street 533, Year Built: 1998, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 6,086 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 8,447 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.117, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 700525, Location: 0.04 MI.E.JCT.SR7 & 48TH (Lat: 40.030539, Lng: -80.737200), Route carried "on" structure: ServiceCounty highway 505, Year Built: 1998, Status: Open, Structure Length: 22.55m (73.98ft), Average Daily Traffic: 3,167 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 4,396 (year 2038), Design Load: HS 20+Mod, Features Intersected: 48TH ST CR-505 CNT O/ RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.294, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.3 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700525, Location: 0.04 MI.E.JCT.SR7 & 48TH (Lat: 40.030539, Lng: -80.737200), Route carried "on" structure: ServiceCounty highway 505, Year Built: 1998, Status: Open, Structure Length: 22.55m (73.98ft), Average Daily Traffic: 3,167 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 4,396 (year 2038), Design Load: HS 20+Mod, Features Intersected: 48TH ST CR-505 CNT O/ RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.294, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.3 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 700584, Location: 2.22 MI S OF JCT I470 (Lat: 40.020689, Lng: -80.740511), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 37.09m (121.69ft), Average Daily Traffic: 10,973 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 15,231 (year 2038), Design Load: HS 20+Mod, Features Intersected: INDIAN RUN,CSX RR,ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.216, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700584, Location: 2.22 MI S OF JCT I470 (Lat: 40.020689, Lng: -80.740511), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 37.09m (121.69ft), Average Daily Traffic: 10,973 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 15,231 (year 2038), Design Load: HS 20+Mod, Features Intersected: INDIAN RUN,CSX RR,ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.216, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 700592, Location: 2.22 MI S OF JCT I470 (Lat: 40.020631, Lng: -80.740389), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 37.09m (121.69ft), Average Daily Traffic: 10,973 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 15,231 (year 2038), Design Load: HS 20+Mod, Features Intersected: INDIAN RUN,CSX RR, ACCES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.216, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700592, Location: 2.22 MI S OF JCT I470 (Lat: 40.020631, Lng: -80.740389), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 37.09m (121.69ft), Average Daily Traffic: 10,973 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 15,231 (year 2038), Design Load: HS 20+Mod, Features Intersected: INDIAN RUN,CSX RR, ACCES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.216, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 703524, Location: 1.74 M W OF BELAIRE (Lat: 39.995861, Lng: -80.778750), Route carried "on" structure: State highway 147, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,054 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,463 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.331, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 703524, Location: 1.74 M W OF BELAIRE (Lat: 39.995861, Lng: -80.778750), Route carried "on" structure: State highway 147, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,054 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,463 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.331, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 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: 703559, Location: 2.22 MI.W.SR 7 (Lat: 40.000869, Lng: -80.771561), Route carried "on" structure: State highway 147, Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,054 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,463 (year 2035), Design Load: HS 20, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 703559, Location: 2.22 MI.W.SR 7 (Lat: 40.000869, Lng: -80.771561), Route carried "on" structure: State highway 147, Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,054 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,463 (year 2035), Design Load: HS 20, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 703583, Location: 1.34 MI.W.SR.7 (Lat: 40.010219, Lng: -80.765939), Route carried "on" structure: State highway 147, Year Built: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,054 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,463 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 703583, Location: 1.34 MI.W.SR.7 (Lat: 40.010219, Lng: -80.765939), Route carried "on" structure: State highway 147, Year Built: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,054 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,463 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 706361, Location: .18 M W OF SR 7 (Lat: 40.048481, Lng: -80.737281), Route carried "on" structure: Ramp Interstate 470, Year Built: 1979, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,188 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 8,589 (year 2038), Design Load: HS 20, Features Intersected: RAMPS A & B OVER IR-470
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.0m (59.1ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 706361, Location: .18 M W OF SR 7 (Lat: 40.048481, Lng: -80.737281), Route carried "on" structure: Ramp Interstate 470, Year Built: 1979, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,188 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 8,589 (year 2038), Design Load: HS 20, Features Intersected: RAMPS A & B OVER IR-470
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.0m (59.1ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 706396, Location: .08 M E OF SR 7 (Lat: 40.049269, Lng: -80.734039), Route carried "on" structure: Interstate 470, Year Built: 1978, Status: Open, Structure Length: 17.96m (58.92ft), Average Daily Traffic: 43,387 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 60,221 (year 2035), Design Load: HS 20, Features Intersected: SR7 N.S.RR & OH RIVER
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.525, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 230.1m (754.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 17.96m (58.92ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: September 2016, Other Special Inspection Date: March 2017, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $20,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 706396, Location: .08 M E OF SR 7 (Lat: 40.049269, Lng: -80.734039), Route carried "on" structure: Interstate 470, Year Built: 1978, Status: Open, Structure Length: 17.96m (58.92ft), Average Daily Traffic: 43,387 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 60,221 (year 2035), Design Load: HS 20, Features Intersected: SR7 N.S.RR & OH RIVER
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.525, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 230.1m (754.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 17.96m (58.92ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: September 2016, Other Special Inspection Date: March 2017, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $20,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 730882, Location: 0.18 MI W OF JCT SR 147 (Lat: 40.010939, Lng: -80.765919), Route carried "on" structure: County highway C0042, Year Built: 1925, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 531 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 737 (year 2035), Design Load: H 10, Features Intersected: BROOKS RUN, Facility Carried by Structure: CH 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.679, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730882, Location: 0.18 MI W OF JCT SR 147 (Lat: 40.010939, Lng: -80.765919), Route carried "on" structure: County highway C0042, Year Built: 1925, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 531 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 737 (year 2035), Design Load: H 10, Features Intersected: BROOKS RUN, Facility Carried by Structure: CH 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.679, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 732338, Location: 3.51 MI E OF JCT CH 4 (Lat: 40.010219, Lng: -80.777419), Route carried "on" structure: County highway T0304, Year Built: 1930, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: TROUGH RUN, Facility Carried by Structure: TR 304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.649, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021
Structure Number: 732338, Location: 3.51 MI E OF JCT CH 4 (Lat: 40.010219, Lng: -80.777419), Route carried "on" structure: County highway T0304, Year Built: 1930, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: TROUGH RUN, Facility Carried by Structure: TR 304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.649, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021
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Structure Number: 734454, Location: 0.06 MI S OF JCT SR 149 (Lat: 40.010739, Lng: -80.762989), Route carried "on" structure: County highway T0476, Year Built: 1996, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,164 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,004 (year 2035), Design Load: HS 20, Features Intersected: MCMAHON CREEK, Facility Carried by Structure: TWSHP RD 476
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 734454, Location: 0.06 MI S OF JCT SR 149 (Lat: 40.010739, Lng: -80.762989), Route carried "on" structure: County highway T0476, Year Built: 1996, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,164 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,004 (year 2035), Design Load: HS 20, Features Intersected: MCMAHON CREEK, Facility Carried by Structure: TWSHP RD 476
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 736236, Location: 1.73 MI SE OF JCT CH 44 (Lat: 39.992011, Lng: -80.749031), Route carried "on" structure: County highway T0300, Year Built: 2009, 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: HL 93, Features Intersected: PINCH RUN, Facility Carried by Structure: TR 300
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 736236, Location: 1.73 MI SE OF JCT CH 44 (Lat: 39.992011, Lng: -80.749031), Route carried "on" structure: County highway T0300, Year Built: 2009, 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: HL 93, Features Intersected: PINCH RUN, Facility Carried by Structure: TR 300
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 738581, Location: 0.40 MI N OF BELLAIRE CL (Lat: 40.031800, Lng: -80.749411), Route carried "on" structure: County highway T0325, Year Built: 2013, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 153 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 212 (year 2035), Design Load: HL 93, Features Intersected: INDIAN RUN, Facility Carried by Structure: TR 325
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: 58.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 738581, Location: 0.40 MI N OF BELLAIRE CL (Lat: 40.031800, Lng: -80.749411), Route carried "on" structure: County highway T0325, Year Built: 2013, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 153 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 212 (year 2035), Design Load: HL 93, Features Intersected: INDIAN RUN, Facility Carried by Structure: TR 325
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: 58.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 76008, Location: BETWEEN 23RD & 25TH STS (Lat: 40.008611, Lng: -80.743611), Route carried "on" structure: City street UNION, Year Built: 1992, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,705 (year 2035), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 76008, Location: BETWEEN 23RD & 25TH STS (Lat: 40.008611, Lng: -80.743611), Route carried "on" structure: City street UNION, Year Built: 1992, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,705 (year 2035), Design Load: HS 20+Mod, Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 76011, Location: 50' NW of Robinson (Lat: 40.024839, Lng: -80.749439), Route carried "on" structure: City street 41ST, Year Built: 1932, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: JORDAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 76011, Location: 50' NW of Robinson (Lat: 40.024839, Lng: -80.749439), Route carried "on" structure: City street 41ST, Year Built: 1932, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: JORDAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 700347, Location: 2.98 MI S IR 470 (Lat: 40.010150, Lng: -80.743389), Route carried "under" structure: State highway 149, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,807 (year 2015), Truck Traffic: 5%, Features Intersected: S.R. 7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.290, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 700347, Location: 2.98 MI S IR 470 (Lat: 40.010150, Lng: -80.743389), Route carried "under" structure: State highway 149, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,807 (year 2015), Truck Traffic: 5%, Features Intersected: S.R. 7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.290, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 700479, Location: 0.62 MI N OF BELLAIRE NCL (Lat: 40.047431, Lng: -80.733989), Route carried "under" structure: Ramp Interstate 470, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,680 (year 1983), Truck Traffic: 10%, Features Intersected: RAMPS A&B UNDER SR 7 SB, Facility Carried by Structure: SR 7 SOUTH
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 10.525, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 700479, Location: 0.62 MI N OF BELLAIRE NCL (Lat: 40.047431, Lng: -80.733989), Route carried "under" structure: Ramp Interstate 470, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,680 (year 1983), Truck Traffic: 10%, Features Intersected: RAMPS A&B UNDER SR 7 SB, Facility Carried by Structure: SR 7 SOUTH
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 10.525, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 700495, Location: 4.08 MI S OF JCT IR 470 (Lat: 39.994311, Lng: -80.741819), Route carried "under" structure: State highway 147, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 1,451 (year 2015), Truck Traffic: 4%, Features Intersected: STATE ROUTE 7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 59.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 700495, Location: 4.08 MI S OF JCT IR 470 (Lat: 39.994311, Lng: -80.741819), Route carried "under" structure: State highway 147, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 1,451 (year 2015), Truck Traffic: 4%, Features Intersected: STATE ROUTE 7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 59.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 700509, Location: 1.35 MI.S. I-470 (Lat: 40.030469, Lng: -80.738189), Route carried "under" structure: State highway 7, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 30,031 (year 2016), Truck Traffic: 9%, Features Intersected: CR-533 48TH STREET, Facility Carried by Structure: 48TH STREET CR-533
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 27.299, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 700509, Location: 1.35 MI.S. I-470 (Lat: 40.030469, Lng: -80.738189), Route carried "under" structure: State highway 7, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 30,031 (year 2016), Truck Traffic: 9%, Features Intersected: CR-533 48TH STREET, Facility Carried by Structure: 48TH STREET CR-533
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 27.299, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 700525, Location: 0.04 MI.E.JCT.SR7 & 48TH (Lat: 40.030539, Lng: -80.737200), Route carried "under" structure: ServiceState highway 7, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 29,327 (year 2015), Truck Traffic: 9%, Features Intersected: HAUL RD UNDER N.GUERNSEY, Facility Carried by Structure: C505 N GUERNSEY ST
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 700525, Location: 0.04 MI.E.JCT.SR7 & 48TH (Lat: 40.030539, Lng: -80.737200), Route carried "under" structure: ServiceState highway 7, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 29,327 (year 2015), Truck Traffic: 9%, Features Intersected: HAUL RD UNDER N.GUERNSEY, Facility Carried by Structure: C505 N GUERNSEY ST
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 706361, Location: .18 M W OF SR 7 (Lat: 40.048481, Lng: -80.737281), Route carried "under" structure: Interstate 470, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 42,734 (year 2016), Truck Traffic: 16%, Features Intersected: IR470 UNDER RAMPS A & B
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 10.208, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 706361, Location: .18 M W OF SR 7 (Lat: 40.048481, Lng: -80.737281), Route carried "under" structure: Interstate 470, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 42,734 (year 2016), Truck Traffic: 16%, Features Intersected: IR470 UNDER RAMPS A & B
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 10.208, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 706396, Location: .08 M E OF SR 7 (Lat: 40.049269, Lng: -80.734039), Route carried "under" structure: State highway 7, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 24,467 (year 2015), Truck Traffic: 11%, Features Intersected: I 470
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 29.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 706396, Location: .08 M E OF SR 7 (Lat: 40.049269, Lng: -80.734039), Route carried "under" structure: State highway 7, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 24,467 (year 2015), Truck Traffic: 11%, Features Intersected: I 470
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 29.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 706397, Location: .08 M E OF SR 7 (Lat: 40.049661, Lng: -80.731961), Route carried "under" structure: State highway 7, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 24,467 (year 2015), Truck Traffic: 11%, Features Intersected: I-470
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 29.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 237.7m (779.9ft)
Structure Number: 706397, Location: .08 M E OF SR 7 (Lat: 40.049661, Lng: -80.731961), Route carried "under" structure: State highway 7, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 24,467 (year 2015), Truck Traffic: 11%, Features Intersected: I-470
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 29.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 237.7m (779.9ft)