Bridge Statistics for Bentleyville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 118ft / 36.0mTotal length
- $461,000Total costs
- 195,107Total average daily traffic
- 40,249Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bentleyville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 21940-1949
- 21950-1959
- 11970-1979
- 31980-1989
- 12000-2009
- 92010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 25.0%Good
- 41.7%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 41.7%Good
- 25.0%Satisfactory
- 8.3%Serious
- Bridge Condition - Substructure
- 25.0%Very good
- 33.3%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 15.4%Very good
- 30.8%Good
- 38.5%Satisfactory
- 15.4%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 35, Location: 1/4 MI.S.E.OF TWP.RD.625 (Lat: 40.812333, Lng: -80.457761), Route carried "on" structure: State highway 51, Year Built: 1950, Year Reconstructed: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,119 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 11,051 (year 2032), Design Load: HS 20, Features Intersected: DILWORTH RUN, Facility Carried by Structure: CONSTITUTION BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.239, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 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: 26.2m (86.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 35, Location: 1/4 MI.S.E.OF TWP.RD.625 (Lat: 40.812333, Lng: -80.457761), Route carried "on" structure: State highway 51, Year Built: 1950, Year Reconstructed: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,119 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 11,051 (year 2032), Design Load: HS 20, Features Intersected: DILWORTH RUN, Facility Carried by Structure: CONSTITUTION BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.239, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 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: 26.2m (86.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 34517, Location: SOMERSET TOWNSHIP (Lat: 40.160344, Lng: -80.050331), Route carried "on" structure: Interstate 70, Year Built: 1956, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,331 (year 2022), Truck Traffic: 28%, Average Future Daily Traffic: 26,432 (year 2032), Design Load: HS 20, Features Intersected: BR N BR PIGEON CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.716, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 34517, Location: SOMERSET TOWNSHIP (Lat: 40.160344, Lng: -80.050331), Route carried "on" structure: Interstate 70, Year Built: 1956, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,331 (year 2022), Truck Traffic: 28%, Average Future Daily Traffic: 26,432 (year 2032), Design Load: HS 20, Features Intersected: BR N BR PIGEON CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.716, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 34526, Location: FALLOWFIELD TOWNSHIP (Lat: 40.131531, Lng: -79.991522), Route carried "on" structure: Interstate 70, Year Built: 1949, Year Reconstructed: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 29,243 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 24,877 (year 2032), Design Load: HS 20+Mod, Features Intersected: PIGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.149, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 34526, Location: FALLOWFIELD TOWNSHIP (Lat: 40.131531, Lng: -79.991522), Route carried "on" structure: Interstate 70, Year Built: 1949, Year Reconstructed: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 29,243 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 24,877 (year 2032), Design Load: HS 20+Mod, Features Intersected: PIGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.149, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 34746, Location: BENTLEYVILLE BOROUGH (Lat: 40.116403, Lng: -80.008489), Route carried "on" structure: State highway 917, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,931 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 9,460 (year 2032), Design Load: HS 20+Mod, Features Intersected: N. BR. OF PIGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34746, Location: BENTLEYVILLE BOROUGH (Lat: 40.116403, Lng: -80.008489), Route carried "on" structure: State highway 917, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,931 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 9,460 (year 2032), Design Load: HS 20+Mod, Features Intersected: N. BR. OF PIGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34748, Location: BENTLEYVILLE BOROUGH (Lat: 40.131806, Lng: -80.004839), Route carried "on" structure: State highway 917, Year Built: 1986, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,360 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,619 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORTH BRANCH PIGEON CK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34748, Location: BENTLEYVILLE BOROUGH (Lat: 40.131806, Lng: -80.004839), Route carried "on" structure: State highway 917, Year Built: 1986, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,360 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,619 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORTH BRANCH PIGEON CK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34948, Location: FALLOWFIELD TOWNSHIP (Lat: 40.138569, Lng: -79.987436), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 483 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 994 (year 2032), Design Load: HS 25 or greater, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34948, Location: FALLOWFIELD TOWNSHIP (Lat: 40.138569, Lng: -79.987436), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 483 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 994 (year 2032), Design Load: HS 25 or greater, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34967, Location: BENTLEYVILLE BOROUGH (Lat: 40.118386, Lng: -80.006019), Route carried "on" structure: State highway , Year Built: 1903, Year Reconstructed: 1981, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,264 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,049 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SR 2030
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34967, Location: BENTLEYVILLE BOROUGH (Lat: 40.118386, Lng: -80.006019), Route carried "on" structure: State highway , Year Built: 1903, Year Reconstructed: 1981, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,264 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,049 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SR 2030
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $171,000, 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: 35, Location: BENTLEYVILLE BOROUGH (Lat: 40.124928, Lng: -80.004414), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 6,403 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,800 (year 2032), Design Load: H 20, Features Intersected: BRANCH OF PIGEON CREEK, Facility Carried by Structure: SR 2040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35, Location: BENTLEYVILLE BOROUGH (Lat: 40.124928, Lng: -80.004414), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 6,403 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,800 (year 2032), Design Load: H 20, Features Intersected: BRANCH OF PIGEON CREEK, Facility Carried by Structure: SR 2040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35337, Location: 500' SOUTH OF TR 647 (Lat: 40.159103, Lng: -80.048647), Route carried "on" structure: City street T802, Year Built: 1890, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2 (year 2017), Average Future Daily Traffic: 2 (year 2037), Design Load: H 15, Features Intersected: PIGEON CREEK TRIB.
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $201,000, Deck Structure Type: Wood or Timber
Structure Number: 35337, Location: 500' SOUTH OF TR 647 (Lat: 40.159103, Lng: -80.048647), Route carried "on" structure: City street T802, Year Built: 1890, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2 (year 2017), Average Future Daily Traffic: 2 (year 2037), Design Load: H 15, Features Intersected: PIGEON CREEK TRIB.
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $201,000, Deck Structure Type: Wood or Timber
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Structure Number: 35368, Location: 250' NORTH OF SR 917 (Lat: 40.111144, Lng: -80.012397), Route carried "on" structure: City street BORO, Year Built: 1941, Year Reconstructed: 2021, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: CATHOLIC CHURCH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35368, Location: 250' NORTH OF SR 917 (Lat: 40.111144, Lng: -80.012397), Route carried "on" structure: City street BORO, Year Built: 1941, Year Reconstructed: 2021, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: CATHOLIC CHURCH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 44135, Location: INTERSECTION OF SR 2023 (Lat: 40.149289, Lng: -79.994792), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,388 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,652 (year 2032), Design Load: HL 93, Features Intersected: Trib to Pigeon Creek, Facility Carried by Structure: SR 2044
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44135, Location: INTERSECTION OF SR 2023 (Lat: 40.149289, Lng: -79.994792), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,388 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,652 (year 2032), Design Load: HL 93, Features Intersected: Trib to Pigeon Creek, Facility Carried by Structure: SR 2044
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46596, Location: Approx. 2mi W of SR 917 (Lat: 40.150383, Lng: -80.031753), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,640 (year 2032), Design Load: HL 93, Features Intersected: SR 0070, Facility Carried by Structure: Township Road 818
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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 48 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: 46596, Location: Approx. 2mi W of SR 917 (Lat: 40.150383, Lng: -80.031753), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,640 (year 2032), Design Load: HL 93, Features Intersected: SR 0070, Facility Carried by Structure: Township Road 818
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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 48 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: 53316, Location: 4.8 mi N from SR 0136 (Lat: 40.133497, Lng: -80.005875), Route carried "on" structure: State highway 917, Year Built: 2016, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,391 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,717 (year 2036), Design Load: HL 93, Features Intersected: SR 0070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.050, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53316, Location: 4.8 mi N from SR 0136 (Lat: 40.133497, Lng: -80.005875), Route carried "on" structure: State highway 917, Year Built: 2016, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,391 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,717 (year 2036), Design Load: HL 93, Features Intersected: SR 0070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.050, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53588, Location: BENTLEYVILLE RD INTERSECT (Lat: 40.127319, Lng: -79.989514), Route carried "on" structure: City street 468, Year Built: 2016, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2036), Design Load: HL 93, Features Intersected: TRIB. TO PIGEON CREEK, Facility Carried by Structure: GRANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 53588, Location: BENTLEYVILLE RD INTERSECT (Lat: 40.127319, Lng: -79.989514), Route carried "on" structure: City street 468, Year Built: 2016, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2036), Design Load: HL 93, Features Intersected: TRIB. TO PIGEON CREEK, Facility Carried by Structure: GRANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 54952, Location: 0.5 mi E from SR 0917 (Lat: 40.133611, Lng: -79.998333), Route carried "on" structure: Spur Interstate 70, Year Built: 2018, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 29,243 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 32,000 (year 2038), Design Load: HL 93, Features Intersected: SR 2040,NS R/R,Pigeon Ck
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.384, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 33.3m (109.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 54952, Location: 0.5 mi E from SR 0917 (Lat: 40.133611, Lng: -79.998333), Route carried "on" structure: Spur Interstate 70, Year Built: 2018, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 29,243 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 32,000 (year 2038), Design Load: HL 93, Features Intersected: SR 2040,NS R/R,Pigeon Ck
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.384, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 33.3m (109.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 46596, Location: Approx. 2mi W of SR 917 (Lat: 40.150383, Lng: -80.031753), Route carried "under" structure: Interstate 70, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 13,869 (year 2022), Truck Traffic: 23%, Features Intersected: SR 0070, Facility Carried by Structure: Township Road 818
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 49.233, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 46596, Location: Approx. 2mi W of SR 917 (Lat: 40.150383, Lng: -80.031753), Route carried "under" structure: Interstate 70, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 13,869 (year 2022), Truck Traffic: 23%, Features Intersected: SR 0070, Facility Carried by Structure: Township Road 818
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 49.233, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 46596, Location: Approx. 2mi W of SR 917 (Lat: 40.150383, Lng: -80.031753), Route carried "under" structure: Interstate 70, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 15,374 (year 2022), Truck Traffic: 24%, Features Intersected: SR 0070, Facility Carried by Structure: Township Road 818
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 49.238, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 46596, Location: Approx. 2mi W of SR 917 (Lat: 40.150383, Lng: -80.031753), Route carried "under" structure: Interstate 70, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 15,374 (year 2022), Truck Traffic: 24%, Features Intersected: SR 0070, Facility Carried by Structure: Township Road 818
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 49.238, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 53316, Location: 4.8 mi N from SR 0136 (Lat: 40.133497, Lng: -80.005875), Route carried "under" structure: Interstate 70, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 15,374 (year 2022), Truck Traffic: 24%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0917
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 51.534, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 53316, Location: 4.8 mi N from SR 0136 (Lat: 40.133497, Lng: -80.005875), Route carried "under" structure: Interstate 70, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 15,374 (year 2022), Truck Traffic: 24%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0917
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 51.534, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 53316, Location: 4.8 mi N from SR 0136 (Lat: 40.133497, Lng: -80.005875), Route carried "under" structure: Interstate 70, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 13,869 (year 2022), Truck Traffic: 23%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0917
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 51.541, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 53316, Location: 4.8 mi N from SR 0136 (Lat: 40.133497, Lng: -80.005875), Route carried "under" structure: Interstate 70, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 13,869 (year 2022), Truck Traffic: 23%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0917
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 51.541, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 54952, Location: 0.5 mi E from SR 0917 (Lat: 40.133611, Lng: -79.998333), Route carried "under" structure: State highway , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 6,403 (year 2020), Truck Traffic: 2%, Features Intersected: SR 2040,NS R/R,Pigeon Ck, Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.209, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)
Structure Number: 54952, Location: 0.5 mi E from SR 0917 (Lat: 40.133611, Lng: -79.998333), Route carried "under" structure: State highway , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 6,403 (year 2020), Truck Traffic: 2%, Features Intersected: SR 2040,NS R/R,Pigeon Ck, Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.209, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)