Bridge Statistics for Tionesta, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 308ft / 93.8mTotal length
- $1,432,000Total costs
- 15,826Total average daily traffic
- 1,955Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tionesta
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11940-1949
- 51950-1959
- 31960-1969
- 11990-1999
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.7%Excellent
- 15.4%Very good
- 38.5%Good
- 15.4%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 14.3%Excellent
- 14.3%Very good
- 21.4%Good
- 21.4%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Excellent
- 7.1%Very good
- 7.1%Good
- 50.0%Fair
- 21.4%Poor
- Bridge Condition - Channel
- 6.7%Excellent
- 13.3%Very good
- 20.0%Satisfactory
- 26.7%Fair
- 33.3%Poor
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Structure Number: 17186, Location: TIONESTA BOROUGH (Lat: 41.487006, Lng: -79.454792), Route carried "on" structure: State highway 36, Year Built: 1941, Year Reconstructed: 1980, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 2,427 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,946 (year 2032), Design Load: H 20, Features Intersected: OVER TIONESTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 10.70m (35.10ft), Designated Inspection Frequency: Every 18 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17186, Location: TIONESTA BOROUGH (Lat: 41.487006, Lng: -79.454792), Route carried "on" structure: State highway 36, Year Built: 1941, Year Reconstructed: 1980, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 2,427 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,946 (year 2032), Design Load: H 20, Features Intersected: OVER TIONESTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 10.70m (35.10ft), Designated Inspection Frequency: Every 18 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17187, Location: TIONESTA TOWNSHIP (Lat: 41.496303, Lng: -79.463486), Route carried "on" structure: State highway 36, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021
Structure Number: 17187, Location: TIONESTA TOWNSHIP (Lat: 41.496303, Lng: -79.463486), Route carried "on" structure: State highway 36, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021
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Structure Number: 17188, Location: TIONESTA TOWNSHIP (Lat: 41.499822, Lng: -79.466931), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: HS 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 17188, Location: TIONESTA TOWNSHIP (Lat: 41.499822, Lng: -79.466931), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: HS 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 17189, Location: TIONESTA TOWNSHIP (Lat: 41.500844, Lng: -79.468333), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 17189, Location: TIONESTA TOWNSHIP (Lat: 41.500844, Lng: -79.468333), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1719, Location: TIONESTA TOWNSHIP (Lat: 41.507119, Lng: -79.472428), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $56,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1719, Location: TIONESTA TOWNSHIP (Lat: 41.507119, Lng: -79.472428), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,519 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,062 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $56,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 17194, Location: TIONESTA BOROUGH (Lat: 41.495189, Lng: -79.460675), Route carried "on" structure: US 62, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 23.20m (76.12ft), Average Daily Traffic: 2,463 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,650 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ALLGHNY.R,RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17194, Location: TIONESTA BOROUGH (Lat: 41.495189, Lng: -79.460675), Route carried "on" structure: US 62, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 23.20m (76.12ft), Average Daily Traffic: 2,463 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,650 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ALLGHNY.R,RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17241, Location: TIONESTA TOWNSHIP (Lat: 41.454178, Lng: -79.450947), Route carried "on" structure: State highway , Year Built: 1952, Year Reconstructed: 2006, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 69 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 122 (year 2032), Design Load: HL 93, Features Intersected: OVER LITTLE TIONESTA CK, Facility Carried by Structure: SR 3001,RED BRUSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.091, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17241, Location: TIONESTA TOWNSHIP (Lat: 41.454178, Lng: -79.450947), Route carried "on" structure: State highway , Year Built: 1952, Year Reconstructed: 2006, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 69 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 122 (year 2032), Design Load: HL 93, Features Intersected: OVER LITTLE TIONESTA CK, Facility Carried by Structure: SR 3001,RED BRUSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.091, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17244, Location: HICKORY TOWNSHIP (Lat: 41.557547, Lng: -79.414108), Route carried "on" structure: State highway , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 326 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE HICKORY CK, Facility Carried by Structure: SR 3004,LT.HICKORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 17244, Location: HICKORY TOWNSHIP (Lat: 41.557547, Lng: -79.414108), Route carried "on" structure: State highway , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 326 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE HICKORY CK, Facility Carried by Structure: SR 3004,LT.HICKORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 17247, Location: GREEN TOWNSHIP (Lat: 41.471456, Lng: -79.382486), Route carried "on" structure: State highway , Year Built: 1933, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 133 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2032), Design Load: H 20, Features Intersected: OVER TIONESTA DAM CREEK, Facility Carried by Structure: SR 3004,NEBRASKA
Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 11.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: September 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17247, Location: GREEN TOWNSHIP (Lat: 41.471456, Lng: -79.382486), Route carried "on" structure: State highway , Year Built: 1933, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 133 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2032), Design Load: H 20, Features Intersected: OVER TIONESTA DAM CREEK, Facility Carried by Structure: SR 3004,NEBRASKA
Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 11.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: September 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $110,000, 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: 17248, Location: GREEN TOWNSHIP (Lat: 41.465872, Lng: -79.383978), Route carried "on" structure: State highway , Year Built: 1925, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 133 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2032), Design Load: HS 15, Features Intersected: OVER PINEY RUN, Facility Carried by Structure: SR 3004, NEBRASKA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.474, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $25,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17248, Location: GREEN TOWNSHIP (Lat: 41.465872, Lng: -79.383978), Route carried "on" structure: State highway , Year Built: 1925, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 133 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2032), Design Load: HS 15, Features Intersected: OVER PINEY RUN, Facility Carried by Structure: SR 3004, NEBRASKA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.474, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $25,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17254, Location: HARMONY TOWNSHIP (Lat: 41.537603, Lng: -79.439892), Route carried "on" structure: State highway , Year Built: 1952, Year Reconstructed: 2019, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 25 (year 2022), Truck Traffic: 19%, Average Future Daily Traffic: 58 (year 2032), Design Load: H 20, Features Intersected: OVER DAWSON RUN, Facility Carried by Structure: SR 4002,DAWSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 23 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17254, Location: HARMONY TOWNSHIP (Lat: 41.537603, Lng: -79.439892), Route carried "on" structure: State highway , Year Built: 1952, Year Reconstructed: 2019, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 25 (year 2022), Truck Traffic: 19%, Average Future Daily Traffic: 58 (year 2032), Design Load: H 20, Features Intersected: OVER DAWSON RUN, Facility Carried by Structure: SR 4002,DAWSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 23 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17277, Location: TIONESTA BOROUGH (Lat: 41.485197, Lng: -79.449700), Route carried "on" structure: City street 7401, Year Built: 1919, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2041), Features Intersected: OVER TIONESTA CREEK, Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $73,000, Total Project Cost: $335,000
Structure Number: 17277, Location: TIONESTA BOROUGH (Lat: 41.485197, Lng: -79.449700), Route carried "on" structure: City street 7401, Year Built: 1919, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2041), Features Intersected: OVER TIONESTA CREEK, Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $73,000, Total Project Cost: $335,000
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Structure Number: 4676, Location: HICKORY TWP (Lat: 41.559506, Lng: -79.417842), Route carried "on" structure: US 62, Year Built: 2011, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,492 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,143 (year 2032), Design Load: HL 93, Features Intersected: LITTLE HICKORY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 64.2 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: 35.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4676, Location: HICKORY TWP (Lat: 41.559506, Lng: -79.417842), Route carried "on" structure: US 62, Year Built: 2011, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,492 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,143 (year 2032), Design Load: HL 93, Features Intersected: LITTLE HICKORY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 64.2 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: 35.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, 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: 53807, Location: TIONESTA BOROUGH (Lat: 41.509692, Lng: -79.448858), Route carried "on" structure: US 62, Year Built: 2018, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,492 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,093 (year 2037), Design Load: HL 93, Features Intersected: Tubbs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 55.1 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: 42.4 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: Superior to present desirable criteria, Deck Geometry: Better than 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53807, Location: TIONESTA BOROUGH (Lat: 41.509692, Lng: -79.448858), Route carried "on" structure: US 62, Year Built: 2018, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,492 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,093 (year 2037), Design Load: HL 93, Features Intersected: Tubbs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 55.1 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: 42.4 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: Superior to present desirable criteria, Deck Geometry: Better than 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54765, Location: TIONESTA TOWNSHIP (Lat: 41.472100, Lng: -79.500500), Route carried "on" structure: US 62, Year Built: 2017, Status: Open, Structure Length: 34.26m (112.40ft), Average Daily Traffic: 1,061 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,476 (year 2032), Design Load: HL 93, Features Intersected: OVER ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.4 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: 33.4 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54765, Location: TIONESTA TOWNSHIP (Lat: 41.472100, Lng: -79.500500), Route carried "on" structure: US 62, Year Built: 2017, Status: Open, Structure Length: 34.26m (112.40ft), Average Daily Traffic: 1,061 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,476 (year 2032), Design Load: HL 93, Features Intersected: OVER ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.4 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: 33.4 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17194, Location: TIONESTA BOROUGH (Lat: 41.495189, Lng: -79.460675), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: OVER ALLGHNY.R,RIVER ST, Facility Carried by Structure: SR 62,TIONESTA BR.
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.5m (159.1ft)
Structure Number: 17194, Location: TIONESTA BOROUGH (Lat: 41.495189, Lng: -79.460675), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: OVER ALLGHNY.R,RIVER ST, Facility Carried by Structure: SR 62,TIONESTA BR.
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.5m (159.1ft)