Bridge Statistics for Arcade, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 85ft / 25.9mTotal length
- $16,268,000Total costs
- 25,292Total average daily traffic
- 2,661Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Arcade
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11940-1949
- 21970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 44.4%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 22.2%Very good
- 22.2%Good
- 22.2%Fair
- 22.2%Poor
- Bridge Condition - Substructure
- 11.1%Excellent
- 22.2%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 62.5%Satisfactory
- 12.5%Fair
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Structure Number: 102456, Location: 0.1M W OF JCT RTS 39 & 98 (Lat: 42.534361, Lng: -78.422336), Route carried "on" structure: State highway 98, Year Built: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,372 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,411 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $961,000, Roadway Improvement Cost: $563,000, Total Project Cost: $1,524,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102456, Location: 0.1M W OF JCT RTS 39 & 98 (Lat: 42.534361, Lng: -78.422336), Route carried "on" structure: State highway 98, Year Built: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,372 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,411 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $961,000, Roadway Improvement Cost: $563,000, Total Project Cost: $1,524,000 ( Estimate for 2021), 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: 103562, Location: 0.1MI NE JCT RTS 98 + 39 (Lat: 42.535458, Lng: -78.420297), Route carried "on" structure: State highway 98, Year Built: 1932, Year Reconstructed: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,338 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,395 (year 2040), Features Intersected: CATTARAUGUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $1,171,000, Roadway Improvement Cost: $686,000, Total Project Cost: $1,857,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103562, Location: 0.1MI NE JCT RTS 98 + 39 (Lat: 42.535458, Lng: -78.420297), Route carried "on" structure: State highway 98, Year Built: 1932, Year Reconstructed: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,338 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,395 (year 2040), Features Intersected: CATTARAUGUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $1,171,000, Roadway Improvement Cost: $686,000, Total Project Cost: $1,857,000 ( Estimate for 2021), 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: 103563, Location: 2 MI NE JCT SH 98 & SH 39 (Lat: 42.554883, Lng: -78.392308), Route carried "on" structure: State highway 98, Year Built: 2001, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,338 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,395 (year 2040), Features Intersected: MONKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 25.0m (82.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $351,000, Total Project Cost: $952,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103563, Location: 2 MI NE JCT SH 98 & SH 39 (Lat: 42.554883, Lng: -78.392308), Route carried "on" structure: State highway 98, Year Built: 2001, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,338 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,395 (year 2040), Features Intersected: MONKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 25.0m (82.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $351,000, Total Project Cost: $952,000 ( Estimate for 2021), 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: 106891, Location: 1.6MI W JCT RTS 39 + 98 (Lat: 42.531842, Lng: -78.453319), Route carried "on" structure: State highway 39, Year Built: 1976, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 12,505 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,582 (year 2040), Design Load: HS 20, Features Intersected: STATION DRIVE, ARCADE &
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.98m (26.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,844,000, Roadway Improvement Cost: $2,251,000, Total Project Cost: $6,095,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 106891, Location: 1.6MI W JCT RTS 39 + 98 (Lat: 42.531842, Lng: -78.453319), Route carried "on" structure: State highway 39, Year Built: 1976, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 12,505 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,582 (year 2040), Design Load: HS 20, Features Intersected: STATION DRIVE, ARCADE &
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.98m (26.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,844,000, Roadway Improvement Cost: $2,251,000, Total Project Cost: $6,095,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 331943, Location: AT VILLAGE OF ARCADE (Lat: 42.535342, Lng: -78.424833), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 546 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 764 (year 2038), Design Load: HS 20, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $878,000, Roadway Improvement Cost: $514,000, Total Project Cost: $1,391,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331943, Location: AT VILLAGE OF ARCADE (Lat: 42.535342, Lng: -78.424833), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 546 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 764 (year 2038), Design Load: HS 20, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $878,000, Roadway Improvement Cost: $514,000, Total Project Cost: $1,391,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331944, Location: AT VILLAGE ARCADE (Lat: 42.537569, Lng: -78.432178), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 762 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,067 (year 2038), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $547,000, Total Project Cost: $1,482,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 331944, Location: AT VILLAGE ARCADE (Lat: 42.537569, Lng: -78.432178), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 762 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,067 (year 2038), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $547,000, Total Project Cost: $1,482,000 ( Estimate for 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: 331945, Location: .2 MI WEST OF ARCADE (Lat: 42.536833, Lng: -78.457564), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 946 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,324 (year 2040), Design Load: HS 25 or greater, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: HURDVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,023,000, Roadway Improvement Cost: $599,000, Total Project Cost: $1,622,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 331945, Location: .2 MI WEST OF ARCADE (Lat: 42.536833, Lng: -78.457564), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 946 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,324 (year 2040), Design Load: HS 25 or greater, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: HURDVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,023,000, Roadway Improvement Cost: $599,000, Total Project Cost: $1,622,000 ( Estimate for 2021), 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: 331947, Location: 0.3 MI W ARCADE CENTER (Lat: 42.552281, Lng: -78.394644), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 524 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 734 (year 2038), Design Load: HS 20, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.5 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $368,000, Total Project Cost: $995,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 331947, Location: 0.3 MI W ARCADE CENTER (Lat: 42.552281, Lng: -78.394644), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 524 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 734 (year 2038), Design Load: HS 20, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.5 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $368,000, Total Project Cost: $995,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 331952, Location: 5.0 MI NE OF ARCADE (Lat: 42.575994, Lng: -78.390592), Route carried "on" structure: Other road , Year Built: 1944, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14 (year 2038), Design Load: HS 20, Features Intersected: TRIB MONKEY RUN, Facility Carried by Structure: DUNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $129,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 331952, Location: 5.0 MI NE OF ARCADE (Lat: 42.575994, Lng: -78.390592), Route carried "on" structure: Other road , Year Built: 1944, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14 (year 2038), Design Load: HS 20, Features Intersected: TRIB MONKEY RUN, Facility Carried by Structure: DUNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $129,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 106891, Location: 1.6MI W JCT RTS 39 + 98 (Lat: 42.531842, Lng: -78.453319), Route carried "under" structure: ServiceOther road , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 5 (year 2021), Features Intersected: STATION DRIVE, ARCADE &, Facility Carried by Structure: RTE 39
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
Structure Number: 106891, Location: 1.6MI W JCT RTS 39 + 98 (Lat: 42.531842, Lng: -78.453319), Route carried "under" structure: ServiceOther road , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 5 (year 2021), Features Intersected: STATION DRIVE, ARCADE &, Facility Carried by Structure: RTE 39
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
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Structure Number: 770727, Location: WEST BORDER VILL ARCADE (Lat: 42.537631, Lng: -78.456625), Route carried "under" structure: Other road , Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 946 (year 2020), Truck Traffic: 5%, Features Intersected: HURDVILLE ROAD, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.595, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.3m (24.0ft)
Structure Number: 770727, Location: WEST BORDER VILL ARCADE (Lat: 42.537631, Lng: -78.456625), Route carried "under" structure: Other road , Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 946 (year 2020), Truck Traffic: 5%, Features Intersected: HURDVILLE ROAD, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.595, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.3m (24.0ft)