Bridge Statistics for Ashford, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 361ft / 110mTotal length
- $92,570,000Total costs
- 32,783Total average daily traffic
- 3,966Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ashford
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 31950-1959
- 21980-1989
- 21990-1999
- 22000-2009
- 122010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 30.8%Excellent
- 30.8%Very good
- 15.4%Good
- 15.4%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 23.1%Excellent
- 46.2%Very good
- 15.4%Good
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 15.4%Excellent
- 46.2%Very good
- 15.4%Good
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 6.7%Excellent
- 13.3%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 16.7%Excellent
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 104157, Location: 8.1 MI S JCT RTS 219 + 39 (Lat: 42.399758, Lng: -78.680078), Route carried "on" structure: US 219, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,671 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,715 (year 2040), Design Load: HS 20, Features Intersected: CONNOISARAULEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.687, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $157,000, Total Project Cost: $426,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 104157, Location: 8.1 MI S JCT RTS 219 + 39 (Lat: 42.399758, Lng: -78.680078), Route carried "on" structure: US 219, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,671 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,715 (year 2040), Design Load: HS 20, Features Intersected: CONNOISARAULEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.687, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $157,000, Total Project Cost: $426,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 104158, Location: 6.6 MI S JCT RTS 219 + 39 (Lat: 42.417842, Lng: -78.693517), Route carried "on" structure: US 219, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,671 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,715 (year 2040), Design Load: HS 20, Features Intersected: CONNOISARAULEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.053, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $168,000, Total Project Cost: $456,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104158, Location: 6.6 MI S JCT RTS 219 + 39 (Lat: 42.417842, Lng: -78.693517), Route carried "on" structure: US 219, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,671 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,715 (year 2040), Design Load: HS 20, Features Intersected: CONNOISARAULEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.053, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $168,000, Total Project Cost: $456,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104159, Location: JCT RTE 219 + CATTA CR (Lat: 42.472750, Lng: -78.697536), Route carried "on" structure: US , Year Built: 2017, Status: Open, Structure Length: 19.14m (62.80ft), Average Daily Traffic: 4,663 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,709 (year 2040), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: CASCADE RD/MILLER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 62.6 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: Superior to present desirable 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: 19.14m (62.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $10,249,000, Roadway Improvement Cost: $6,002,000, Total Project Cost: $16,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 104159, Location: JCT RTE 219 + CATTA CR (Lat: 42.472750, Lng: -78.697536), Route carried "on" structure: US , Year Built: 2017, Status: Open, Structure Length: 19.14m (62.80ft), Average Daily Traffic: 4,663 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,709 (year 2040), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: CASCADE RD/MILLER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 62.6 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: Superior to present desirable 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: 19.14m (62.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $10,249,000, Roadway Improvement Cost: $6,002,000, Total Project Cost: $16,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1078061, Location: 1 MI South of Springville (Lat: 42.472150, Lng: -78.696147), Route carried "on" structure: State highway 219, Year Built: 2010, Status: Open, Structure Length: 22.37m (73.39ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HS 25 or greater, Features Intersected: Cattaraugus Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 146.5m (480.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.37m (73.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $13,229,000, Roadway Improvement Cost: $7,747,000, Total Project Cost: $20,976,000 ( 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: 1078061, Location: 1 MI South of Springville (Lat: 42.472150, Lng: -78.696147), Route carried "on" structure: State highway 219, Year Built: 2010, Status: Open, Structure Length: 22.37m (73.39ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HS 25 or greater, Features Intersected: Cattaraugus Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 146.5m (480.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.37m (73.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $13,229,000, Roadway Improvement Cost: $7,747,000, Total Project Cost: $20,976,000 ( 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: 1078062, Location: 1 MI S of Springville (Lat: 42.471939, Lng: -78.695703), Route carried "on" structure: State highway 219, Year Built: 2010, Status: Open, Structure Length: 22.37m (73.39ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HS 25 or greater, Features Intersected: Cattaraugus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 146.5m (480.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.37m (73.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $13,296,000, Roadway Improvement Cost: $7,786,000, Total Project Cost: $21,081,000 ( 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: 1078062, Location: 1 MI S of Springville (Lat: 42.471939, Lng: -78.695703), Route carried "on" structure: State highway 219, Year Built: 2010, Status: Open, Structure Length: 22.37m (73.39ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HS 25 or greater, Features Intersected: Cattaraugus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 146.5m (480.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.37m (73.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $13,296,000, Roadway Improvement Cost: $7,786,000, Total Project Cost: $21,081,000 ( 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: 1078071, Location: 1 MI S of Springville (Lat: 42.469361, Lng: -78.696161), Route carried "on" structure: US 219, Year Built: 2010, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HL 93, Features Intersected: SCHWARTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,914,000, Roadway Improvement Cost: $1,121,000, Total Project Cost: $3,035,000 ( 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: 1078071, Location: 1 MI S of Springville (Lat: 42.469361, Lng: -78.696161), Route carried "on" structure: US 219, Year Built: 2010, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HL 93, Features Intersected: SCHWARTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,914,000, Roadway Improvement Cost: $1,121,000, Total Project Cost: $3,035,000 ( 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: 1078072, Location: 1 MI S of Springville (Lat: 42.469675, Lng: -78.695731), Route carried "on" structure: US 219, Year Built: 2010, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HL 93, Features Intersected: Schwartz Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,914,000, Roadway Improvement Cost: $1,121,000, Total Project Cost: $3,035,000 ( 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: 1078072, Location: 1 MI S of Springville (Lat: 42.469675, Lng: -78.695731), Route carried "on" structure: US 219, Year Built: 2010, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,052 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,201 (year 2040), Design Load: HL 93, Features Intersected: Schwartz Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,914,000, Roadway Improvement Cost: $1,121,000, Total Project Cost: $3,035,000 ( 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: 107809, Location: US219 + Peters Rd (Lat: 42.460469, Lng: -78.695525), Route carried "on" structure: Other road 219, Year Built: 2010, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,770 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,805 (year 2040), Design Load: HL 93, Features Intersected: RTE 219
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.298, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,857,000, Roadway Improvement Cost: $1,673,000, Total Project Cost: $4,530,000 ( 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: 107809, Location: US219 + Peters Rd (Lat: 42.460469, Lng: -78.695525), Route carried "on" structure: Other road 219, Year Built: 2010, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,770 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,805 (year 2040), Design Load: HL 93, Features Intersected: RTE 219
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.298, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,857,000, Roadway Improvement Cost: $1,673,000, Total Project Cost: $4,530,000 ( 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: 306056, Location: 2 MI N OF WEST VALLEY (Lat: 42.441672, Lng: -78.615103), Route carried "on" structure: County highway 240, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 668 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 674 (year 2040), Design Load: HS 25 or greater, Features Intersected: GOOSENECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.079, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $99,000, Total Project Cost: $268,000 ( Estimate for 2021)
Structure Number: 306056, Location: 2 MI N OF WEST VALLEY (Lat: 42.441672, Lng: -78.615103), Route carried "on" structure: County highway 240, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 668 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 674 (year 2040), Design Load: HS 25 or greater, Features Intersected: GOOSENECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.079, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $99,000, Total Project Cost: $268,000 ( Estimate for 2021)
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Structure Number: 332053, Location: AT WEST VALLEY (Lat: 42.402492, Lng: -78.610536), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 208 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 291 (year 2036), Design Load: HS 25 or greater, Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: ASHFORD HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 67.4 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: Superior to present desirable 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,588,000, Roadway Improvement Cost: $930,000, Total Project Cost: $2,517,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 332053, Location: AT WEST VALLEY (Lat: 42.402492, Lng: -78.610536), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 208 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 291 (year 2036), Design Load: HS 25 or greater, Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: ASHFORD HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 67.4 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: Superior to present desirable 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,588,000, Roadway Improvement Cost: $930,000, Total Project Cost: $2,517,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 332055, Location: IN RICEVILLE (Lat: 42.442483, Lng: -78.614400), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 644 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 902 (year 2039), Design Load: HS 25 or greater, Features Intersected: GOOSENECK CREEK, Facility Carried by Structure: GOOSENECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $144,000, Total Project Cost: $391,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332055, Location: IN RICEVILLE (Lat: 42.442483, Lng: -78.614400), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 644 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 902 (year 2039), Design Load: HS 25 or greater, Features Intersected: GOOSENECK CREEK, Facility Carried by Structure: GOOSENECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $144,000, Total Project Cost: $391,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332056, Location: .2 MILE NE OF RICEVILLE (Lat: 42.443642, Lng: -78.611158), Route carried "on" structure: County highway , Year Built: 1984, Year Reconstructed: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 644 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 902 (year 2039), Design Load: HS 20, Features Intersected: GOOSENECK CREEK, Facility Carried by Structure: GOOSENECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $452,000, Total Project Cost: $1,223,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 332056, Location: .2 MILE NE OF RICEVILLE (Lat: 42.443642, Lng: -78.611158), Route carried "on" structure: County highway , Year Built: 1984, Year Reconstructed: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 644 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 902 (year 2039), Design Load: HS 20, Features Intersected: GOOSENECK CREEK, Facility Carried by Structure: GOOSENECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $452,000, Total Project Cost: $1,223,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 332062, Location: AT WEST VALLEY (Lat: 42.403664, Lng: -78.612292), Route carried "on" structure: Other road , Year Built: 1926, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 91 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 127 (year 2038), Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $839,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,330,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332062, Location: AT WEST VALLEY (Lat: 42.403664, Lng: -78.612292), Route carried "on" structure: Other road , Year Built: 1926, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 91 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 127 (year 2038), Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $839,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,330,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332065, Location: 2.1 MI SE OF SPRINGVILLE (Lat: 42.480881, Lng: -78.675614), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 147 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 206 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: THOMAS CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 34.1m (111.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 97.2 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: 93.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( 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: 332065, Location: 2.1 MI SE OF SPRINGVILLE (Lat: 42.480881, Lng: -78.675614), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 147 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 206 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: THOMAS CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 34.1m (111.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 97.2 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: 93.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( 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: 332066, Location: 8.0 MI NW OF WEST VALLEY (Lat: 42.498589, Lng: -78.622036), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 53 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 74 (year 2040), Features Intersected: TR CATTARAUGUS CK, Facility Carried by Structure: WATSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $937,000, Total Project Cost: $2,538,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 332066, Location: 8.0 MI NW OF WEST VALLEY (Lat: 42.498589, Lng: -78.622036), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 53 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 74 (year 2040), Features Intersected: TR CATTARAUGUS CK, Facility Carried by Structure: WATSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $937,000, Total Project Cost: $2,538,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 332837, Location: 2 MI SOUTH OF SPRINGVILLE (Lat: 42.480417, Lng: -78.683408), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 2019, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 274 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 384 (year 2037), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $1,523,000, Roadway Improvement Cost: $892,000, Total Project Cost: $2,415,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 332837, Location: 2 MI SOUTH OF SPRINGVILLE (Lat: 42.480417, Lng: -78.683408), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 2019, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 274 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 384 (year 2037), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $1,523,000, Roadway Improvement Cost: $892,000, Total Project Cost: $2,415,000 ( 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: 336965, Location: 1 MILE NW OF WEST VALLEY (Lat: 42.415381, Lng: -78.616983), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,213 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,698 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: COUNTY ROAD 86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $206,000, Total Project Cost: $557,000 ( Estimate for 2021)
Structure Number: 336965, Location: 1 MILE NW OF WEST VALLEY (Lat: 42.415381, Lng: -78.616983), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,213 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,698 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUTTERMILK CREEK, Facility Carried by Structure: COUNTY ROAD 86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $206,000, Total Project Cost: $557,000 ( Estimate for 2021)
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Structure Number: 337028, Location: SH240 & Cattaraugus Creek (Lat: 42.495478, Lng: -78.640908), Route carried "on" structure: County highway 240, Year Built: 2006, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 1,220 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,232 (year 2040), Design Load: HS 25 or greater, Features Intersected: CATTARAUGUS CREEK
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: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 14.96m (49.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $6,214,000, Roadway Improvement Cost: $3,639,000, Total Project Cost: $9,853,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 337028, Location: SH240 & Cattaraugus Creek (Lat: 42.495478, Lng: -78.640908), Route carried "on" structure: County highway 240, Year Built: 2006, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 1,220 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,232 (year 2040), Design Load: HS 25 or greater, Features Intersected: CATTARAUGUS CREEK
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: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 14.96m (49.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $6,214,000, Roadway Improvement Cost: $3,639,000, Total Project Cost: $9,853,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 732061, Location: 4 MILES NW OF RICEVILLE (Lat: 42.475839, Lng: -78.677000), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 308 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 431 (year 2039), Features Intersected: BUFF & PITTS R.O., Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Culverts: Excellent, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $83,000, Total Project Cost: $224,000 ( Estimate for 2021)
Structure Number: 732061, Location: 4 MILES NW OF RICEVILLE (Lat: 42.475839, Lng: -78.677000), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 308 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 431 (year 2039), Features Intersected: BUFF & PITTS R.O., Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Culverts: Excellent, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $83,000, Total Project Cost: $224,000 ( Estimate for 2021)
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Structure Number: 1078071, Location: 1 MI S of Springville (Lat: 42.469361, Lng: -78.696161), Route carried "under" structure: State highway , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 615 (year 2011), Truck Traffic: 10%, Features Intersected: SCHWARTZ ROAD, Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 9.606, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: 1078071, Location: 1 MI S of Springville (Lat: 42.469361, Lng: -78.696161), Route carried "under" structure: State highway , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 615 (year 2011), Truck Traffic: 10%, Features Intersected: SCHWARTZ ROAD, Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 9.606, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
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Structure Number: 1078072, Location: 1 MI S of Springville (Lat: 42.469675, Lng: -78.695731), Route carried "under" structure: County highway , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 615 (year 2011), Truck Traffic: 10%, Features Intersected: Schwartz Rd, Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 7.965, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: 1078072, Location: 1 MI S of Springville (Lat: 42.469675, Lng: -78.695731), Route carried "under" structure: County highway , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 615 (year 2011), Truck Traffic: 10%, Features Intersected: Schwartz Rd, Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 7.965, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
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Structure Number: 107809, Location: US219 + Peters Rd (Lat: 42.460469, Lng: -78.695525), Route carried "under" structure: US 219, Year Built: 2010, Structure Length: 0. m, Features Intersected: RTE 219
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
Structure Number: 107809, Location: US219 + Peters Rd (Lat: 42.460469, Lng: -78.695525), Route carried "under" structure: US 219, Year Built: 2010, Structure Length: 0. m, Features Intersected: RTE 219
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
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Structure Number: 721186, Location: 0.8 MI N OF WEST VALLEY (Lat: 42.413058, Lng: -78.608250), Route carried "under" structure: Other road , Year Built: 1923, Structure Length: 0. m, Features Intersected: FELTON HILL ROAD, Facility Carried by Structure: BUFFALO & PITBURG
Minimum Vertical Clearance: 3.58m (11.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.0m (23.0ft)
Structure Number: 721186, Location: 0.8 MI N OF WEST VALLEY (Lat: 42.413058, Lng: -78.608250), Route carried "under" structure: Other road , Year Built: 1923, Structure Length: 0. m, Features Intersected: FELTON HILL ROAD, Facility Carried by Structure: BUFFALO & PITBURG
Minimum Vertical Clearance: 3.58m (11.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.0m (23.0ft)
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Structure Number: 770729, Location: 3.3 MI NW OF RICEVILLE (Lat: 42.470742, Lng: -78.666889), Route carried "under" structure: Other road , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 100 (year 2021), Features Intersected: BOND RD, Facility Carried by Structure: BFLO&PITTSBURG RR
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.386, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 770729, Location: 3.3 MI NW OF RICEVILLE (Lat: 42.470742, Lng: -78.666889), Route carried "under" structure: Other road , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 100 (year 2021), Features Intersected: BOND RD, Facility Carried by Structure: BFLO&PITTSBURG RR
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.386, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)