Bridge Statistics for New Albion, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 62ft / 19.2mTotal length
- $11,244,000Total costs
- 11,400Total average daily traffic
- 875Total average daily truck traffic
- 13,052Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Albion
- No street view available for this location
- New bridges - historical statistics
- 11980-1989
- 61990-1999
- 62000-2009
- Bridge Condition - Deck
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Superstructure
- 16.7%Excellent
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 15.4%Very good
- 38.5%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Culverts
- 28.6%Very good
- 42.9%Good
- 28.6%Satisfactory
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Structure Number: 104638, Location: 4.4 MI NW VIL OF L VALLEY (Lat: 42.303428, Lng: -78.859342), Route carried "on" structure: State highway 353, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,451 (year 2040), Design Load: HS 25 or greater, Features Intersected: BR CATTARAUGUS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.113, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $162,000, Total Project Cost: $440,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104638, Location: 4.4 MI NW VIL OF L VALLEY (Lat: 42.303428, Lng: -78.859342), Route carried "on" structure: State highway 353, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,451 (year 2040), Design Load: HS 25 or greater, Features Intersected: BR CATTARAUGUS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.113, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $162,000, Total Project Cost: $440,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104639, Location: 4.8 MI NW VIL OF L VALLEY (Lat: 42.307228, Lng: -78.865136), Route carried "on" structure: State highway 353, Year Built: 1980, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,451 (year 2040), Design Load: HS 20, Features Intersected: BR CATTARAUGUS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: 52.5 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,272,000, Roadway Improvement Cost: $1,330,000, Total Project Cost: $3,602,000 ( 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: 104639, Location: 4.8 MI NW VIL OF L VALLEY (Lat: 42.307228, Lng: -78.865136), Route carried "on" structure: State highway 353, Year Built: 1980, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,451 (year 2040), Design Load: HS 20, Features Intersected: BR CATTARAUGUS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: 52.5 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,272,000, Roadway Improvement Cost: $1,330,000, Total Project Cost: $3,602,000 ( 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: 10464, Location: 5.6 MI NW VIL OF L VALLEY (Lat: 42.316792, Lng: -78.869633), Route carried "on" structure: State highway 353, Year Built: 1998, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,451 (year 2040), Design Load: HS 25 or greater, Features Intersected: CATTARAUGUS CRK F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,345,000, Roadway Improvement Cost: $788,000, Total Project Cost: $2,132,000 ( 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: 10464, Location: 5.6 MI NW VIL OF L VALLEY (Lat: 42.316792, Lng: -78.869633), Route carried "on" structure: State highway 353, Year Built: 1998, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,451 (year 2040), Design Load: HS 25 or greater, Features Intersected: CATTARAUGUS CRK F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,345,000, Roadway Improvement Cost: $788,000, Total Project Cost: $2,132,000 ( 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: 332272, Location: .4 MILE NW OF NEW ALBION (Lat: 42.292956, Lng: -78.895461), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 363 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 508 (year 2037), Design Load: HS 20, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: MOSHER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.215, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $343,000, Total Project Cost: $930,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 332272, Location: .4 MILE NW OF NEW ALBION (Lat: 42.292956, Lng: -78.895461), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 363 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 508 (year 2037), Design Load: HS 20, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: MOSHER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.215, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $343,000, Total Project Cost: $930,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 332273, Location: .1 MILE NW OF NEW ALBION (Lat: 42.290922, Lng: -78.890586), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 363 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 508 (year 2037), Design Load: HS 20, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: MOSHER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 46.3 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: 29.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $304,000, Total Project Cost: $823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 332273, Location: .1 MILE NW OF NEW ALBION (Lat: 42.290922, Lng: -78.890586), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 363 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 508 (year 2037), Design Load: HS 20, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: MOSHER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 46.3 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: 29.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $304,000, Total Project Cost: $823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 332276, Location: .1 MI NE OF VILLAGE LINE (Lat: 42.333542, Lng: -78.854803), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,280 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,292 (year 2040), Design Load: HS 25 or greater, Features Intersected: SB CATTARAUGUS CK, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $158,000, Total Project Cost: $427,000 ( Estimate for 2021)
Structure Number: 332276, Location: .1 MI NE OF VILLAGE LINE (Lat: 42.333542, Lng: -78.854803), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,280 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,292 (year 2040), Design Load: HS 25 or greater, Features Intersected: SB CATTARAUGUS CK, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $158,000, Total Project Cost: $427,000 ( Estimate for 2021)
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Structure Number: 332277, Location: .4 MILE SW OF CATTARAUGUS (Lat: 42.320756, Lng: -78.878992), Route carried "on" structure: ServiceOther road , Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 132 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 185 (year 2037), Design Load: HS 20, Features Intersected: WAITE HOLLW CREEK, Facility Carried by Structure: WAITE HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 77.8 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $92,000, Total Project Cost: $248,000 ( Estimate for 2021)
Structure Number: 332277, Location: .4 MILE SW OF CATTARAUGUS (Lat: 42.320756, Lng: -78.878992), Route carried "on" structure: ServiceOther road , Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 132 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 185 (year 2037), Design Load: HS 20, Features Intersected: WAITE HOLLW CREEK, Facility Carried by Structure: WAITE HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 77.8 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $92,000, Total Project Cost: $248,000 ( Estimate for 2021)
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Structure Number: 332279, Location: 1.3 MI SE OF EAST LEON (Lat: 42.334706, Lng: -78.941008), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 112 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 157 (year 2037), Design Load: HS 25 or greater, Features Intersected: LAWRENCE HLLW CRK, Facility Carried by Structure: SCOTT HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 80.4 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 desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $91,000, Total Project Cost: $247,000 ( Estimate for 2021)
Structure Number: 332279, Location: 1.3 MI SE OF EAST LEON (Lat: 42.334706, Lng: -78.941008), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 112 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 157 (year 2037), Design Load: HS 25 or greater, Features Intersected: LAWRENCE HLLW CRK, Facility Carried by Structure: SCOTT HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 80.4 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 desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $91,000, Total Project Cost: $247,000 ( Estimate for 2021)
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Structure Number: 332282, Location: 0.6 MI NE OF CATTARAUGUS (Lat: 42.341058, Lng: -78.849411), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 17 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 24 (year 2038), Design Load: HL 93, Features Intersected: S BR CATTARAUGUS, Facility Carried by Structure: SKINNER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $663,000, Roadway Improvement Cost: $388,000, Total Project Cost: $1,051,000 ( 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: 332282, Location: 0.6 MI NE OF CATTARAUGUS (Lat: 42.341058, Lng: -78.849411), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 17 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 24 (year 2038), Design Load: HL 93, Features Intersected: S BR CATTARAUGUS, Facility Carried by Structure: SKINNER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $663,000, Roadway Improvement Cost: $388,000, Total Project Cost: $1,051,000 ( 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: 336897, Location: 1.1 MI SW OF NEW ALBION (Lat: 42.277153, Lng: -78.899333), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 672 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 941 (year 2038), Design Load: HS 25 or greater, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.240, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $216,000, Total Project Cost: $586,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 336897, Location: 1.1 MI SW OF NEW ALBION (Lat: 42.277153, Lng: -78.899333), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 672 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 941 (year 2038), Design Load: HS 25 or greater, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.240, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $216,000, Total Project Cost: $586,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 337019, Location: IN NEW ALBION (Lat: 42.288725, Lng: -78.888428), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 627 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 878 (year 2038), Design Load: HS 25 or greater, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: MOSHER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.955, Lanes on structure: 2, 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: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 77.6 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 desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $79,000, Total Project Cost: $215,000 ( Estimate for 2021)
Structure Number: 337019, Location: IN NEW ALBION (Lat: 42.288725, Lng: -78.888428), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 627 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 878 (year 2038), Design Load: HS 25 or greater, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: MOSHER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.955, Lanes on structure: 2, 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: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 77.6 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 desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $79,000, Total Project Cost: $215,000 ( Estimate for 2021)
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Structure Number: 33702, Location: .1 MI NE OF NEW ALBION RD (Lat: 42.289633, Lng: -78.888656), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 681 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 953 (year 2038), Design Load: HS 25 or greater, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: LEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: October 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $83,000, Total Project Cost: $224,000 ( Estimate for 2021)
Structure Number: 33702, Location: .1 MI NE OF NEW ALBION RD (Lat: 42.289633, Lng: -78.888656), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 681 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 953 (year 2038), Design Load: HS 25 or greater, Features Intersected: TRB CONEWANGO CRK, Facility Carried by Structure: LEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: October 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $83,000, Total Project Cost: $224,000 ( Estimate for 2021)
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Structure Number: 337033, Location: .2 MI W OF CR 6 & CR 10 (Lat: 42.275867, Lng: -78.902078), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 181 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 253 (year 2037), Design Load: HS 25 or greater, Features Intersected: CONEWANGO CREEK, Facility Carried by Structure: LEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.918, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: 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: 87.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021)
Structure Number: 337033, Location: .2 MI W OF CR 6 & CR 10 (Lat: 42.275867, Lng: -78.902078), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 181 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 253 (year 2037), Design Load: HS 25 or greater, Features Intersected: CONEWANGO CREEK, Facility Carried by Structure: LEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.918, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: 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: 87.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021)