Bridge Statistics for Sardinia, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 82ft / 24.7mTotal length
- $15,672,000Total costs
- 22,548Total average daily traffic
- 2,387Total average daily truck traffic
- 24,311Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sardinia
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 11980-1989
- 31990-1999
- 52010-2019
- Bridge Condition - Deck
- 20.0%Excellent
- 60.0%Good
- 20.0%Fair
- Bridge Condition - Superstructure
- 42.9%Excellent
- 14.3%Very good
- 28.6%Good
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Excellent
- 42.9%Good
- 14.3%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: 102451, Location: 5.0 MI E JCT RTS 39 + 219 (Lat: 42.514283, Lng: -78.591064), Route carried "on" structure: State highway 39, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Design Load: HS 25 or greater, Features Intersected: OTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.178, 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, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $713,000, Roadway Improvement Cost: $417,000, Total Project Cost: $1,130,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102451, Location: 5.0 MI E JCT RTS 39 + 219 (Lat: 42.514283, Lng: -78.591064), Route carried "on" structure: State highway 39, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Design Load: HS 25 or greater, Features Intersected: OTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.178, 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, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $713,000, Roadway Improvement Cost: $417,000, Total Project Cost: $1,130,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102452, Location: 5.9 MI E JCT RTS 39 + 219 (Lat: 42.513075, Lng: -78.573856), Route carried "on" structure: State highway 39, Year Built: 1932, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Features Intersected: HYLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: Fair, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 102452, Location: 5.9 MI E JCT RTS 39 + 219 (Lat: 42.513075, Lng: -78.573856), Route carried "on" structure: State highway 39, Year Built: 1932, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Features Intersected: HYLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: Fair, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 102453, Location: 6.2 MI E JCT RTS 39 + 219 (Lat: 42.513667, Lng: -78.567722), Route carried "on" structure: State highway 39, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Features Intersected: DRESSER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.157, 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: 4.8m (15.7ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 73.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $198,000, Total Project Cost: $537,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102453, Location: 6.2 MI E JCT RTS 39 + 219 (Lat: 42.513667, Lng: -78.567722), Route carried "on" structure: State highway 39, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Features Intersected: DRESSER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.157, 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: 4.8m (15.7ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 73.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $198,000, Total Project Cost: $537,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102454, Location: 7.6 MI E JCT RTS 39 + 219 (Lat: 42.518358, Lng: -78.542414), Route carried "on" structure: State highway 39, Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Features Intersected: CATT CK BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.425, 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $273,000, Total Project Cost: $740,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 102454, Location: 7.6 MI E JCT RTS 39 + 219 (Lat: 42.518358, Lng: -78.542414), Route carried "on" structure: State highway 39, Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Features Intersected: CATT CK BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.425, 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $273,000, Total Project Cost: $740,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 102455, Location: 1.4 MI W JCT RTS 39 & 16 (Lat: 42.540986, Lng: -78.504153), Route carried "on" structure: State highway 39, Year Built: 1996, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Design Load: HS 25 or greater, Features Intersected: HOSMER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,235,000, Roadway Improvement Cost: $1,309,000, Total Project Cost: $3,544,000 ( 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: 102455, Location: 1.4 MI W JCT RTS 39 & 16 (Lat: 42.540986, Lng: -78.504153), Route carried "on" structure: State highway 39, Year Built: 1996, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 3,189 (year 2040), Design Load: HS 25 or greater, Features Intersected: HOSMER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,235,000, Roadway Improvement Cost: $1,309,000, Total Project Cost: $3,544,000 ( 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: 332827, Location: 3.5 MILES SE OF HOLLAND (Lat: 42.603339, Lng: -78.495081), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 903 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 912 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SO/ B&P R, Facility Carried by Structure: SO.PROTECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,264,000, Roadway Improvement Cost: $1,326,000, Total Project Cost: $3,589,000 ( 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: 332827, Location: 3.5 MILES SE OF HOLLAND (Lat: 42.603339, Lng: -78.495081), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 903 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 912 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SO/ B&P R, Facility Carried by Structure: SO.PROTECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,264,000, Roadway Improvement Cost: $1,326,000, Total Project Cost: $3,589,000 ( 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: 33284, Location: .9 MILE SOUTH OF SARDINIA (Lat: 42.527742, Lng: -78.508550), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,179 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,651 (year 2037), Design Load: HS 20, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: SAVAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,433,000, Roadway Improvement Cost: $839,000, Total Project Cost: $2,273,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33284, Location: .9 MILE SOUTH OF SARDINIA (Lat: 42.527742, Lng: -78.508550), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,179 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,651 (year 2037), Design Load: HS 20, Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: SAVAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,433,000, Roadway Improvement Cost: $839,000, Total Project Cost: $2,273,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332846, Location: 2.8 MI.NE OF EAST CONCORD (Lat: 42.575228, Lng: -78.597819), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 253 (year 2038), Design Load: HL 93, Features Intersected: SPENCER BROOK, Facility Carried by Structure: ALLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 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: November 2020, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $178,000, Total Project Cost: $482,000 ( Estimate for 2021)
Structure Number: 332846, Location: 2.8 MI.NE OF EAST CONCORD (Lat: 42.575228, Lng: -78.597819), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 253 (year 2038), Design Load: HL 93, Features Intersected: SPENCER BROOK, Facility Carried by Structure: ALLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 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: November 2020, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $178,000, Total Project Cost: $482,000 ( Estimate for 2021)
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Structure Number: 33285, Location: 1.1 MI NORTH OF SARDINIA (Lat: 42.556628, Lng: -78.509914), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 675 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 945 (year 2037), Design Load: HL 93, Features Intersected: DRY CREEK, Facility Carried by Structure: SAVAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, 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: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $317,000, Total Project Cost: $858,000 ( Estimate for 2021)
Structure Number: 33285, Location: 1.1 MI NORTH OF SARDINIA (Lat: 42.556628, Lng: -78.509914), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 675 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 945 (year 2037), Design Load: HL 93, Features Intersected: DRY CREEK, Facility Carried by Structure: SAVAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, 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: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $317,000, Total Project Cost: $858,000 ( Estimate for 2021)
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Structure Number: 332869, Location: 2.6 MI EAST OF SARDINIA (Lat: 42.551669, Lng: -78.498986), Route carried "on" structure: County highway , Year Built: 1934, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,705 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,722 (year 2040), Features Intersected: HOSMER BROOK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $365,000, Total Project Cost: $987,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332869, Location: 2.6 MI EAST OF SARDINIA (Lat: 42.551669, Lng: -78.498986), Route carried "on" structure: County highway , Year Built: 1934, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,705 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,722 (year 2040), Features Intersected: HOSMER BROOK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $365,000, Total Project Cost: $987,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336788, Location: 3 MILES WEST OF SARDINA (Lat: 42.550886, Lng: -78.571203), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,701 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,718 (year 2040), Design Load: HS 20, Features Intersected: DRESSER CREEK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: September 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $115,000, Total Project Cost: $313,000 ( Estimate for 2021)
Structure Number: 336788, Location: 3 MILES WEST OF SARDINA (Lat: 42.550886, Lng: -78.571203), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,701 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,718 (year 2040), Design Load: HS 20, Features Intersected: DRESSER CREEK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: September 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $115,000, Total Project Cost: $313,000 ( Estimate for 2021)
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Structure Number: 336833, Location: 4 MILES SE OF HOLLAND (Lat: 42.606692, Lng: -78.494731), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 903 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 912 (year 2040), Design Load: HS 25 or greater, Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: S PROTECTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, 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: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.3 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: 55.7 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 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $139,000, Total Project Cost: $376,000 ( Estimate for 2021)
Structure Number: 336833, Location: 4 MILES SE OF HOLLAND (Lat: 42.606692, Lng: -78.494731), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 903 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 912 (year 2040), Design Load: HS 25 or greater, Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: S PROTECTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, 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: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.3 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: 55.7 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 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $139,000, Total Project Cost: $376,000 ( Estimate for 2021)
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Structure Number: 337113, Location: 2.4 MI. NE OF EAST CONCOR (Lat: 42.577275, Lng: -78.605603), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 253 (year 2038), Design Load: HL 93, Features Intersected: SPENCER BROOK, Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $149,000, Total Project Cost: $403,000 ( Estimate for 2021)
Structure Number: 337113, Location: 2.4 MI. NE OF EAST CONCOR (Lat: 42.577275, Lng: -78.605603), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 253 (year 2038), Design Load: HL 93, Features Intersected: SPENCER BROOK, Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $149,000, Total Project Cost: $403,000 ( Estimate for 2021)