Bridge Statistics for Wright, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 85ft / 26.2mTotal length
- $13,347,000Total costs
- 2,878Total average daily traffic
- 255Total average daily truck traffic
- 3,461Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wright
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11960-1969
- 11970-1979
- 31990-1999
- 32000-2009
- Bridge Condition - Deck
- 33.3%Excellent
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Excellent
- 33.3%Very good
- 22.2%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 44.4%Very good
- 33.3%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 20.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 102523, Location: 0.1 MI S JCT RT 443 + 146 (Lat: 42.664911, Lng: -74.234450), Route carried "on" structure: State highway 443, Year Built: 1939, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 797 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 831 (year 2040), Design Load: H 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $539,000, Roadway Improvement Cost: $316,000, Total Project Cost: $854,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102523, Location: 0.1 MI S JCT RT 443 + 146 (Lat: 42.664911, Lng: -74.234450), Route carried "on" structure: State highway 443, Year Built: 1939, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 797 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 831 (year 2040), Design Load: H 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $539,000, Roadway Improvement Cost: $316,000, Total Project Cost: $854,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102524, Location: 1 MI SE JCT NY443 &NY146 (Lat: 42.657847, Lng: -74.223000), Route carried "on" structure: State highway 443, Year Built: 2003, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 797 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 831 (year 2040), Design Load: HS 25 or greater, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.643, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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, 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: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,195,000, Roadway Improvement Cost: $700,000, Total Project Cost: $1,895,000 ( 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: 102524, Location: 1 MI SE JCT NY443 &NY146 (Lat: 42.657847, Lng: -74.223000), Route carried "on" structure: State highway 443, Year Built: 2003, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 797 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 831 (year 2040), Design Load: HS 25 or greater, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.643, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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, 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: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,195,000, Roadway Improvement Cost: $700,000, Total Project Cost: $1,895,000 ( 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: 10798, Location: 146 146 95011022_KINGS CR (Lat: 42.686458, Lng: -74.206467), Route carried "on" structure: State highway 146, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 547 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 766 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 33.02m (108.33ft), Kilometerpoint: 3.588, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 74.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $55,000, Total Project Cost: $150,000 ( Estimate for 2021)
Structure Number: 10798, Location: 146 146 95011022_KINGS CR (Lat: 42.686458, Lng: -74.206467), Route carried "on" structure: State highway 146, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 547 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 766 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 33.02m (108.33ft), Kilometerpoint: 3.588, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 74.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $55,000, Total Project Cost: $150,000 ( Estimate for 2021)
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Structure Number: 222869, Location: 2.0 MI NW OF BERNE (Lat: 42.640178, Lng: -74.189428), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 63 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 88 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SCHELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,635,000, Roadway Improvement Cost: $957,000, Total Project Cost: $2,592,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222869, Location: 2.0 MI NW OF BERNE (Lat: 42.640178, Lng: -74.189428), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 63 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 88 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SCHELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,635,000, Roadway Improvement Cost: $957,000, Total Project Cost: $2,592,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226905, Location: 1 MI N OF GALLOPVILLE (Lat: 42.677083, Lng: -74.223758), Route carried "on" structure: ServiceCounty highway , Year Built: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 74 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2031), Design Load: HS 25 or greater, Features Intersected: KINGS CREEK, Facility Carried by Structure: SELLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $364,000, Total Project Cost: $985,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226905, Location: 1 MI N OF GALLOPVILLE (Lat: 42.677083, Lng: -74.223758), Route carried "on" structure: ServiceCounty highway , Year Built: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 74 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2031), Design Load: HS 25 or greater, Features Intersected: KINGS CREEK, Facility Carried by Structure: SELLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $364,000, Total Project Cost: $985,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335465, Location: 1 MI NW GALLUPVILLE (Lat: 42.673453, Lng: -74.254003), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 126 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 176 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: DEBRITKO ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $2,177,000, Roadway Improvement Cost: $1,275,000, Total Project Cost: $3,452,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335465, Location: 1 MI NW GALLUPVILLE (Lat: 42.673453, Lng: -74.254003), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 126 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 176 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: DEBRITKO ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $2,177,000, Roadway Improvement Cost: $1,275,000, Total Project Cost: $3,452,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335466, Location: 0.1 M S OF NYS 443 (Lat: 42.660664, Lng: -74.235483), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 417 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 584 (year 2037), Design Load: HS 20+Mod, Features Intersected: FOX CREEK, Facility Carried by Structure: PICKETT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $492,000, Total Project Cost: $1,333,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 335466, Location: 0.1 M S OF NYS 443 (Lat: 42.660664, Lng: -74.235483), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 417 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 584 (year 2037), Design Load: HS 20+Mod, Features Intersected: FOX CREEK, Facility Carried by Structure: PICKETT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $492,000, Total Project Cost: $1,333,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 335467, Location: 1.5 MI SE OF GALLUPVILLE (Lat: 42.655947, Lng: -74.214731), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 14 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SHOLTES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $238,000, Total Project Cost: $644,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335467, Location: 1.5 MI SE OF GALLUPVILLE (Lat: 42.655947, Lng: -74.214731), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 14 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SHOLTES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $238,000, Total Project Cost: $644,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335468, Location: 2.0 MI SE GALLOPVILLE (Lat: 42.651289, Lng: -74.208792), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 19 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 27 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: ZIMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 75.3 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $299,000, Total Project Cost: $809,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 335468, Location: 2.0 MI SE GALLOPVILLE (Lat: 42.651289, Lng: -74.208792), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 19 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 27 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: ZIMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 75.3 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $299,000, Total Project Cost: $809,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 335469, Location: 3 MI SE OF GALLUPVILLE (Lat: 42.643903, Lng: -74.198758), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 24 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 34 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SCHOONMAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $234,000, Total Project Cost: $633,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335469, Location: 3 MI SE OF GALLUPVILLE (Lat: 42.643903, Lng: -74.198758), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 24 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 34 (year 2037), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SCHOONMAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $234,000, Total Project Cost: $633,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other