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Bridge Statistics for Lyonsdale, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lyonsdale, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 44 meters (144ft) Total costs: $19,239,000 Total average daily traffic: 3,213 Total average daily truck traffic: 126 Total future (year 2014) average daily traffic: 3,882 National Bridge Inventory (NBI) Registered Bridges for Lyonsdale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 222059, Location: 400 YDS FROM LYONSDALE RD (Lat: 43.618972, Lng: -75.303989), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 73 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 88 (year 2017), Features Intersected: MOOSE RIVER, Facility Carried by Structure: LOWDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.0 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $90,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 22206, Location: 2.9 MI S OF PORT LEYDEN (Lat: 43.546108, Lng: -75.317111), Route carried "on" structure: City street , Year Built: 1980, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 188 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 251 (year 2021), Features Intersected: FALL BROOK, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $90,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333972, Location: LOCATED IN LYONS FALLS (Lat: 43.616653, Lng: -75.356389), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 671 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 805 (year 2017), Design Load: HS 20, Features Intersected: MOOSE RIVER, Facility Carried by Structure: LYONS FALLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: July 2007, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $182,000, Total Project Cost: $488,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333973, Location: LOCATED IN LYONS FALLS (Lat: 43.614817, Lng: -75.358781), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 1,496 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 1,795 (year 2017), Design Load: HS 20, Features Intersected: BLACK RIVER, Facility Carried by Structure: LYONSDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.42m (50.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: July 2003, Bridge Improvement Cost: $3,390,000, Roadway Improvement Cost: $1,967,000, Total Project Cost: $5,357,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333974, Location: IN LYONSDALE (Lat: 43.618883, Lng: -75.304236), Route carried "on" structure: City street , Year Built: 1985, Status: Posted for load, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 61 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 73 (year 2021), Features Intersected: MOOSE RIVER, Facility Carried by Structure: LOWDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $3,390,000, Roadway Improvement Cost: $1,967,000, Total Project Cost: $5,357,000 ( Estimate for 2007), Deck Structure Type: Steel plate Find on map >>
Structure Number: 333975, Location: IN LYONSDALE (Lat: 43.618764, Lng: -75.304569), Route carried "on" structure: City street , Year Built: 1985, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 94 (year 1995), Truck Traffic: 4%, Average Future Daily Traffic: 113 (year 2015), Features Intersected: MOOSE RVR PWR CAN, Facility Carried by Structure: LOWDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Underwater Inspection Date: September 2000, Bridge Improvement Cost: $3,390,000, Roadway Improvement Cost: $1,967,000, Total Project Cost: $5,357,000 ( Estimate for 2007), Deck Structure Type: Steel plate Find on map >>
Structure Number: 333976, Location: 1.4 MI E OF LYONS FALLS (Lat: 43.613303, Lng: -75.336522), Route carried "on" structure: City street , Year Built: 1942, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 226 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 271 (year 2014), Features Intersected: MOOSE RIVER, Facility Carried by Structure: SCHIBLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 4.2m (13.8ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $179,000, Total Project Cost: $479,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 333977, Location: 1.4 MI E OF LYONS FALLS (Lat: 43.612500, Lng: -75.337278), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 293 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2020), Design Load: H 20, Features Intersected: MOOSE RIVER, Facility Carried by Structure: SCHIBLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $105,000, Total Project Cost: $281,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 33398, Location: 5.4 MI NE POTTERS CORNERS (Lat: 43.607681, Lng: -75.156622), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 8 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 10 (year 2018), Features Intersected: MOOSE RIVER, Facility Carried by Structure: MOOSE RVR RD EXT Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.9m (12.8ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $223,000, Total Project Cost: $596,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 333981, Location: 3.2 MI E OF LYONSDALE (Lat: 43.623642, Lng: -75.273831), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 90 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 108 (year 2017), Design Load: HS 25, Features Intersected: Moose River, Facility Carried by Structure: Fowlersville Ro Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $223,000, Total Project Cost: $596,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 333982, Location: 3.7 MI E OF LYONSDALE (Lat: 43.624025, Lng: -75.258458), Route carried "on" structure: City street , Year Built: 1971, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 13 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 16 (year 2017), Features Intersected: PINE CREEK, Facility Carried by Structure: YOUNGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $92,000, Total Project Cost: $246,000 ( Estimate for 2007), Deck Structure Type: Open Grating Discuss this city on our hugely popular New York forum Back to: Lyonsdale, NY, New York, All US cities.
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