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Bridge Statistics for Kingsbury, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kingsbury, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 47 meters (154ft) Total costs: $12,814,000 Total average daily traffic: 39,492 Total average daily truck traffic: 2,877 Total future (year 2005) average daily traffic: 50,984 National Bridge Inventory (NBI) Registered Bridges for Kingsbury
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 103981, Location: 2.2 MI E JCT US 4 & SH196 (Lat: 43.304750, Lng: -73.544042), Route carried "on" structure: State highway 196, Year Built: 2001, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 9,465 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,191 (year 2026), Design Load: HS 25, Features Intersected: DELAWARE & HUDSON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.897, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 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: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( 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: 103983, Location: 3.85 MI E JCT RTE 4 & 196 (Lat: 43.309628, Lng: -73.513086), Route carried "on" structure: State highway 196, Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 6,393 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,220 (year 2027), Design Load: HS 25, Features Intersected: WOOD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.535, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 84.4 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109578, Location: 2.05 MI E JCT RTE 4 & 196 (Lat: 43.305156, Lng: -73.547311), Route carried "on" structure: State highway 196, Year Built: 2001, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 9,465 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,191 (year 2026), Design Load: HS 25, Features Intersected: BOND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $83,000, Total Project Cost: $223,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 225735, Location: 4.0 M E JCT US4 & NY196 (Lat: 43.299278, Lng: -73.516144), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 66 , Design Load: H 20, Features Intersected: WOOD CREEK, Facility Carried by Structure: TOWN LINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Good, Culverts: Poor, Operating Rating: 72.3 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $74,000, Total Project Cost: $199,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33058, Location: 1 MILE SOUTH OF GRANVILLE (Lat: 43.356347, Lng: -73.487247), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 562 (year 1974), Truck Traffic: 8%, Average Future Daily Traffic: 639 (year 1994), Design Load: H 20, Features Intersected: BIG CREEK, Facility Carried by Structure: ADAMSVILLE 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $127,000, Total Project Cost: $341,000 ( 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: 330605, Location: IN PATTEN MILLS (Lat: 43.377628, Lng: -73.607408), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,173 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 1,694 (year 2021), Features Intersected: HALFWAY CREEK, Facility Carried by Structure: COUNTY ROAD 35 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Inventory Rating: 62.6 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $55,000, Total Project Cost: $148,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330673, Location: AT PATTENS MILLS (Lat: 43.383064, Lng: -73.605019), Route carried "on" structure: City street , Year Built: 1942, Year Reconstructed: 1964, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 963 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 1,263 (year 2021), Design Load: H 20, Features Intersected: HALFWAY BROOK, Facility Carried by Structure: PATTENS MILLS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Excellent, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $98,000, Total Project Cost: $264,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 330678, Location: 5M NE-HUDSON FALLS-OFF196 (Lat: 43.327608, Lng: -73.504956), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 131 , Design Load: HS 20, Features Intersected: WOOD CREEK, Facility Carried by Structure: NEW SWAMP 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $207,000, Total Project Cost: $555,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 403847, Location: JCT SH 149 & CHAMP CANAL (Lat: 43.357969, Lng: -73.493644), Route carried "on" structure: State highway 149, Year Built: 1994, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 1,411 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 1,814 (year 2027), Design Load: HS 20, Features Intersected: CHAMPLAIN CANAL Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 17.142, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $536,000, Total Project Cost: $1,460,000 ( 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: 403982, Location: JCT SH 196 & CHAMP CANAL (Lat: 43.304142, Lng: -73.539494), Route carried "on" structure: State highway 196, Year Built: 1938, Year Reconstructed: 1991, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 9,465 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,191 (year 2026), Design Load: H 20, Features Intersected: DIKE ROAD, CHAMPLAIN CAN Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 3.921, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 51.8m (169.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.85m (35.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Bridge Improvement Cost: $2,314,000, Roadway Improvement Cost: $1,342,000, Total Project Cost: $3,656,000 ( 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: 441808, Location: SOUTH OF FORT ANN (Lat: 43.389950, Lng: -73.486106), Route carried "on" structure: City street , Year Built: 1911, Status: Posted for load, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 408 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 535 (year 2021), Features Intersected: CHAMPLAIN CANAL, Facility Carried by Structure: BALDWIN CORNRS RD Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.52m (24.67ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Bridge Improvement Cost: $2,130,000, Roadway Improvement Cost: $1,422,000, Total Project Cost: $3,552,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 441809, Location: JCT N SWAMP RD & CHAMP C (Lat: 43.331967, Lng: -73.510789), Route carried "on" structure: City street , Year Built: 1911, Status: Posted for load, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 37 (year 1985), Truck Traffic: 5%, Average Future Daily Traffic: 49 (year 2005), Features Intersected: CHAMPLAIN CANAL, Facility Carried by Structure: NEW SWAMP ROAD Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 55.1m (180.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $567,000, Total Project Cost: $1,520,000 ( Estimate for 2007), Deck Structure Type: Open Grating Discuss this city on our hugely popular New York forum Back to: Kingsbury, NY, New York, All US cities.
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