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Bridge Statistics for Ilion, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 58 meters (190ft)
Total costs: $11,792,000
Total average daily traffic: 57,158
Total average daily truck traffic: 2,908
National Bridge Inventory (NBI) Registered Bridges for Ilion
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New bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 0
  • 1910-1919: 0
  • 1920-1929: 1
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 2
  • 1970-1979: 1
  • 1980-1989: 6
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 100272,  Location: MAIN ST OVER STEELE CREEK (Lat: 43.017147,  Lng: -75.039606),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 7,600 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,640 (year 2030),  Design Load: HS 20,  Features Intersected: STEELE CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 11,  Bridge Improvement Cost: $2,644,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $2,892,000 ( Estimate for 2011),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102649,  Location: 07MI S JCT RTS 5S+51 (Lat: 43.009081,  Lng: -75.041172),  Route carried "on" structure: State highway 51,  Year Built: 1899,  Year Reconstructed: 1901,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 3,450 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,830 (year 2030),  Design Load: HS 20,  Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.438,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 79.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $740,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $1,173,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106982,  Location: 3.5 MI S JCT RTE51&5S (Lat: 42.985814,  Lng: -75.077778),  Route carried "on" structure: State highway 51,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 868 (year 2030),  Design Load: HS 20,  Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.595,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 77.8 metric tons,  Inventory Rating: 32.6 metric tons,  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $152,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106983,  Location: 3.7 MI S JCT RTS 51 & 5S (Lat: 42.981983,  Lng: -75.087272),  Route carried "on" structure: State highway 51,  Year Built: 1980,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 868 (year 2030),  Design Load: HS 20,  Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 79.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Superior 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: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $228,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106984,  Location: 3.5MI S JCT 51&5S (Lat: 42.979242,  Lng: -75.092839),  Route carried "on" structure: State highway 51,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 868 (year 2030),  Design Load: H 20,  Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.549,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than 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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $152,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106985,  Location: 4.2 MI S JCT RTS51&5S (Lat: 42.969047,  Lng: -75.100725),  Route carried "on" structure: State highway 51,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 868 (year 2030),  Design Load: HS 20,  Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.230,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 79.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $171,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107402,  Location: 0.3M N RTS 5S & 51-OVER51 (Lat: 43.020069,  Lng: -75.031275),  Route carried "on" structure: State highway 5S,  Year Built: 1989,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 13,800 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,938 (year 2031),  Design Load: HS 20,  Features Intersected: RTE 51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.543,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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 replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $976,000,  Roadway Improvement Cost: $572,000,  Total Project Cost: $1,548,000 ( Estimate for 2011),  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: 107452,  Location: .75 MI W OF ROUTE 8 (Lat: 43.013358,  Lng: -75.012639),  Route carried "on" structure: State highway 5S,  Year Built: 1991,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 11,597 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,236 (year 2025),  Design Load: HS 20,  Features Intersected: FULMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.2 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: 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: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $956,000,  Roadway Improvement Cost: $560,000,  Total Project Cost: $1,516,000 ( Estimate for 2011),  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: 226684,  Location: AT ILION (Lat: 43.002681,  Lng: -75.043967),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 520 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2031),  Features Intersected: STEELE CREEK,  Facility Carried by Structure: RICHFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Meets minimum limits,  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: 1.76m (5.77ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,067,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,167,000 ( Estimate for 2011),  Deck Structure Type: Open Grating
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Structure Number: 226685,  Location: AT ILION (Lat: 43.005944,  Lng: -75.041931),  Route carried "on" structure: City street ,  Year Built: 1924,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 2,300 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,580 (year 2031),  Features Intersected: STEELE CREEK,  Facility Carried by Structure: PHILIP STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.0 metric tons,  Inventory Rating: 23.0 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Bridge Improvement Cost: $693,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $758,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 405118A,  Location: JCT RTS 5 & 51 N OF ILION (Lat: 43.022022,  Lng: -75.029594),  Route carried "on" structure: State highway 51,  Year Built: 1968,  Status: Open,  Structure Length: 18.28m (59.97ft),  Average Daily Traffic: 840 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,176 (year 2019),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 188.124,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 90.2 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.28m (59.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $1,275,000,  Roadway Improvement Cost: $747,000,  Total Project Cost: $2,022,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 405118B,  Location: JCT RTS 5 & 51 N OF ILION (Lat: 43.021789,  Lng: -75.029189),  Route carried "on" structure: State highway 51,  Year Built: 1968,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 5,071 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,099 (year 2019),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.124,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.81m (64.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $13,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 107402,  Location: 0.3M N RTS 5S & 51-OVER51 (Lat: 43.020069,  Lng: -75.031275),  Route carried "under" structure: State highway 51,  Year Built: 1989,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 9,500 (year 1988),  Features Intersected: RTE 51,  Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 26.565,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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