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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 66m217ftTotal length
  • $77,605,000Total costs
  • 82,749Total average daily traffic
  • 3,999Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ilion
  • No street view available for this location

New bridges - Historical Statistics

  • 2Before 1900
  • 11930-1939
  • 31960-1969
  • 11970-1979
  • 31980-1989
  • 11990-1999
  • 12000-2009
  • 12010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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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: 7,654 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,716 (year 2033),  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: Serious,  Substructure: Fair,  Channel: Satisfactory,  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: High priority of corrective action,  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: November 14,  Bridge Improvement Cost: $1,176,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,286,000 ( Estimate for 2014),  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: 2,946 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,124 (year 2033),  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: September 14,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $693,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107364,  Location: 0.6MI W INSECT RTS 5S &51 (Lat: 43.021642,  Lng: -75.043736),  Route carried "on" structure: State highway 5S,  Year Built: 1988,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 12,255 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,157 (year 2033),  Design Load: HS 20,  Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.449,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $1,921,000,  Roadway Improvement Cost: $1,125,000,  Total Project Cost: $3,046,000 ( Estimate for 2014),  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: 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: 14,077 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,708 (year 2033),  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: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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 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: November 13,  Bridge Improvement Cost: $1,362,000,  Roadway Improvement Cost: $798,000,  Total Project Cost: $2,160,000 ( Estimate for 2014),  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: 10,437 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,612 (year 2033),  Design Load: HS 20,  Features Intersected: FULMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.265,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 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: November 13,  Bridge Improvement Cost: $1,333,000,  Roadway Improvement Cost: $781,000,  Total Project Cost: $2,114,000 ( Estimate for 2014),  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: 109423,  Location: 10MI W JCT RTS 51+5S (Lat: 43.022767,  Lng: -75.053764),  Route carried "on" structure: State highway 5S,  Year Built: 1966,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 3,993 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,590 (year 2030),  Design Load: HS 20,  Features Intersected: MCGOWAN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $858,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 481 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 531 (year 2034),  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: 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: 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 14,  Bridge Improvement Cost: $474,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $519,000 ( Estimate for 2014),  Deck Structure Type: Open Grating
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Structure Number: 226686,  Location: VILLAGE OF ILION (Lat: 43.012528,  Lng: -75.041053),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 652 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 720 (year 2034),  Design Load: HS 25,  Features Intersected: STEELE CREEK,  Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Superstructure: Good,  Substructure: Excellent,  Channel: Fair,  Operating Rating: 78.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $438,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226687,  Location: AT VILLAGE OF ILION (Lat: 43.013783,  Lng: -75.040708),  Route carried "on" structure: City street ,  Year Built: 1890,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,899 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,745 (year 2034),  Features Intersected: STEELE CREEK,  Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $273,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 227085,  Location: In Ilion (Lat: 43.006528,  Lng: -75.041556),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,220 (year 2032),  Design Load: HS 25,  Features Intersected: Steele Creek,  Facility Carried by Structure: Fredrick St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 14,  Bridge Improvement Cost: $651,000,  Roadway Improvement Cost: $381,000,  Total Project Cost: $1,032,000 ( Estimate for 2014),  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: 405118,  Location: JCT RTS 5+51 N OF ILION (Lat: 43.021231,  Lng: -75.030158),  Route carried "on" structure: State highway 51,  Year Built: 1968,  Status: Open,  Structure Length: 21.24m (69.69ft),  Average Daily Traffic: 13,455 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,837 (year 2033),  Design Load: HS 20,  Features Intersected: RTE 5, N Y S BARGE CANAL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 27.015,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 42.6m (139.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 56.3m (184.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.24m (69.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 14,  Underwater Inspection Date: August 2009,  Bridge Improvement Cost: $41,111,000,  Roadway Improvement Cost: $24,075,000,  Total Project Cost: $65,186,000 ( Estimate for 2014),  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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Structure Number: 405118,  Location: JCT RTS 5+51 N OF ILION (Lat: 43.021231,  Lng: -75.030158),  Route carried "under" structure: State highway 5,  Year Built: 1968,  Structure Length: 21.24m (69.69ft),  Average Daily Traffic: 100 (year 2014),  Features Intersected: RTE 5, N Y S BARGE CANAL
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.3m (184.7ft)

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