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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 73m240ftTotal length
  • $55,722,000Total costs
  • 62,890Total average daily traffic
  • 3,615Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oswego
  • No street view available for this location

New bridges - Historical Statistics

  • 31900-1909
  • 11930-1939
  • 11950-1959
  • 21960-1969
  • 11980-1989
  • 22000-2009

Reconstructed bridges - Historical Statistics

  • 11930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 11970-1979
  • 11980-1989
  • 11990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 10366,  Location: 1.0 MI E JCT RTS 104 & 57 (Lat: 43.460622,  Lng: -76.488517),  Route carried "on" structure: State highway 104,  Year Built: 2001,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 19,210 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,894 (year 2034),  Design Load: HS 25,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.682,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: August 13,  Bridge Improvement Cost: $1,344,000,  Roadway Improvement Cost: $787,000,  Total Project Cost: $2,131,000 ( 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: 220941,  Location: IN OSWEGO (Lat: 43.457544,  Lng: -76.487817),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 3,912 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,683 (year 2034),  Design Load: HS 25,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: E ALBANY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Owner: City or Municipal 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: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $535,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $848,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 225629,  Location: IN OSWEGO (Lat: 43.465339,  Lng: -76.491378),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 8.62m (28.28ft),  Average Daily Traffic: 2,934 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,546 (year 2034),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: E SENECA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $813,000,  Roadway Improvement Cost: $476,000,  Total Project Cost: $1,289,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 226841,  Location: JCT E SECOND & E ONEIDA (Lat: 43.456728,  Lng: -76.506128),  Route carried "on" structure: Business City street ,  Year Built: 1900,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,110 (year 2001),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,554 (year 2021),  Design Load: HS 25,  Features Intersected: Walkway Tunnel,  Facility Carried by Structure: E 2ND + E ONEIDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 87.7m (287.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $7,755,000,  Roadway Improvement Cost: $4,541,000,  Total Project Cost: $12,296,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226885,  Location: 0.75 MILES NE OF OSWEGO (Lat: 43.467578,  Lng: -76.483706),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 635 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 743 (year 2034),  Features Intersected: WINE CREEK,  Facility Carried by Structure: MITCHELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 74.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $30,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 405392,  Location: JCT OF RTE 104 + OSWEGO R (Lat: 43.457214,  Lng: -76.509483),  Route carried "on" structure: State highway 104,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 16.48m (54.07ft),  Average Daily Traffic: 18,311 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,635 (year 2026),  Features Intersected: Canal View Dr, OSWEGO RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.832,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 13.7m (44.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.48m (54.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 14,  Underwater Inspection Date: June 12,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $268,000 ( 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: 443418,  Location: IN OSWEGO-TO LOCK O-7 (Lat: 43.451192,  Lng: -76.504708),  Route carried "on" structure: Ramp Other road ,  Year Built: 1908,  Year Reconstructed: 1941,  Status: Closed,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 40 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 56 (year 2018),  Features Intersected: LOCK O 7,  Facility Carried by Structure: CANALRD POWER HSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Critical,  Channel: Very good,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 13,  Critical Feature Inspection Date: August 13,  Bridge Improvement Cost: $2,322,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $2,540,000 ( Estimate for 2014),  Deck Structure Type: Closed Grating
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Structure Number: 443419,  Location: CITY OF OSWEGO; UTICA ST (Lat: 43.453236,  Lng: -76.507358),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 18.28m (59.97ft),  Average Daily Traffic: 15,781 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,093 (year 2029),  Design Load: H 20,  Features Intersected: OSWEGO CANAL, OSWEGO RIV,  Facility Carried by Structure: UTICA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 41.1m (134.8ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.28m (59.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 13,  Critical Feature Inspection Date: October 13,  Underwater Inspection Date: August 13,  Bridge Improvement Cost: $22,441,000,  Roadway Improvement Cost: $13,142,000,  Total Project Cost: $35,583,000 ( 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: 770168,  Location: AT OSWEGO (Lat: 43.463294,  Lng: -76.503533),  Route carried "on" structure: City street ,  Year Built: 1905,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 956 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,233 (year 2034),  Features Intersected: EAST SEVENTH ST,  Facility Carried by Structure: E SCHUYLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $737,000 ( Estimate for 2014),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 405392,  Location: JCT OF RTE 104 + OSWEGO R (Lat: 43.457214,  Lng: -76.509483),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 16.48m (54.07ft),  Average Daily Traffic: 1 (year 2014),  Features Intersected: Canal View Dr, OSWEGO RI,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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