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

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Structure Number: 10366,  Location: 1.0 MI E JCT RTS 104 & 57 (Lat: 43.460664,  Lng: -76.488453),  Route carried "on" structure: State highway 104,  Year Built: 2001,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 12,380 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,438 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.666,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum 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: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,318,000,  Roadway Improvement Cost: $1,357,000,  Total Project Cost: $3,675,000 ( Estimate for 2021),  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: 220912,  Location: 3 MI SW OF OSWEGO (Lat: 43.416519,  Lng: -76.523161),  Route carried "on" structure: Other road ,  Year Built: 2018,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 515 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 721 (year 2038),  Features Intersected: RICE CREEK,  Facility Carried by Structure: RATHBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.133,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 77.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $341,000 ( Estimate for 2021)

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Structure Number: 220914,  Location: 2.8 M1 SW OF OSWEGO (Lat: 43.424183,  Lng: -76.538728),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 271 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 379 (year 2035),  Design Load: HS 20,  Features Intersected: Rice Creek,  Facility Carried by Structure: THOMPSON RD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $333,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $528,000 ( Estimate for 2021)

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Structure Number: 220941,  Location: IN OSWEGO (Lat: 43.457653,  Lng: -76.487744),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,710 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,194 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: E ALBANY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (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: 82.6 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: 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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,218,000,  Roadway Improvement Cost: $713,000,  Total Project Cost: $1,931,000 ( Estimate for 2021),  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: 225629,  Location: IN OSWEGO (Lat: 43.465264,  Lng: -76.491708),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 2,326 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,877 (year 2040),  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: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Bridge Improvement Cost: $3,789,000,  Roadway Improvement Cost: $2,219,000,  Total Project Cost: $6,008,000 ( Estimate for 2021),  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: 226841,  Location: JCT E SECOND & E ONEIDA (Lat: 43.456597,  Lng: -76.506136),  Route carried "on" structure: Business City street ,  Year Built: 1900,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 748 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,047 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Walkway Tunnel,  Facility Carried by Structure: E 2ND + E ONEIDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 87.8m (288.1ft)

Condition: 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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $11,275,000,  Roadway Improvement Cost: $6,602,000,  Total Project Cost: $17,877,000 ( Estimate for 2021)

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Structure Number: 226885,  Location: 0.75 MILES NE OF OSWEGO (Lat: 43.471369,  Lng: -76.485725),  Route carried "on" structure: ServiceCity street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 689 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 852 (year 2040),  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: 7.3m (24.0ft),  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: Poor,  Culverts: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: September 2020,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $213,000 ( Estimate for 2021)

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Structure Number: 320913,  Location: 2 MILES SW OF OSWEGO (Lat: 43.429244,  Lng: -76.517103),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 515 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 721 (year 2038),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD,  Facility Carried by Structure: RATHBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.854,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $828,000,  Roadway Improvement Cost: $485,000,  Total Project Cost: $1,313,000 ( Estimate for 2021),  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: 331327,  Location: 3.0 MI SW OF OSWEGO (Lat: 43.419814,  Lng: -76.534053),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,177 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,043 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RICE CREEK,  Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.117,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $548,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331328,  Location: 3.0 MI SW OF OSWEGO (Lat: 43.413725,  Lng: -76.525336),  Route carried "on" structure: County highway ,  Year Built: 1935,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,598 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,234 (year 2040),  Design Load: HS 20,  Features Intersected: RICE CREEK,  Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.401,  Lanes on structure: 2,  Owner: County 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: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $479,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 405392,  Location: JCT OF RTE 104 + OSWEGO R (Lat: 43.456842,  Lng: -76.510233),  Route carried "on" structure: State highway 104,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 15,003 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,073 (year 2040),  Design Load: HL 93,  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: 19.5m (64.0ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable 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 2020,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $7,824,000,  Roadway Improvement Cost: $4,582,000,  Total Project Cost: $12,405,000 ( Estimate for 2021),  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: 443419,  Location: CITY OF OSWEGO; UTICA ST (Lat: 43.453044,  Lng: -76.508197),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 12,949 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,730 (year 2040),  Design Load: H 20,  Features Intersected: OSWEGO CANAL, OSWEGO RIV,  Facility Carried by Structure: UTICA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  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: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.44m (60.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $8,417,000,  Roadway Improvement Cost: $4,929,000,  Total Project Cost: $13,346,000 ( Estimate for 2021),  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: 405392,  Location: JCT OF RTE 104 + OSWEGO R (Lat: 43.456842,  Lng: -76.510233),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2016),  Features Intersected: Canal View Dr, OSWEGO RI,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 3.96m (12.99ft),  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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Structure Number: 770227,  Location: 3 MI SW OF OSWEGO (Lat: 43.416667,  Lng: -76.523328),  Route carried "under" structure: Other road ,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: RATHBURN ROAD, RICE CREE,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Length of Maximum Span: 6.0m (19.7ft)