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

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Structure Number: 100851,  Location: .1 MI S JCT US 11 & I90 (Lat: 43.089692,  Lng: -76.149433),  Route carried "on" structure: US 11,  Year Built: 1950,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,985 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,055 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.005,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  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: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,965,000,  Roadway Improvement Cost: $1,151,000,  Total Project Cost: $3,116,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100852,  Location: JCT OF RTS 11 + I-90 (Lat: 43.092175,  Lng: -76.148144),  Route carried "on" structure: US 11,  Year Built: 2004,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 4,985 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,055 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.262,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  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: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,621,000,  Roadway Improvement Cost: $1,535,000,  Total Project Cost: $4,155,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 100853,  Location: JCT US 11 NB & I81 (Lat: 43.112578,  Lng: -76.145089),  Route carried "on" structure: Ramp Interstate 936,  Year Built: 1971,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 29.11m (95.51ft),  Average Daily Traffic: 3,504 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,256 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 11, SO BAY RD-CR208
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.10m (95.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,690,000,  Roadway Improvement Cost: $2,747,000,  Total Project Cost: $7,437,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 102739,  Location: JCT OF I81 & SH 57 - RAMP (Lat: 43.078653,  Lng: -76.177814),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1987,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 4,690 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,765 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 370, BIKE PATH,  Facility Carried by Structure: FROM CR137 TO I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.3m (207.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,325,000,  Roadway Improvement Cost: $1,361,000,  Total Project Cost: $3,686,000 ( 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: 103164,  Location: 0.3 MI.SW JCT.81I & 90I (Lat: 43.089683,  Lng: -76.166772),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 6.19m (20.31ft),  Truck Traffic: 5%,  Design Load: HS 20+Mod,  Features Intersected: RTE I81,  Facility Carried by Structure: SEVENTH NORTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,903,000,  Roadway Improvement Cost: $2,871,000,  Total Project Cost: $7,774,000 ( 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: 1031659,  Location: JCT I81 & I90 (Lat: 43.093122,  Lng: -76.163628),  Route carried "on" structure: Interstate 81,  Year Built: 1986,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 54,456 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,552 (year 2040),  Design Load: HS 20,  Features Intersected: 90x, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.248,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $6,120,000,  Roadway Improvement Cost: $3,584,000,  Total Project Cost: $9,704,000 ( 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: 103166,  Location: .2 MI NE JCT I81 & I90 (Lat: 43.094783,  Lng: -76.162092),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1986,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 2,076 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,994 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33033013 NB, RTE,  Facility Carried by Structure: RAMP TO I81NB&I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.24m (20.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,323,000,  Roadway Improvement Cost: $1,361,000,  Total Project Cost: $3,684,000 ( 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: 1031671,  Location: JCT I81 & US 11 (Lat: 43.111403,  Lng: -76.146153),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 54.01m (177.20ft),  Average Daily Traffic: 43,836 (year 2005),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: 11 11 33033021, RTE 11,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.388,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.01m (177.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $17,473,000,  Roadway Improvement Cost: $10,232,000,  Total Project Cost: $27,705,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1031672,  Location: JCT US 11 & I81 (Lat: 43.111206,  Lng: -76.146039),  Route carried "on" structure: Interstate 81,  Year Built: 1989,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 54.25m (177.99ft),  Average Daily Traffic: 27,228 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,276 (year 2040),  Design Load: HS 20,  Features Intersected: 11 11 33033022, RTE 11,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.404,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.25m (177.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $17,580,000,  Roadway Improvement Cost: $10,295,000,  Total Project Cost: $27,874,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1031681,  Location: .6 MI NE JCT RTS I-81 +11 (Lat: 43.115900,  Lng: -76.136067),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 2,761 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,353 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33033033 SB, Rout,  Facility Carried by Structure: AIRPORT BLVD (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.80m (45.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,860,000,  Roadway Improvement Cost: $1,675,000,  Total Project Cost: $4,534,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1031682,  Location: .6 MI NE JCT RTS I-81 +11 (Lat: 43.115989,  Lng: -76.135858),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 2,761 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,353 (year 2040),  Design Load: HS 20,  Features Intersected: Route 936A, 81I 81I33033,  Facility Carried by Structure: AIRPORT BLVD (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.80m (45.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,985,000,  Roadway Improvement Cost: $1,748,000,  Total Project Cost: $4,733,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 104687,  Location: JCT OF RTS 370 + I-90 (Lat: 43.118081,  Lng: -76.226514),  Route carried "on" structure: State highway 370,  Year Built: 2011,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 5,701 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,925 (year 2040),  Design Load: HL 93,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.947,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,613,000,  Roadway Improvement Cost: $1,530,000,  Total Project Cost: $4,144,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 104982,  Location: .5 MI S JCT LEMOYNE + 90I (Lat: 43.090111,  Lng: -76.145131),  Route carried "on" structure: County highway 930A,  Year Built: 1950,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,313 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,098 (year 2040),  Design Load: HS 20,  Features Intersected: LEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.3 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: 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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $830,000,  Total Project Cost: $2,248,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104983,  Location: JCT OF LEMOYNE + I-09 (Lat: 43.092117,  Lng: -76.145294),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 8,313 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,098 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: LEMOYNE AVE CR219
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  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: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.12m (20.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,462,000,  Roadway Improvement Cost: $1,442,000,  Total Project Cost: $3,903,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 331279,  Location: 1.3 MI W EXIT 35 OF I90 (Lat: 43.090906,  Lng: -76.116608),  Route carried "on" structure: County highway ,  Year Built: 1951,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 9,788 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,890 (year 2040),  Design Load: HS 20,  Features Intersected: LEY CREEK,  Facility Carried by Structure: SALINA-DEWITT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $732,000,  Total Project Cost: $1,982,000 ( 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: 331286,  Location: .5 MI SE OF EXIT 25 - I81 (Lat: 43.086100,  Lng: -76.162453),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,723 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,381 (year 2040),  Design Load: HS 20,  Features Intersected: LEY CREEK,  Facility Carried by Structure: 7TH NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 77.7 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $329,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 502741,  Location: 0.3MI E EXIT 38 OVER I90 (Lat: 43.115617,  Lng: -76.213306),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 17,577 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,659 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: CR57 OSWEGO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,944,000,  Roadway Improvement Cost: $1,724,000,  Total Project Cost: $4,667,000 ( 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: 551013,  Location: .1 MI E JCT I81 & I90 (Lat: 43.092525,  Lng: -76.162342),  Route carried "on" structure: Interstate 90,  Year Built: 1946,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 22,817 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 32,913 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAR TRAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.978,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $888,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $1,409,000 ( Estimate for 2021)

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Structure Number: 551014,  Location: AT EXIT 36 OF I90 (Lat: 43.094472,  Lng: -76.167853),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2016,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 4,312 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,220 (year 2040),  Design Load: HL 93,  Features Intersected: 90 IX EB, RTE I90,  Facility Carried by Structure: EXIT 36 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,202,000,  Roadway Improvement Cost: $1,875,000,  Total Project Cost: $5,077,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551015,  Location: .3MI W EXIT 36 ON I-90 (Lat: 43.095217,  Lng: -76.169789),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 10,235 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,433 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: BUCKLEY RD CR 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,099,000,  Roadway Improvement Cost: $1,229,000,  Total Project Cost: $3,328,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 551016,  Location: RAMP BRIDGE EXIT 37 I90 (Lat: 43.102144,  Lng: -76.181311),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2020,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 1,511 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,179 (year 2040),  Design Load: HL 93,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: EXIT 37 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,237,000,  Roadway Improvement Cost: $1,310,000,  Total Project Cost: $3,547,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551017,  Location: 1MI NW THRUWAY EXIT 35 (Lat: 43.109022,  Lng: -76.197533),  Route carried "on" structure: Interstate 90,  Year Built: 2019,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 28,225 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 40,714 (year 2040),  Design Load: HL 93,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.567,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,050,000,  Roadway Improvement Cost: $1,786,000,  Total Project Cost: $4,836,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551018,  Location: 2.1 MI NW JCT I90 & I81 (Lat: 43.109450,  Lng: -76.198522),  Route carried "on" structure: Interstate 90,  Year Built: 2019,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 28,225 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 40,714 (year 2040),  Design Load: HL 93,  Features Intersected: VINE ST CR 51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.470,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,327,000,  Roadway Improvement Cost: $1,363,000,  Total Project Cost: $3,689,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 55102,  Location: EXIT 38 OF I90 (Lat: 43.117028,  Lng: -76.218511),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1954,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 769 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,109 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: EXIT 38 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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 desirable criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,662,000,  Roadway Improvement Cost: $973,000,  Total Project Cost: $2,635,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5510219,  Location: .6 MI W JCT370<90I ON 90I (Lat: 43.117050,  Lng: -76.241283),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 26,036 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 37,556 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ONONDAGA PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.770,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,665,000,  Roadway Improvement Cost: $2,146,000,  Total Project Cost: $5,812,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521279,  Location: .1 MI W OF I90 EXIT 37 (Lat: 43.104161,  Lng: -76.185839),  Route carried "on" structure: Interstate 90,  Year Built: 2000,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 28,225 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 40,714 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ELEC PKWY CR 148 SB, ELE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.645,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 38.9m (127.6ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,932,000,  Roadway Improvement Cost: $2,303,000,  Total Project Cost: $6,234,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 100852,  Location: JCT OF RTS 11 + I-90 (Lat: 43.092175,  Lng: -76.148144),  Route carried "under" structure: Interstate 90,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 6,950 (year 1975),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 11
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 453.577,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 100853,  Location: JCT US 11 NB & I81 (Lat: 43.112578,  Lng: -76.145089),  Route carried "under" structure: US 11,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,889 (year 1999),  Features Intersected: RTE 11, SO BAY RD-CR208,  Facility Carried by Structure: RTE 936
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 3.556,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 100853,  Location: JCT US 11 NB & I81 (Lat: 43.112578,  Lng: -76.145089),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2021),  Features Intersected: RTE 11, SO BAY RD-CR208,  Facility Carried by Structure: RTE 936
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 102739,  Location: JCT OF I81 & SH 57 - RAMP (Lat: 43.078653,  Lng: -76.177814),  Route carried "under" structure: State highway 370,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 13,070 (year 1988),  Features Intersected: RTE 370, BIKE PATH,  Facility Carried by Structure: FROM CR137 TO I81
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.3m (207.7ft)

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Structure Number: 103164,  Location: 0.3 MI.SW JCT.81I & 90I (Lat: 43.089683,  Lng: -76.166772),  Route carried "under" structure: Interstate 81,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 34,971 (year 1999),  Features Intersected: RTE I81,  Facility Carried by Structure: SEVENTH NORTH ST.
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.400,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1031659,  Location: JCT I81 & I90 (Lat: 43.093122,  Lng: -76.163628),  Route carried "under" structure: Interstate 90,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 1981),  Features Intersected: 90x, RTE I90,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 133.080,  Lanes on structure: 8,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 103166,  Location: .2 MI NE JCT I81 & I90 (Lat: 43.094783,  Lng: -76.162092),  Route carried "under" structure: Interstate 81,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 70,370 (year 2000),  Features Intersected: 81I 81I33033013 NB, RTE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1031671,  Location: JCT I81 & US 11 (Lat: 43.111403,  Lng: -76.146153),  Route carried "under" structure: US 11,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18,889 (year 1999),  Features Intersected: 11 11 33033021, RTE 11,,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 3.379,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1031671,  Location: JCT I81 & US 11 (Lat: 43.111403,  Lng: -76.146153),  Route carried "under" structure: US ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 7,240 (year 1968),  Features Intersected: 11 11 33033021, RTE 11,,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.379,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1031672,  Location: JCT US 11 & I81 (Lat: 43.111206,  Lng: -76.146039),  Route carried "under" structure: US 11,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 18,889 (year 1999),  Features Intersected: 11 11 33033022, RTE 11,,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.379,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.2m (259.8ft)

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Structure Number: 1031672,  Location: JCT US 11 & I81 (Lat: 43.111206,  Lng: -76.146039),  Route carried "under" structure: US ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 7,240 (year 1968),  Features Intersected: 11 11 33033022, RTE 11,,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 3.379,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.2m (259.8ft)

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Structure Number: 1031681,  Location: .6 MI NE JCT RTS I-81 +11 (Lat: 43.115900,  Lng: -76.136067),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,971 (year 1999),  Features Intersected: 81I 81I33033033 SB, Rout,  Facility Carried by Structure: AIRPORT BLVD (WB)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1031682,  Location: .6 MI NE JCT RTS I-81 +11 (Lat: 43.115989,  Lng: -76.135858),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,971 (year 1999),  Features Intersected: Route 936A, 81I 81I33033,  Facility Carried by Structure: AIRPORT BLVD (EB)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 104687,  Location: JCT OF RTS 370 + I-90 (Lat: 43.118081,  Lng: -76.226514),  Route carried "under" structure: Interstate 90,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 1975),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 370
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 460.753,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 104983,  Location: JCT OF LEMOYNE + I-09 (Lat: 43.092117,  Lng: -76.145294),  Route carried "under" structure: Interstate 90,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 8,970 (year 2000),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: LEMOYNE AVE CR219
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 453.336,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 226661,  Location: JCT I81 & I90 - EXIT 36 (Lat: 43.092869,  Lng: -76.163544),  Route carried "under" structure: Interstate 90,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 1981),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: PED/BIKE PATH
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 454.832,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 226661,  Location: JCT I81 & I90 - EXIT 36 (Lat: 43.092869,  Lng: -76.163544),  Route carried "under" structure: Interstate ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: PED/BIKE PATH
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 454.832,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 320792,  Location: 1 MI N LIVERPOOL (Lat: 43.130114,  Lng: -76.236597),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,600 (year 1977),  Features Intersected: J.GLENNBLVDEBCR81,  Facility Carried by Structure: ELMCRESTSCHOOLPED
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 502741,  Location: 0.3MI E EXIT 38 OVER I90 (Lat: 43.115617,  Lng: -76.213306),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 9,300 (year 1975),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: CR57 OSWEGO ST
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 459.643,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 551014,  Location: AT EXIT 36 OF I90 (Lat: 43.094472,  Lng: -76.167853),  Route carried "under" structure: Interstate 90,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 1977),  Features Intersected: 90 IX EB, RTE I90,  Facility Carried by Structure: EXIT 36 RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 455.234,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 551015,  Location: .3MI W EXIT 36 ON I-90 (Lat: 43.095217,  Lng: -76.169789),  Route carried "under" structure: Interstate 90,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 1975),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: BUCKLEY RD CR 48
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 455.411,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 551016,  Location: RAMP BRIDGE EXIT 37 I90 (Lat: 43.102144,  Lng: -76.181311),  Route carried "under" structure: Interstate 90,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 34,767 (year 2015),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: EXIT 37 RAMP
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 456.618,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 551018,  Location: 2.1 MI NW JCT I90 & I81 (Lat: 43.109450,  Lng: -76.198522),  Route carried "under" structure: County highway ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 10,373 (year 2020),  Truck Traffic: 6%,  Features Intersected: VINE ST CR 51,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 55102,  Location: EXIT 38 OF I90 (Lat: 43.117028,  Lng: -76.218511),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 1975),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: EXIT 38 RAMP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 460.094,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 5510219,  Location: .6 MI W JCT370<90I ON 90I (Lat: 43.117050,  Lng: -76.241283),  Route carried "under" structure: ServiceOther road ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Features Intersected: ONONDAGA PARK RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 5521279,  Location: .1 MI W OF I90 EXIT 37 (Lat: 43.104161,  Lng: -76.185839),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 16,486 (year 2011),  Truck Traffic: 5%,  Features Intersected: ELEC PKWY CR 148 SB, ELE,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 1.126,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)