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

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Structure Number: 10014,  Location: .4 MI NE JCT SH 5 & SH 75 (Lat: 42.777483,  Lng: -78.857303),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 32,870 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,024 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: B LINE - S.H.75 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.148,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,632,000,  Roadway Improvement Cost: $2,127,000,  Total Project Cost: $5,758,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1001429,  Location: 0.2 MI S JCT RTS 5 & 179 (Lat: 42.788978,  Lng: -78.847186),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 29,418 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,556 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 179
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.821,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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 minimum criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,897,000,  Roadway Improvement Cost: $3,453,000,  Total Project Cost: $9,350,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1001439,  Location: JCT RTS 5 & 179 (Lat: 42.791264,  Lng: -78.847019),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 29,418 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,556 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 179
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.079,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.9 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: 30.1 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 minimum criteria,  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: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,959,000,  Roadway Improvement Cost: $3,489,000,  Total Project Cost: $9,448,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1001449,  Location: 0.2 MI N JCT RTS 5 & 179 (Lat: 42.793486,  Lng: -78.846889),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 29,418 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,556 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.336,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 75.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $451,000,  Total Project Cost: $1,221,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101546,  Location: 0.3 MI NE JCT RTS 20 + 62 (Lat: 42.765536,  Lng: -78.820558),  Route carried "on" structure: US 20,  Year Built: 2009,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,431 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,522 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.325,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum 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: November 2021,  Bridge Improvement Cost: $2,143,000,  Roadway Improvement Cost: $1,255,000,  Total Project Cost: $3,398,000 ( 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: 101548,  Location: JCT RTS 20 +I-90 (Lat: 42.767058,  Lng: -78.817489),  Route carried "on" structure: US 20,  Year Built: 2009,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 19,431 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,522 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90I (EB), RUSH CREEK
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 32.614,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $690,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $1,094,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 102823,  Location: JCT RT 62 + I-90 (Lat: 42.759967,  Lng: -78.824397),  Route carried "on" structure: US 62,  Year Built: 1956,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 11,190 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,242 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90 IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.586,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 45.7 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: 35.0 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $8,130,000,  Roadway Improvement Cost: $4,761,000,  Total Project Cost: $12,891,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102825,  Location: 1 MI N JCT US 62 & SH 179 (Lat: 42.802928,  Lng: -78.823964),  Route carried "on" structure: US 62,  Year Built: 1987,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 10,828 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,878 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.381,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,270,000,  Roadway Improvement Cost: $1,330,000,  Total Project Cost: $3,600,000 ( 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: 1039449,  Location: 0.9 MI E JCT RTS 179 + 5 (Lat: 42.789797,  Lng: -78.836533),  Route carried "on" structure: State highway 179,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 27.37m (89.80ft),  Average Daily Traffic: 19,307 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,397 (year 2040),  Features Intersected: JEFFERY BLVD, FORD CO AC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.5 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: 23.7 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.37m (89.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $18,150,000,  Roadway Improvement Cost: $10,629,000,  Total Project Cost: $28,779,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103946,  Location: 0.3 MI W JCT RTS 179 + 62 (Lat: 42.789144,  Lng: -78.829075),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 268 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 375 (year 2040),  Design Load: HS 20,  Features Intersected: 179 179 53011009, RTE 17,  Facility Carried by Structure: ELECTRIC AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.2m (72.8ft),  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: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.9 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: 56.7 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,136,000,  Roadway Improvement Cost: $1,251,000,  Total Project Cost: $3,387,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105065,  Location: 0.6 MI W JCT RTS 20A + 20 (Lat: 42.771589,  Lng: -78.821947),  Route carried "on" structure: Alternate State highway 951E,  Year Built: 1948,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,641 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,900 (year 2040),  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $410,000,  Total Project Cost: $1,109,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105066,  Location: 0.3 MI W JCT RTS 20A + 20 (Lat: 42.770783,  Lng: -78.816636),  Route carried "on" structure: State highway 951E,  Year Built: 1958,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 4,641 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.74m (28.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,519,000,  Roadway Improvement Cost: $2,647,000,  Total Project Cost: $7,166,000 ( 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: 106303,  Location: 0.3 MI NE JCT RTS 5 + 75 (Lat: 42.777194,  Lng: -78.859283),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17,446 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,527 (year 2040),  Features Intersected: FOSTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.083,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 74.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $391,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106304,  Location: 0.3 MI NE JCT RTS 5 + 75 (Lat: 42.776867,  Lng: -78.858972),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17,446 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,527 (year 2040),  Features Intersected: FOSTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.083,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 74.5 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $391,000 ( Estimate for 2021)

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Structure Number: 106305,  Location: 0.3 MI NE JCT RTS 5 + 75 (Lat: 42.775997,  Lng: -78.858617),  Route carried "on" structure: Ramp State highway 75,  Year Built: 2002,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 15,827 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,901 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOSTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.725,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $533,000,  Total Project Cost: $1,442,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 106306,  Location: 0.3M NE JCT RTS 5 & 75 (Lat: 42.775203,  Lng: -78.858267),  Route carried "on" structure: Ramp State highway 75,  Year Built: 1994,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,827 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,901 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOSTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $393,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 226083,  Location: 0.8 MI SW OF BLASDELL (Lat: 42.788542,  Lng: -78.834583),  Route carried "on" structure: ServiceOther road ,  Year Built: 1992,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,249 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,149 (year 2037),  Design Load: HS 20,  Features Intersected: RUSH CREEK,  Facility Carried by Structure: JEFFREY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 78.4 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $778,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 332757,  Location: 0,5 MI SOUTH OF ROUTE 20 (Lat: 42.762022,  Lng: -78.811822),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,047 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,385 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RUSH CREEK,  Facility Carried by Structure: MCKINLEY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 97.2 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: 81.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $991,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 332771,  Location: .75 MI. SE OF WOODLAWN (Lat: 42.790247,  Lng: -78.837031),  Route carried "on" structure: Other road ,  Year Built: 1923,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 89 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 125 (year 2036),  Features Intersected: RUSH CREEK,  Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $796,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5015471,  Location: JCT US 20 & I90 (Lat: 42.766678,  Lng: -78.818283),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 18,160 (year 2014),  Truck Traffic: 19%,  Features Intersected: RTE 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 698.805,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.0 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: 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: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,731,000,  Roadway Improvement Cost: $3,356,000,  Total Project Cost: $9,087,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5015472,  Location: JCT US 20 & I90 (Lat: 42.766994,  Lng: -78.817653),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 11,677 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,086 (year 2040),  Features Intersected: RTE 20, RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.470,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,508,000,  Roadway Improvement Cost: $3,226,000,  Total Project Cost: $8,734,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5512481,  Location: 1.7 MI NE OF INT 57 (Lat: 42.764539,  Lng: -78.819600),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 18,160 (year 2014),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: BUFFALO SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 699.094,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,874,000,  Roadway Improvement Cost: $1,683,000,  Total Project Cost: $4,557,000 ( 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: 5512482,  Location: 1.7 MI NE OF INT 57 (Lat: 42.764231,  Lng: -78.819300),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 11,677 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,086 (year 2040),  Design Load: HS 20,  Features Intersected: BUFFALO SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.164,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,874,000,  Roadway Improvement Cost: $1,683,000,  Total Project Cost: $4,557,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551249,  Location: MILE STRIP ROAD, RT. 179 (Lat: 42.789819,  Lng: -78.816592),  Route carried "on" structure: State highway 179,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 23,222 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,331 (year 2040),  Design Load: HS 20,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,179,000,  Roadway Improvement Cost: $4,204,000,  Total Project Cost: $11,383,000 ( 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: 55125,  Location: 3.8 MI NORTH OF INT 57 (Lat: 42.793767,  Lng: -78.816439),  Route carried "on" structure: Ramp Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 846 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 948 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: 90IX EXIT 56 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,454,000,  Roadway Improvement Cost: $2,608,000,  Total Project Cost: $7,063,000 ( 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: 551251,  Location: 4.0 MI NORTH OF INT 57 (Lat: 42.797011,  Lng: -78.816306),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 9,670 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,211 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: CR 200 LAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,405,000,  Roadway Improvement Cost: $2,580,000,  Total Project Cost: $6,985,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551252,  Location: 1.9 MI NORTH OF INT 57 (Lat: 42.767331,  Lng: -78.818019),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 23,354 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,172 (year 2040),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $457,000,  Total Project Cost: $1,238,000 ( Estimate for 2021)

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Structure Number: 10014,  Location: .4 MI NE JCT SH 5 & SH 75 (Lat: 42.777483,  Lng: -78.857303),  Route carried "under" structure: State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 16,200 (year 1974),  Features Intersected: B LINE - S.H.75 S,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 34.191,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 1001429,  Location: 0.2 MI S JCT RTS 5 & 179 (Lat: 42.788978,  Lng: -78.847186),  Route carried "under" structure: State highway 179,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 1973),  Features Intersected: RTE 179,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 16.154,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 1001439,  Location: JCT RTS 5 & 179 (Lat: 42.791264,  Lng: -78.847019),  Route carried "under" structure: State highway 179,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 1973),  Features Intersected: RTE 179,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 16.219,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 100145,  Location: 0.2 MI N JCT RTS 5 + 179 (Lat: 42.793567,  Lng: -78.846886),  Route carried "under" structure: State highway 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 39,669 (year 1998),  Features Intersected: 5 5 53021213, PEDESTRI,  Facility Carried by Structure: PEDESTRIAN NORTH
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 34.368,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 100145,  Location: 0.2 MI N JCT RTS 5 + 179 (Lat: 42.793567,  Lng: -78.846886),  Route carried "under" structure: State highway ,  Year Built: 1962,  Structure Length: 0. m,  Features Intersected: 5 5 53021213, PEDESTRI,  Facility Carried by Structure: PEDESTRIAN NORTH
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 34.368,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 102823,  Location: JCT RT 62 + I-90 (Lat: 42.759967,  Lng: -78.824397),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 20,700 (year 1978),  Features Intersected: 90 IX EB, RTE I90,  Facility Carried by Structure: RTE 62
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 699.674,  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: 27.4m (89.9ft)

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Structure Number: 1039449,  Location: 0.9 MI E JCT RTS 179 + 5 (Lat: 42.789797,  Lng: -78.836533),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2021),  Features Intersected: JEFFERY BLVD, FORD CO AC,  Facility Carried by Structure: RTE 179
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

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Structure Number: 103946,  Location: 0.3 MI W JCT RTS 179 + 62 (Lat: 42.789144,  Lng: -78.829075),  Route carried "under" structure: State highway 179,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,391 (year 2002),  Features Intersected: 179 179 53011009, RTE 17,  Facility Carried by Structure: ELECTRIC AVE.
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 105066,  Location: 0.3 MI W JCT RTS 20A + 20 (Lat: 42.770783,  Lng: -78.816636),  Route carried "under" structure: Interstate 90,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 1973),  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 951E
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 698.354,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 5015471,  Location: JCT US 20 & I90 (Lat: 42.766678,  Lng: -78.818283),  Route carried "under" structure: US 20,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 21,787 (year 1999),  Features Intersected: RTE 20,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 32.695,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 5015472,  Location: JCT US 20 & I90 (Lat: 42.766994,  Lng: -78.817653),  Route carried "under" structure: US 20,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 21,787 (year 1999),  Features Intersected: RTE 20, RUSH CREEK,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 32.840,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 551249,  Location: MILE STRIP ROAD, RT. 179 (Lat: 42.789819,  Lng: -78.816592),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 179
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 696.230,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 55125,  Location: 3.8 MI NORTH OF INT 57 (Lat: 42.793767,  Lng: -78.816439),  Route carried "under" structure: Interstate 90,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 9,072 (year 1977),  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 695.812,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 551251,  Location: 4.0 MI NORTH OF INT 57 (Lat: 42.797011,  Lng: -78.816306),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 25,200 (year 1977),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: CR 200 LAKE AVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 695.442,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 702824,  Location: 0.6 MI N JCT RT 62 & I-90 (Lat: 42.769711,  Lng: -78.823994),  Route carried "under" structure: US 62,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 16,484 (year 1999),  Features Intersected: RTE 62,  Facility Carried by Structure: BUFFALO SOUTHERN
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 38.648,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 703945,  Location: 1.2 MI E JCT RTS 179 + 5 (Lat: 42.789267,  Lng: -78.830522),  Route carried "under" structure: State highway 179,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 25,083 (year 2002),  Features Intersected: RTE 179,  Facility Carried by Structure: BUFFALO SOUTHERN
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.931,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7050631,  Location: .6 MI E OF ATHOL SPRINGS (Lat: 42.772103,  Lng: -78.854089),  Route carried "under" structure: County highway ,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 5,070 (year 1974),  Features Intersected: BIG TREE RD-CR576,  Facility Carried by Structure: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.499,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 7050632,  Location: .6 MI E OF ATHOL SPRINGS (Lat: 42.772100,  Lng: -78.854047),  Route carried "under" structure: County highway ,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 5,070 (year 1974),  Features Intersected: BIG TREE RD-CR576,  Facility Carried by Structure: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.499,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 7050633,  Location: .6 MI E OF ATHOL SPRINGS (Lat: 42.772103,  Lng: -78.853978),  Route carried "under" structure: County highway ,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 5,070 (year 1974),  Features Intersected: BIG TREE RD-CR576,  Facility Carried by Structure: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.499,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 7050634,  Location: .6 MI E OF ATHOL SPRINGS (Lat: 42.772106,  Lng: -78.853886),  Route carried "under" structure: County highway ,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 5,070 (year 1974),  Features Intersected: BIG TREE RD-CR576,  Facility Carried by Structure: CSX TRANS SERV RD
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.499,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 705064,  Location: 0.6 MI E ATHOL SPRINGS (Lat: 42.772103,  Lng: -78.853197),  Route carried "under" structure: County highway ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 5,070 (year 1974),  Features Intersected: BIG TREE RD CR576,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.563,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 7708622,  Location: 0.5 MI. NW OF BLASDELL (Lat: 42.802697,  Lng: -78.828919),  Route carried "under" structure: County highway ,  Year Built: 1897,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 2021),  Features Intersected: ELECTRIC AV-CR512,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 770863,  Location: 0.5 MI.W OF BLASDELL (Lat: 42.797711,  Lng: -78.834606),  Route carried "under" structure: County highway ,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 6,625 (year 1978),  Features Intersected: LAKE AVE CR 25,  Facility Carried by Structure: SOUTH BUFFALO
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.0m (55.8ft)