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

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Structure Number: 102169,  Location: 2.9MI NW JCT RTS I490+96 (Lat: 43.078789,  Lng: -77.485203),  Route carried "on" structure: State highway 31,  Year Built: 1954,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 24,258 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,372 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 490I490I43023058 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.316,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 78.9 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: Meets minimum limits,  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: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,548,000,  Roadway Improvement Cost: $2,078,000,  Total Project Cost: $5,626,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10217,  Location: 0.8MI W JCT RTE31+BARGE C (Lat: 43.078539,  Lng: -77.482881),  Route carried "on" structure: State highway 31,  Year Built: 1954,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 24,258 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,372 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.541,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,373,000,  Roadway Improvement Cost: $804,000,  Total Project Cost: $2,177,000 ( Estimate for 2021)

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Structure Number: 102212,  Location: 31F over Irondequoit Cree (Lat: 43.102289,  Lng: -77.470786),  Route carried "on" structure: Alternate State highway 31F,  Year Built: 1931,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 19,134 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,243 (year 2040),  Design Load: HS 20,  Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.167,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102217,  Location: 1.7MI E JCT RTE31F+250 (Lat: 43.093994,  Lng: -77.399875),  Route carried "on" structure: State highway 31F,  Year Built: 2018,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,391 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,334 (year 2040),  Design Load: HL 93,  Features Intersected: THOMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.134,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $615,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103518,  Location: 1.6 MI S JCT I490 & SH 31 (Lat: 43.058656,  Lng: -77.471158),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2013,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,583 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,592 (year 2040),  Design Load: HL 93,  Features Intersected: 490I490I43023074 WB, RTE,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,830,000,  Roadway Improvement Cost: $1,071,000,  Total Project Cost: $2,901,000 ( 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: 104347,  Location: 0.6 MI S JT RT 253 & 441 (Lat: 43.121156,  Lng: -77.476253),  Route carried "on" structure: State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 10,124 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,298 (year 2040),  Design Load: HS 20,  Features Intersected: IRONDEQUOIT CREEK,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,188,000,  Roadway Improvement Cost: $1,281,000,  Total Project Cost: $3,469,000 ( 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: 104896,  Location: .2 MI SE JCT I490E & SH31 (Lat: 43.076694,  Lng: -77.483781),  Route carried "on" structure: Interstate 490,  Year Built: 1955,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 37,298 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,870 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.799,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 84.2 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: 65.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,186,000,  Roadway Improvement Cost: $1,280,000,  Total Project Cost: $3,465,000 ( Estimate for 2021)

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Structure Number: 1048989,  Location: 1.5MI NW JCT I490 + 96 (Lat: 43.062203,  Lng: -77.471458),  Route carried "on" structure: Interstate 490,  Year Built: 1954,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 37,298 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,870 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KREAG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.794,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,182,000,  Roadway Improvement Cost: $1,863,000,  Total Project Cost: $5,045,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1052331,  Location: 1 MI NW JCT I490 & SH 96 (Lat: 43.052458,  Lng: -77.468869),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 20,745 (year 2003),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: GARNSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.952,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 37.3 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: 28.8 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,643,000,  Roadway Improvement Cost: $962,000,  Total Project Cost: $2,605,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1052332,  Location: 1 MI NW JCT I490 & SH 96 (Lat: 43.052311,  Lng: -77.469100),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 15,448 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,483 (year 2040),  Design Load: HS 20,  Features Intersected: GARNSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.968,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,622,000,  Roadway Improvement Cost: $950,000,  Total Project Cost: $2,571,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1052341,  Location: JCT I490 WEST & S.H.96 (Lat: 43.041558,  Lng: -77.462164),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 20,745 (year 2015),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: 96 96 43051010 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.272,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 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: 38.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,100,000,  Roadway Improvement Cost: $1,815,000,  Total Project Cost: $4,915,000 ( 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: 1052342,  Location: JCT RTS I490EAST + 96 (Lat: 43.041778,  Lng: -77.462564),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 15,448 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,483 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 96 96 43051010 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.272,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.0 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: 44.1 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,848,000,  Roadway Improvement Cost: $1,668,000,  Total Project Cost: $4,516,000 ( 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: 331725,  Location: 2 MI EAST OF FAIRPORT (Lat: 43.091542,  Lng: -77.402278),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,679 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,113 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: LYNDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 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: 69.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $722,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331783,  Location: 1 MI NW OF FAIRPORT (Lat: 43.105475,  Lng: -77.457339),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,902 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,063 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: O'CONNOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.6 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: 56.1 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: 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $239,000,  Total Project Cost: $646,000 ( 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: 331784,  Location: 1.5 MI NW OF FAIRPORT (Lat: 43.108078,  Lng: -77.463881),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 8,388 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,378 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: BAIRD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 83.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $1,269,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331785,  Location: 1.5 MI W INT I490 & SH 96 (Lat: 43.039600,  Lng: -77.480422),  Route carried "on" structure: County highway ,  Year Built: 1949,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 799 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,119 (year 2037),  Design Load: HS 20,  Features Intersected: IRONDEQUOIT CREEK,  Facility Carried by Structure: WOOLSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $569,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $902,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331786,  Location: 4.5 MI S OF E. ROCHESTER (Lat: 43.047981,  Lng: -77.484094),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,185 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,459 (year 2037),  Design Load: HL 93,  Features Intersected: IRONDEQUOIT CREEK,  Facility Carried by Structure: Park Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Operating Rating: 80.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $428,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $678,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 337036,  Location: .5 mi W. Howell Rd (Lat: 43.108508,  Lng: -77.404725),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,971 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,542 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Thomas Creek,  Facility Carried by Structure: CR17 WHITNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.742,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 76.9 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: 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: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $249,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 444301,  Location: 2.4 MI E JCT CANL & SH250 (Lat: 43.087397,  Lng: -77.401506),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 19.23m (63.09ft),  Average Daily Traffic: 6,679 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,113 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PED/REC TRAIL, CSX TRANS,  Facility Carried by Structure: LYNDON ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 60.5m (198.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 95.8 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.23m (63.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $16,821,000,  Roadway Improvement Cost: $9,851,000,  Total Project Cost: $26,672,000 ( 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: 444305,  Location: 1.1MI NE JCT BARGE C&I490 (Lat: 43.079086,  Lng: -77.460892),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 12,038 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,623 (year 2040),  Design Load: HS 20,  Features Intersected: canal way trail, ERIE CA,  Facility Carried by Structure: AYRAULT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,479,000,  Roadway Improvement Cost: $1,452,000,  Total Project Cost: $3,931,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 444306,  Location: 0.3MI W JCT BARGE C+I490 (Lat: 43.062494,  Lng: -77.477564),  Route carried "on" structure: County highway ,  Year Built: 1912,  Year Reconstructed: 2018,  Status: Posted for load-capacity,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 2,660 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,291 (year 2040),  Design Load: HS 20,  Features Intersected: Canal Trailway, ERIE CAN,  Facility Carried by Structure: MARSH ROAD
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.4 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $1,943,000,  Roadway Improvement Cost: $1,138,000,  Total Project Cost: $3,080,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 444326,  Location: JCT SH31 & BGE CNL/FAIRPT (Lat: 43.074553,  Lng: -77.464056),  Route carried "on" structure: State highway 31,  Year Built: 2002,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 20,205 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,299 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Bicycle pedestrian path,
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 51.118,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $9,650,000,  Roadway Improvement Cost: $5,651,000,  Total Project Cost: $15,302,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4443429,  Location: JCT C+I490 PERINTON (Lat: 43.064136,  Lng: -77.471850),  Route carried "on" structure: Interstate 490,  Year Built: 1955,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 37,298 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,870 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CANALWAY TRAIL, ERIE CAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.536,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 33 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.85m (38.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,285,000,  Roadway Improvement Cost: $4,266,000,  Total Project Cost: $11,552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other Coated Reinforcing

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Structure Number: 102169,  Location: 2.9MI NW JCT RTS I490+96 (Lat: 43.078789,  Lng: -77.485203),  Route carried "under" structure: Interstate 490,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 1971),  Features Intersected: 490I490I43023058 WB, RTE,  Facility Carried by Structure: RTE 31
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 9.380,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 103518,  Location: 1.6 MI S JCT I490 & SH 31 (Lat: 43.058656,  Lng: -77.471158),  Route carried "under" structure: Interstate 490,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 27,900 (year 1972),  Features Intersected: 490I490I43023074 WB, RTE,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 16.412,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1048989,  Location: 1.5MI NW JCT I490 + 96 (Lat: 43.062203,  Lng: -77.471458),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 8,455 (year 2020),  Truck Traffic: 2%,  Features Intersected: KREAG ROAD,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1052331,  Location: 1 MI NW JCT I490 & SH 96 (Lat: 43.052458,  Lng: -77.468869),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,017 (year 2019),  Truck Traffic: 1%,  Features Intersected: GARNSEY ROAD,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 1052332,  Location: 1 MI NW JCT I490 & SH 96 (Lat: 43.052311,  Lng: -77.469100),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,017 (year 2019),  Truck Traffic: 1%,  Features Intersected: GARNSEY ROAD,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 1052341,  Location: JCT I490 WEST & S.H.96 (Lat: 43.041558,  Lng: -77.462164),  Route carried "under" structure: State highway 96,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,364 (year 1999),  Features Intersected: 96 96 43051010 SB, RTE,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.593,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1052342,  Location: JCT RTS I490EAST + 96 (Lat: 43.041778,  Lng: -77.462564),  Route carried "under" structure: State highway 96,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,364 (year 1999),  Features Intersected: 96 96 43051010 SB, RTE,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.593,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 702213,  Location: .5 MI W JCT RT 31F & CANL (Lat: 43.102089,  Lng: -77.464989),  Route carried "under" structure: Alternate State highway 31F,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 19,889 (year 1999),  Features Intersected: RTE 31F,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 4.714,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 770683,  Location: 0.5 MI S OF E. ROCHESTER (Lat: 43.099083,  Lng: -77.483353),  Route carried "under" structure: County highway ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 9,228 (year 2019),  Truck Traffic: 3%,  Features Intersected: MARSH ROAD CR 38,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.03m (13.22ft),  Kilometerpoint: 5.117,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.6m (34.8ft)