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

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Structure Number: 336165,  Location: ONTARIO BEACH (Lat: 43.269317,  Lng: -77.626503),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,667 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,062 (year 2040),  Design Load: HS 20,  Features Intersected: Slater Creek,  Facility Carried by Structure: Beach Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $1,080,000,  Roadway Improvement Cost: $632,000,  Total Project Cost: $1,712,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 336818,  Location: RTE 204 @ AIRPORT (Lat: 43.130739,  Lng: -77.672889),  Route carried "on" structure: Ramp Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 4.57m (14.99ft),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: RTE 204,  Facility Carried by Structure: AIRPORT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,990,000,  Roadway Improvement Cost: $1,165,000,  Total Project Cost: $3,155,000 ( 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: 336845,  Location: 1 MI W JCT I390 & SH 204 (Lat: 43.128033,  Lng: -77.665131),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 42.55m (139.60ft),  Average Daily Traffic: 2,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,940 (year 2039),  Design Load: HS 20,  Features Intersected: ARRIVAL ROADWAY,  Facility Carried by Structure: DEPARTURE VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 14,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 6.9m (22.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.3 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,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 42.55m (139.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $23,212,000,  Roadway Improvement Cost: $13,593,000,  Total Project Cost: $36,805,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 402589,  Location: JCT RTE 47+GEN R ROCH (Lat: 43.124364,  Lng: -77.633164),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 15,471 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,543 (year 2040),  Features Intersected: GENESEE RIVER,  Facility Carried by Structure: ELMWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 28.3m (92.8ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.53m (44.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $8,334,000,  Roadway Improvement Cost: $4,880,000,  Total Project Cost: $13,214,000 ( 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: 4050129,  Location: JCT INNER LOOP+GENESEE R (Lat: 43.151189,  Lng: -77.609817),  Route carried "on" structure: Interstate 490,  Year Built: 2006,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 56,409 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 78,447 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Genesee River
Minimum Vertical Clearance: 8.25m (27.07ft),  Kilometerpoint: 34.610,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 25.0m (82.0ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 132.0m (433.1ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $27,884,000,  Roadway Improvement Cost: $16,329,000,  Total Project Cost: $44,212,000 ( 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: 4070541,  Location: JCT RTE I390 & GENESEE R (Lat: 43.120758,  Lng: -77.643586),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 62.61m (205.41ft),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: GENESEE RIVER, RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.133,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 131.0m (429.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.6 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: Equal to 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: 62.60m (205.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $96,662,000,  Roadway Improvement Cost: $56,605,000,  Total Project Cost: $153,266,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4070542,  Location: JCT RTE I390 & GENESEE R (Lat: 43.120636,  Lng: -77.643894),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 63.89m (209.61ft),  Average Daily Traffic: 37,863 (year 2008),  Truck Traffic: 7%,  Design Load: HS 20+Mod,  Features Intersected: HAWTHORNE DRIVE, GENESEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.213,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 131.0m (429.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.88m (209.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $98,659,000,  Roadway Improvement Cost: $57,774,000,  Total Project Cost: $156,433,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4318,  Location: .2 MI SE JCT I390&GEN RVR (Lat: 43.119169,  Lng: -77.640058),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 3.14m (10.30ft),  Truck Traffic: 10%,  Design Load: HS 15,  Features Intersected: RED CREEK,  Facility Carried by Structure: GENESEE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 91.0 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: 46.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $588,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $933,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 444335,  Location: JCT BARGE CANAL & RTE 33 (Lat: 43.149969,  Lng: -77.671628),  Route carried "on" structure: State highway 33,  Year Built: 1994,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 8,973 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,900 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.671,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  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: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Inventory Rating: 60.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,607,000,  Roadway Improvement Cost: $1,527,000,  Total Project Cost: $4,134,000 ( 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: 44438,  Location: CITY OF ROCHESTER (Lat: 43.142372,  Lng: -77.615581),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 16,517 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,594 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GENESEE RIVER,  Facility Carried by Structure: FORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 117.9m (386.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 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: 31.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.08m (46.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $8,392,000,  Roadway Improvement Cost: $4,914,000,  Total Project Cost: $13,307,000 ( 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: 444382,  Location: MAIN DR. (PARK) OVR CANAL (Lat: 43.118019,  Lng: -77.636503),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 1,095 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,533 (year 2040),  Design Load: HS 20,  Features Intersected: 390I390I43012001 NB, Can,  Facility Carried by Structure: MOORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.3m (201.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,989,000,  Roadway Improvement Cost: $1,750,000,  Total Project Cost: $4,739,000 ( 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: 101482,  Location: 2.3MI E JCT RTS 104 & 47 (Lat: 43.199117,  Lng: -77.635886),  Route carried "under" structure: ServiceOther road ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2021),  Features Intersected: KODAK PARK RR, KODAK IND,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 101483,  Location: JCT RTE 104 + GENESEE R (Lat: 43.192486,  Lng: -77.620153),  Route carried "under" structure: Other road ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 5,562 (year 2015),  Features Intersected: GENESEE RIVER, BRIDGE VI,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 91.4m (299.9ft)

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Structure Number: 102164,  Location: JCT S.H.31 & I490 (Lat: 43.142278,  Lng: -77.586217),  Route carried "under" structure: Interstate 490,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 113,671 (year 2002),  Features Intersected: 490I490I43022049 EB, RTE,  Facility Carried by Structure: RTE 31
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 2.237,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 102598,  Location: .5MI S OF JCT 590I & 490I (Lat: 43.137042,  Lng: -77.552997),  Route carried "under" structure: Interstate 590,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 88,614 (year 2009),  Features Intersected: 590I590I43012000 NB, RTE,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 102606,  Location: 0.6MI N JCT ROL+RTE286 (Lat: 43.165839,  Lng: -77.538894),  Route carried "under" structure: State highway 590,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 98,500 (year 2012),  Features Intersected: 590 590 43012006 NB, RTE,  Facility Carried by Structure: TRYON PARK
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 103597,  Location: INTERSEC RTS 390 & LOSP (Lat: 43.269528,  Lng: -77.663894),  Route carried "under" structure: Other road 947A,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 16,556 (year 2002),  Features Intersected: 947A947A43021197 WB, RTE,  Facility Carried by Structure: RTE 390
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 31.826,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 1035999,  Location: 6.1MI E JCT LOSP+RTE 261 (Lat: 43.261633,  Lng: -77.646731),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,776 (year 2015),  Features Intersected: DEWEY AVE CR 132,  Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 103601,  Location: 2.0MI E JCT LOSP+NY 390 (Lat: 43.255678,  Lng: -77.628317),  Route carried "under" structure: Interstate 947A,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,976 (year 2002),  Features Intersected: 947A947A43011218 WB, RTE,  Facility Carried by Structure: GREENLEAF ROAD
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 35.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 1036469,  Location: 3.5MI E Jct Rts 104+386 (Lat: 43.204228,  Lng: -77.659106),  Route carried "under" structure: State highway 940K,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 17,597 (year 2002),  Features Intersected: 940K 940K43011036 NB, RT,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 5.857,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 1048729,  Location: JCT I490 & MT READ BLVD (Lat: 43.157214,  Lng: -77.659417),  Route carried "under" structure: State highway 940K,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 15,025 (year 2002),  Features Intersected: 940K940K43011004, Ramp t,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.611,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: 104876,  Location: 0.5MI W JCT GOODMAN& I490 (Lat: 43.146356,  Lng: -77.601031),  Route carried "under" structure: Interstate 490,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 119,626 (year 2002),  Features Intersected: 490I490I43022040 WB, RTE,  Facility Carried by Structure: ALEXANDER STREET
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 104877,  Location: JCT I490 EAST + AVERILL (Lat: 43.145169,  Lng: -77.600081),  Route carried "under" structure: Interstate 490,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 119,626 (year 2002),  Features Intersected: 490I490I43022040 WB, RTE,  Facility Carried by Structure: AVERILL AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 6.597,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 104878,  Location: JCT I490 EAST +MEIGS ST (Lat: 43.142597,  Lng: -77.597456),  Route carried "under" structure: Interstate 490,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 79,368 (year 2002),  Features Intersected: 490I490I43022040 WB, RTE,  Facility Carried by Structure: MEIGS STREET
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 2.912,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 104879,  Location: JCT I490 EAST + GOODMAN (Lat: 43.141811,  Lng: -77.594783),  Route carried "under" structure: Interstate 490,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 113,671 (year 2002),  Features Intersected: 490I490I43022045 WB, RTE,  Facility Carried by Structure: SOUTH GOODMAN ST
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.241,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 10488,  Location: 2.2MI W JCT I490EAST+441 (Lat: 43.143133,  Lng: -77.575275),  Route carried "under" structure: Interstate 490,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 86,110 (year 2005),  Features Intersected: 490I490I43022055 WB, RTE,  Facility Carried by Structure: CULVER ROAD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.885,  Lanes on structure: 3,  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: 104881,  Location: 2.3 MI W JCT I490 & SH441 (Lat: 43.144608,  Lng: -77.563014),  Route carried "under" structure: Interstate ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: 490I490I43022061WB, RTE,  Facility Carried by Structure: COLBY ST PEDESTRN
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.135,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 104881,  Location: 2.3 MI W JCT I490 & SH441 (Lat: 43.144608,  Lng: -77.563014),  Route carried "under" structure: Interstate 490,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 79,368 (year 2002),  Features Intersected: 490I490I43022061WB, RTE,  Facility Carried by Structure: COLBY ST PEDESTRN
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 4.135,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 1048829,  Location: 1.2MI.W.JCT 490I & 441 (Lat: 43.144581,  Lng: -77.555778),  Route carried "under" structure: Interstate 490,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 88,020 (year 2009),  Features Intersected: 490I490I43022065 WB, RTE,  Facility Carried by Structure: SOUTH WINTON ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 10.459,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 104977,  Location: 0.7MI S JCT MT READ + 104 (Lat: 43.193911,  Lng: -77.659275),  Route carried "under" structure: State highway 940K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 16,577 (year 2002),  Features Intersected: 940K940K43011029 SB, RTE,  Facility Carried by Structure: RIDGEWAY AVENUE
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 4.763,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1049789,  Location: .5 MI S JCT MT READ&SH104 (Lat: 43.198094,  Lng: -77.659267),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2021),  Features Intersected: KODAK RAILROAD, KODAK SE,  Facility Carried by Structure: RTE 940K
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 105006,  Location: JCT OF NORTH ST&I.L. (Lat: 43.162222,  Lng: -77.602469),  Route carried "under" structure: State highway 940T,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,003 (year 2002),  Features Intersected: 940T940T43011011, RTE 94,  Facility Carried by Structure: NORTH STREET
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 105007,  Location: 1ST BR.E JCT CLINTON&I.L. (Lat: 43.161500,  Lng: -77.607519),  Route carried "under" structure: State highway 940T,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,003 (year 2002),  Features Intersected: 940T940T43011008 WB, RTE,  Facility Carried by Structure: JOSEPH AVENUE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.129,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 105008,  Location: JCT N. CLINTON AVE & I.L. (Lat: 43.161561,  Lng: -77.608228),  Route carried "under" structure: State highway 940T,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,860 (year 2002),  Features Intersected: 940T940T43011007 WB, RTE,  Facility Carried by Structure: N CLINTON AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1050099,  Location: JCT OF ST PAUL ST&I.L. (Lat: 43.161517,  Lng: -77.610617),  Route carried "under" structure: State highway 940T,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 31,012 (year 2014),  Features Intersected: 940T940T43011006, RTE 94,  Facility Carried by Structure: ST PAUL STREET
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.692,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 1050119,  Location: JCT OF I.L.& STATE ST. (Lat: 43.158658,  Lng: -77.615731),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 13,986 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE STREET,  Facility Carried by Structure: RTE 940T
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1050121,  Location: WB&Ramp LA over South Ave (Lat: 43.151075,  Lng: -77.607444),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 7,858 (year 1987),  Features Intersected: Ramp Z, South Ave.,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1050122,  Location: I 490 EB over South Avenu (Lat: 43.150894,  Lng: -77.607392),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,309 (year 2015),  Features Intersected: Ramp Z, South Ave,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 105012A,  Location: INNER LOOP RAMP TO I490EB (Lat: 43.150589,  Lng: -77.607169),  Route carried "under" structure: Interstate ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1981),  Features Intersected: Genesee Riverway Trail,,  Facility Carried by Structure: RAMPS LE AND LS
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 5.487,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: 105012B,  Location: LA RAMP I490WB TO I490EB (Lat: 43.151872,  Lng: -77.607617),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Features Intersected: RAMPZ TO I490EB, J & S M,  Facility Carried by Structure: RTE 940
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1050139,  Location: RAMP FROM IL TO ACCESS RD (Lat: 43.151094,  Lng: -77.604539),  Route carried "under" structure: State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 1976),  Features Intersected: RAMP LB,  Facility Carried by Structure: RTE 940T
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 105016,  Location: JCT E MAIN ST & I.L. (Lat: 43.159508,  Lng: -77.595733),  Route carried "under" structure: State highway 940T,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 1976),  Features Intersected: 940T940T43011015, RTE 94,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 4.280,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 105017,  Location: .3 MI E JCT NORTH ST & IL (Lat: 43.161314,  Lng: -77.597653),  Route carried "under" structure: State highway 940T,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 1976),  Features Intersected: 940T940T43011013 WB, RTE,  Facility Carried by Structure: SCIO STREET
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 105213,  Location: INT LOSP+RTE 237 (Lat: 43.191464,  Lng: -77.618014),  Route carried "under" structure: State highway 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 64,000 (year 2002),  Features Intersected: 104 104 43032025 WB, RTE,  Facility Carried by Structure: ST PAUL STREET
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.894,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 105216,  Location: 0.4MI E JCT104+GENESEE R (Lat: 43.191319,  Lng: -77.612856),  Route carried "under" structure: State highway 104,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 66,527 (year 2002),  Features Intersected: 104 104 43032027 WB, RTE,  Facility Carried by Structure: CLINTON AVENUE
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 4.312,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 105217,  Location: 0.6MI E JCT104+GENESEE R (Lat: 43.191400,  Lng: -77.608675),  Route carried "under" structure: State highway 104,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 66,527 (year 2002),  Features Intersected: 104 104 43032029 WB, RTE,  Facility Carried by Structure: SENECA AVENUE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 4.650,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 1052189,  Location: 1.0MI E JCT104+GENESEE R (Lat: 43.191914,  Lng: -77.599881),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,372 (year 2019),  Truck Traffic: 1%,  Features Intersected: HUDSON AVENUE,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 3.073,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1052191,  Location: 1.4MI E JCT104+GENESEE R (Lat: 43.193508,  Lng: -77.592203),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,162 (year 2018),  Truck Traffic: 2%,  Features Intersected: CARTER STREET,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1052192,  Location: 1.4MI E JCT104+GENESEE R (Lat: 43.193306,  Lng: -77.592194),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,162 (year 2018),  Truck Traffic: 2%,  Features Intersected: CARTER STREET,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.947,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1052221,  Location: 3.0MI E JCT104+GENESEE R (Lat: 43.196039,  Lng: -77.561386),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,388 (year 2019),  Truck Traffic: 3%,  Features Intersected: CULVER ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.853,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1052222,  Location: 3.0MI E JCT104+GENESEE R (Lat: 43.195828,  Lng: -77.561378),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,388 (year 2019),  Truck Traffic: 3%,  Features Intersected: CULVER ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1062349,  Location: 2.7MI E JCT ROL+I490 WEST (Lat: 43.157258,  Lng: -77.626364),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,108 (year 2019),  Truck Traffic: 3%,  Features Intersected: BROWN STREET,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.981,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1062359,  Location: JCT I490EAST + RTE 31 (Lat: 43.157631,  Lng: -77.624686),  Route carried "under" structure: State highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,515 (year 2013),  Features Intersected: RTE 31X BROAD ST, Roches,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 4.553,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1062361,  Location: .3 MI W JCT I490 & W MAIN (Lat: 43.157342,  Lng: -77.622558),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,762 (year 2020),  Truck Traffic: 3%,  Features Intersected: PLATT STREET,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1062362,  Location: .3 MI W JCT I490 & W MAIN (Lat: 43.157139,  Lng: -77.622733),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,762 (year 2020),  Truck Traffic: 3%,  Features Intersected: PLATT STREET,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1062389,  Location: 1.3MI E JCT RTS I490+ROL (Lat: 43.156992,  Lng: -77.654128),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,048 (year 2020),  Truck Traffic: 5%,  Features Intersected: GLIDE STREET,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10624,  Location: 1.9MI E JCT RTS I490+ROL (Lat: 43.157047,  Lng: -77.643964),  Route carried "under" structure: Interstate 490,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 106,370 (year 2002),  Features Intersected: 490I490I43022015 WB, RTE,  Facility Carried by Structure: AMES STREET
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.462,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 106241,  Location: 2 MI E JCT I490 & R.O.L. (Lat: 43.156706,  Lng: -77.641189),  Route carried "under" structure: Interstate 490,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 106,370 (year 2002),  Features Intersected: 490I490I43022016, RTE I4,  Facility Carried by Structure: COLVIN ST PEDESTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.655,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 106241,  Location: 2 MI E JCT I490 & R.O.L. (Lat: 43.156706,  Lng: -77.641189),  Route carried "under" structure: Interstate ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: 490I490I43022016, RTE I4,  Facility Carried by Structure: COLVIN ST PEDESTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.655,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 106242,  Location: 2.2 MI E JCT I490 & ROL (Lat: 43.156692,  Lng: -77.638881),  Route carried "under" structure: Interstate 490,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 95,332 (year 2002),  Features Intersected: 490I490I43022017, RTE I4,  Facility Carried by Structure: CHILD STREET
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.848,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 106243,  Location: 2.5MI E JCT RTS I490+ROL (Lat: 43.156508,  Lng: -77.632314),  Route carried "under" structure: Interstate 490,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 95,332 (year 2002),  Features Intersected: 490I490I43022021 WB, RTE,  Facility Carried by Structure: SAXTON STREET
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.363,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 106244,  Location: 2.7MI E JCT RTS I490+ROL (Lat: 43.156717,  Lng: -77.629056),  Route carried "under" structure: Interstate 490,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 95,332 (year 2002),  Features Intersected: 490I490I43022022 WB, RTE,  Facility Carried by Structure: GRAPE STREET
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 3.652,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 106251,  Location: 1.2MI S JCT ROL + 104 (Lat: 43.191281,  Lng: -77.683086),  Route carried "under" structure: State highway 390,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 88,393 (year 2015),  Features Intersected: 390 390 43011023, RTE 39,  Facility Carried by Structure: RIDGEWAY AVENUE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.749,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 106386,  Location: 0.3MI E JCT RTE104+GEN R (Lat: 43.191283,  Lng: -77.615297),  Route carried "under" structure: State highway 104,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 64,000 (year 2002),  Features Intersected: 104 104 43032026 WB, RTE,  Facility Carried by Structure: HOLLENBECK STREET
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 4.119,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 106387,  Location: SOUTH AVE TO EB I490 RAMP (Lat: 43.149386,  Lng: -77.606417),  Route carried "under" structure: Ramp Interstate 490,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 1974),  Features Intersected: RTE I490,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.519,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1064009,  Location: JCT INNER LOOP+PLYMOUTH (Lat: 43.157525,  Lng: -77.617608),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 1972),  Features Intersected: PLYMOUTH AVENUE,  Facility Carried by Structure: RTE 940T
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 107033,  Location: .5 MI SE JCT I390 & GN RV (Lat: 43.117289,  Lng: -77.635042),  Route carried "under" structure: Interstate ,  Year Built: 1981,  Structure Length: 0. m,  Features Intersected: 390I 390I43031153, RTE I,  Facility Carried by Structure: U OF R PEDESTRIAN
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 107033,  Location: .5 MI SE JCT I390 & GN RV (Lat: 43.117289,  Lng: -77.635042),  Route carried "under" structure: Interstate 390,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 81,458 (year 2002),  Features Intersected: 390I 390I43031153, RTE I,  Facility Carried by Structure: U OF R PEDESTRIAN
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 1072409,  Location: 0.2 MI SW JCT RTS390&LOSP (Lat: 43.267025,  Lng: -77.665533),  Route carried "under" structure: Other road ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 1,793 (year 2019),  Truck Traffic: 4%,  Features Intersected: JANES ROAD,  Facility Carried by Structure: RTE 390
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 107241,  Location: 0.1MI E INTER RT 390&LOSP (Lat: 43.267836,  Lng: -77.661414),  Route carried "under" structure: State highway 947A,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 16,556 (year 2002),  Features Intersected: LOSP Multi-Use Trail, 94,  Facility Carried by Structure: ISLAND COTTAGE RD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 32.116,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 107383,  Location: .1MI NW INTER.IN.LP & 33 (Lat: 43.160889,  Lng: -77.596856),  Route carried "under" structure: Interstate 940T,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,944 (year 2014),  Features Intersected: RTE 940T
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.735,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 107406,  Location: JCT I590 NB & I490, I590 (Lat: 43.142764,  Lng: -77.551072),  Route carried "under" structure: Interstate 590,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 43,759 (year 2009),  Features Intersected: 590I590I43012004 SB, RTE,  Facility Carried by Structure: RAMP NEW
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.8m (179.8ft)

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Structure Number: 107406,  Location: JCT I590 NB & I490, I590 (Lat: 43.142764,  Lng: -77.551072),  Route carried "under" structure: Interstate ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,101 (year 2009),  Features Intersected: 590I590I43012004 SB, RTE,  Facility Carried by Structure: RAMP NEW
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.8m (179.8ft)

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Structure Number: 107407,  Location: JCT I490 EB & I590 NB&SB (Lat: 43.142564,  Lng: -77.550381),  Route carried "under" structure: Interstate 590,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 44,765 (year 2015),  Features Intersected: 590I590I43012005 NB, RTE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 107408,  Location: OVER I490 NEAR EAST AVE (Lat: 43.143967,  Lng: -77.551253),  Route carried "under" structure: Interstate 490,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 44,408 (year 2009),  Features Intersected: 490I490I43022067, RTE I4,  Facility Carried by Structure: RAMP NW
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 55.967,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)