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

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Structure Number: 104894,  Location: .5 MI E JCT SH153 & CR35 (Lat: 43.096936,  Lng: -77.501475),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,421 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,389 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: 490I490I43023042 WB, RTE,  Facility Carried by Structure: GOLF AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,731,000,  Roadway Improvement Cost: $1,014,000,  Total Project Cost: $2,744,000 ( 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: 331728,  Location: 3 MI.S.E. OF PITTSFORD (Lat: 43.054458,  Lng: -77.490267),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,310 (year 2040),  Design Load: HS 20,  Features Intersected: IRONDEQUOIT CREEK,  Facility Carried by Structure: THORNELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,336,000,  Roadway Improvement Cost: $782,000,  Total Project Cost: $2,119,000 ( 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: 331787,  Location: 3/4 MI SW OF PITTSFORD (Lat: 43.080156,  Lng: -77.494725),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,110 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,848 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CULLEN'S RUN CRK.,  Facility Carried by Structure: MARSH ROAD CR 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $550,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 403519,  Location: 1 MI W JCT BARGE C & I490 (Lat: 43.067894,  Lng: -77.489733),  Route carried "on" structure: State highway 96,  Year Built: 1916,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,730 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,034 (year 2040),  Features Intersected: Marsh Road, Erie Canal,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.503,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $599,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $950,000 ( Estimate for 2021)

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Structure Number: 444307,  Location: 0.8MI SE JCT BARGE C+96 (Lat: 43.083061,  Lng: -77.506269),  Route carried "on" structure: Other road ,  Year Built: 1912,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 5,074 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,104 (year 2037),  Features Intersected: Erie Canalway Trail, Eri,  Facility Carried by Structure: MITCHELL ROAD
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  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: 46.0m (150.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $2,560,000,  Roadway Improvement Cost: $1,499,000,  Total Project Cost: $4,059,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 444327,  Location: JCT RTE 31F+STATE BARGE C (Lat: 43.089511,  Lng: -77.511425),  Route carried "on" structure: State highway 31,  Year Built: 1974,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 8,811 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,852 (year 2040),  Design Load: HS 20,  Features Intersected: Canalway Trail, ERIE CAN
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 46.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 47.2m (154.9ft), Horizontal Clearance: 37.4m (122.7ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 77.7m (254.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $9,928,000,  Roadway Improvement Cost: $5,814,000,  Total Project Cost: $15,742,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4443289,  Location: RTE 253 OVER BARGE CANAL (Lat: 43.092381,  Lng: -77.514606),  Route carried "on" structure: State highway 96,  Year Built: 1985,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 12,872 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,636 (year 2040),  Design Load: HS 20,  Features Intersected: ERIE CANAL, BIKEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.429,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  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,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $5,987,000,  Roadway Improvement Cost: $3,506,000,  Total Project Cost: $9,492,000 ( 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: 444329,  Location: RTE.31(MONROE AV) + CANAL (Lat: 43.093314,  Lng: -77.521842),  Route carried "on" structure: State highway 31,  Year Built: 1941,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 15,115 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,186 (year 2040),  Design Load: HS 20,  Features Intersected: Canalway Trail, ERIE CAN
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 45.824,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 24 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), 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: 73.1m (239.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 11.67m (38.29ft),  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: $10,160,000,  Roadway Improvement Cost: $5,950,000,  Total Project Cost: $16,109,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5510581,  Location: 5.7 MI.E.EXIT 46 I90 (Lat: 43.039839,  Lng: -77.541378),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 11,530 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 16,035 (year 2040),  Design Load: HS 20,  Features Intersected: MENDON CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.153,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,952,000,  Roadway Improvement Cost: $1,143,000,  Total Project Cost: $3,095,000 ( 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: 5510582,  Location: 5.8 MI W EXIT 45 OF I90 (Lat: 43.040108,  Lng: -77.541414),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,060 (year 2014),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: MENDON CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 573.914,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,876,000,  Roadway Improvement Cost: $1,098,000,  Total Project Cost: $2,974,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104894,  Location: .5 MI E JCT SH153 & CR35 (Lat: 43.096936,  Lng: -77.501475),  Route carried "under" structure: Interstate 490,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 1999),  Features Intersected: 490I490I43023042 WB, RTE,  Facility Carried by Structure: GOLF AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 6.838,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 5510581,  Location: 5.7 MI.E.EXIT 46 I90 (Lat: 43.039839,  Lng: -77.541378),  Route carried "under" structure: County highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,777 (year 2008),  Features Intersected: MENDON CENTER RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 5510582,  Location: 5.8 MI W EXIT 45 OF I90 (Lat: 43.040108,  Lng: -77.541414),  Route carried "under" structure: County highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,777 (year 2008),  Features Intersected: MENDON CENTER RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 703521,  Location: 0.1MI N JCT96+BARGE CANAL (Lat: 43.094911,  Lng: -77.513997),  Route carried "under" structure: State highway 96,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 8,334 (year 1999),  Features Intersected: RTE 96,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 9.767,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 704893,  Location: 0.5MI S JCT RTS I490+253 (Lat: 43.097258,  Lng: -77.501561),  Route carried "under" structure: Interstate 490,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 1971),  Features Intersected: RTE I490,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.806,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 770682,  Location: 0.7 MI SW OF E ROCHESTER (Lat: 43.096797,  Lng: -77.506217),  Route carried "under" structure: County highway ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 2,421 (year 2017),  Truck Traffic: 2%,  Features Intersected: GOLF AVE C R 35,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.53m (11.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.7m (31.8ft)